AG0120S150021_KosRdBridgeReconstruct_IFB.pdf

OMB APPROVAL NO. 2700-0042

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

AG-0120-S-15-0021

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

24 July 2015

PAGE OF PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

752074

6. PROJECT NO.

7. ISSUED BY CODE 8. ADDRESS OFFER TO

R10 AQM, Chugach National Forest Service 161 East 1 st Avenue, Door 8

Anchorage AK 99501

R10 AQM, Chugach National Forest Service 161 East 1 st Avenue, Door 8

Anchorage AK 99501

9. FOR INFORMATION

CALL:

A. NAME

Denise Murphy

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

907-743-9531 – denisemurphy@fs.fed.us

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):

Kosciusko Road and Bridge Reconstruction

Tongass National Forest, Thorne Bay Ranger District

(a) In strict compliance with the contract, specifications, and drawings.

(b) This is total small business set-aside procurement conducted in accordance with procedures in FAR Part 14.

(c) Subject to Construction Wage Rate Requirements in accordance with Federal Acquisition Regulation (FAR)

Clause 52.222-6.

(d) The magnitude of construction is estimated to be between $1,000,000 and $5,000,000 base and all options.

(e) Responses to this solicitation may be mailed, hand carried, or emailed (Emailed bid bond is not acceptable.

Bid Bonds must be mailed). Email, for bid, submission is preferred. Faxed bids will not be accepted. Bids will be opened at the location indicated in block 8. Bidders who cannot attend the bid opening in person, may participate by telephone by calling 1-888-844-9904 and entering access code 8687575 when prompted.

(f) A prebid conference call is planned. Reference section L, 452.237-71 Pre-Bid Conference for details.

(g) Send inquiries about this solicitation to the contracting officer via email: denisemurphy@fs.fed.us

11. The Contractor shall begin performance within 10 calendar days and complete it within 700 calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See F.1 52.211-10.)

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

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

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and (1) copy perform the work required are due at the place specified in Item 8 by 1 pm local time 24 Aug 2015. 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 is, 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) mailto:denisemurphy@fs.fed.us

OFFER (Must be fully completed by offeror)

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

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 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.

AMOUNTS

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

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

R10 AQM Chugach National Forest

161 East 1 st Avenue, Door 8

Anchorage AK 99501

Invoice Processing Platform (IPP). All invoices must be submitted electronically through the IPP. Reference Section G for instructions on how to register and submit invoices.

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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.

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)

30B. SIGNATURE

30C. DATE

31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

Computer Generated STANDARD FORM 1442 BACK (REV. 4-85)

ADDENDA SHEET

PROJECT NAME: Kosciusko Rd &

Bridge Reconstruction

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OF

PART I—THE SCHEDULE

SECTION B—CONTRUCTION PRICES

Kosciusko Road and Bridge Reconstruction

Thorne Bay Ranger District – Tongass National Forest Service

Bridge Sites 2 and 3

BASE BID SCHEDULE OF ITEMS

B.1 Base Items

Item Unit

No. Description Quantity Unit Price Total

15713 Erosion Control 2 Lump Sum $ $

15202 Construction staking, Tolerance

__A__, Method _1___

2.00 Lump Sum $ $

20101* Clearing and grubbing, slash treatment methods for:

1.00 Acre $ $

tops and limbs 1, logs 1, & stumps 1, utilization of timber 1

20301B Relocate Telephone Utility Pole 1.00 Each $ $

20301nls Removal of native log stringer bridge

2.00 Each $ $

20801 Structural Excavation 2.00 Lump Sum $ $

20401* Unclassified Excavation, Placement Method 1, 6,370.00 Cubic yard $ $

20404* Borrow excavation , placement method 1 Site 2 OHV trail

280.00 Cubic yard $ $

20411* Borrow excavation , placement method 1, 5,300.00 Cubic yard $ $

Compaction method B, Finish Method B

20424 Haul 18,506.00 Cubic yard-mile

20429* End haul Site 3 600.00 Cubic yard $ $

21102 Roadway Obliteration , method 2 1.00 LS $ $

25101* Placed riprap, class 4, method A 220.00 Cubic Yard $ $

25501 Mechanically Stabilized Earth Wall site 3

304 Square Yard $ $

25507* Permeable Backfill Site 3 160.00 Cubic Yard $ $

Bridge Reconstruction

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30103* Crushed aggregate, type base, grading C-1, compaction B

212.00 Cubic Yard $ $

55502 Structural Steel bridge - fabricate, furnished

1.00 Each $ $

delivered and installed Site 2 furnished delivered and installed Site 3

55601 Thrie Beam Bridge Rail Type 2 Class B

428.00 Lineal Foot $ $

15101 Mobilization 1.00 Lump Sum $ $

6020118 18" Poly Pipe, Bell/Spigot Double Wall corrugated plastic

54.00 Lineal Foot $ $

.064" thickness for steel or

.060" thickness for aluminum, method (C), 2 2/3 x 1/2" corrugations

65101 Pit development 1.00 Each $ $

62501* Seeding, dry method (without mulch)

2.00 Acre $ $

TOTAL

* Denotes Contract Quantities

Bridge Reconstruction

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Kosciusko Road and Bridge Reconstruction

Thorne Bay Ranger District – Tongass National Forest Service

Bridge Site 4

OPTION ONE SCHEDULE OF ITEMS

B.2 Option One

15713 Erosion Control 1 LS $ $

1.00 Lump Sum $ $

0.20 Acre $ $

tops and limbs 1, logs 1, & stumps 1, utilization of timber 1

20301nls Removal of native log stringer bridge

20401U * Excavation, Placement Method 1, 160.00 Cubic yard $ $ method 1

1,470.00 Cubic yard $ $

,Compaction method B, Finish

20424 Haul 3283.00 Cubic yard-

20801 Structural Excavation 1.00 Lump Sum $ $

25101* Placed riprap, class 5, method A 160.00 Cubic Yard $ $

30103* Crushed aggregate, type base, grading C-1, compaction B

112.00 Cubic Yard $ $

furnished, deliver and install

55601 Thrie Beam Bridge Rail Type 2 Class B

130.00 Lineal Foot $ $

6020124 24" corrugated plastic pipe 50.00 Lineal Foot $ $

Bridge Reconstruction

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.064" thickness for steel or

.060" thickness for aluminum, method (C), 2 2/3 x 1/2" corrugations

62501* Seeding, dry method (without mulch)

0.10 Acre $ $

Bridge Reconstruction

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Kosciusko Road and Bridge Reconstruction

Thorne Bay Ranger District – Tongass National Forest Service

Bridge Site 1

OPTION TWO SCHEDULE OF ITEMS

B.3 Option Two

1.00 Lump Sum $ $

0.20 Acre $ $

tops and limbs 1, logs 1, & stumps 1, utilization of timber 1

20301nls Removal of native log stringer bridge 1.00 Each $ $

20401U* Excavation, Placement Method 1, 1,040.00 Cubic yard $ $ method 1, Compaction Method B

480.00 Cubic yard $ $

Finish Method B

20424 Haul 2,064.00 Cubic yard-mile

20801 Structural Excavation 1.00 Lump Sum $ $

25101* Placed riprap, class 5, method A 200.00 Cubic

Yard

30103* Crushed aggregate, type base, grading C-1, compaction B

60.00 Cubic

Yard furnished, delivered and installed, Site

55601 Thrie Beam Bridge Rail Type 2 Class B 114.00 Lineal

Foot

6020118 18" Poly Pipe, Bell/Spigot Double Wall corrugated plastic

30.00 Lineal

Foot

.064" thickness for steel or

Bridge Reconstruction

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method (C), 2 2/3 x 1/2" corrugations

62501* Seeding, dry method (without mulch) 0.1 Acre $ $

Bridge Reconstruction

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Kosciusko Road and Bridge Reconstruction Thorne Bay Ranger District – Tongass National Forest Service

Road No 1500000

Station 0+00 to 47+52+-

Milepost 0.00 to Milepost .09

OPTION THREE SCHEDULE OF ITEMS

B.4 Option Three

Item Unit

23001 Brushing Method A 0.90 Mile $ $

20411* Borrow excavation , placement method 1 40.00 Cubic yard $ $

Compaction method B, Finish Method B

25101* Placed riprap, class 4, method A 25 Cubic Yard $ $

6020160 60" corrugated Aluminum pipe AOP typical Fish Pipe

45.00 Lineal Foot $ $

.079 thickness for steel or

.075 thickness for aluminum, 6020172 72" corrugated Aluminum pipe AOP typical Fish Pipe

40.00 Lineal Foot $ $

.109 thickness for steel or

.105 thickness for aluminum, method (C), 3 x 1" corrugations

62501* Seeding, dry method (without mulch) 0.10 Acre $ $

Bridge Reconstruction

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Kosciusko Road and Bridge Reconstruction

Thorne Bay Ranger District – Tongass National Forest Service

Road Numbers 1520 & 1525

Milepost 9.614 to Milepost 9.94

Milepost 0.00 to Milepost 0.542

OPTION FOUR SCHEDULE OF ITEMS

B.5 Option Four

Item Unit

15202 Reference Staking, Tol D, Method II 0.87 mile $ $

20101* Clearing and grubbing, slash treatment methods for:

1.47 Acre $ $

20411* Borrow excavation , placement method 1, 1,079.80 Cubic yard $ $

20424 Haul 2.207 2,383.00 Cubic yard-mile $ $

20413C Furrow Ditch 212.00 Lineal Foot $ $

25101* Placed riprap, class 4, method A 20.00 Cubic Yard $ $

6020112 12" Poly Pipe, Bell/Spigot Double Wall corrugated plastic

16.00 Lineal Foot $ $

6020118 18" Poly Pipe, Bell/Spigot Double Wall

40.00 Lineal Foot $ $

6020124 24" Poly Pipe, Bell/Spigot Double Wall corrugated plastic double walled plastic pipe

110.00 Lineal Foot $ $

6020136 36" Poly Pipe, Bell/Spigot Double Wall pipe

34.00 Lineal Foot $ $

.064" thickness for steel or

Bridge Reconstruction

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62501* Seeding, dry method (without mulch) 0.28 Acre $ $

TOTAL $

Bridge Reconstruction

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Kosciusko Road and Bridge Reconstruction

Thorne Bay Ranger District – Tongass National Forest Service

Road 1520

Milepost 8.803 to Milepost 9.614

OPTION FIVE SCHEDULE OF ITEMS

B.6 Option Five

Item Unit

15202 Reference staking, Tolerance __D__, Method

_II___

0.81 Mile $ $

20101* Clearing and grubbing, slash treatment methods for:

1.38 Acre

tops and limbs 1, logs 1, & stumps 1, utilization of timber 1

20411* Borrow excavation , placement method 1 1,232.40 Cubic yard $ $

20424 Haul dist 2.61 3,216.60 Cubic yard-

20352L Removal of Native Log Culverts 1.00 Each $ $

58454NA Log Culverts - stringers/sills not adjacent to site 19 Lineal Foot $ $ corrugated plastic .060" thickness for aluminum,

94.00 Lineal Foot $ $

corrugated plastic double walled plastic pipe

64.00 Lineal Foot $ $

62501* Seeding, dry method (without mulch) 0.27 Acre $ $

Bridge Reconstruction

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Kosciusko Road and Bridge Reconstruction

Road 1520

Milepost 7.991 to Milepost 8.803

Thorne Bay Ranger District – Tongass National Forest Service

OPTION SIX SCHEDULE OF ITEMS

B.7 Option Six

15202 Reference staking, Tolerance __D__, Method _II___

0.81 Mile $ $

1.38 Acre

20411* Borrow excavation , placement method 1, Compaction method B, 1,087.40 Cubic yard $ $

Finish Method B

20424 Haul dist 3.421 3,720.0 Cubic yard-

20352L Removal of Native Log Culverts 1.00 Each $ $

58454NA Log Culverts - stringers/sills not adjacent to site 19 Lineal Foot $ $

94.00 Lineal Foot $ $

pipe

64.00 Lineal Foot $ $

62501* Seeding, dry method (without mulch) 0.27 Acre $ $

Bridge Reconstruction

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Road 1520 - Milepost 7.138 to Milepost 7.991

Thorne Bay Ranger District – Tongass National Forest Service

OPTION SEVEN SCHEDULE OF ITEMS

B.8 Option Seven

Item Unit

15202 Reference staking, Tolerance __D__, Method _II___

0.85 Mile $ $

1.44 Acre

20411* Borrow excavation , placement method 1, 1,164.50 Cubic yard $ $

20424 Haul dist 4.25 4,949.10 Cubic yard-

20352L Removal of Native Log Culverts 2.00 Each $ $

58454NA Log Culverts - stringers/sills not adjacent to site 33 Lineal Foot $ $

194.00 Lineal Foot $ $

pipe

66.00 Lineal Foot $ $

6020136 36" Poly Pipe, Bell/Spigot Double Wall pipe .064" thickness for steel or

84.00 Lineal Foot $ $

62501* Seeding, dry method (without mulch) 0.28 Acre $ $

Bridge Reconstruction

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Road 1520 - Milepost 9.614 to Milepost 9.94

Road 1525 Milepost 0.00 to 0.542

Thorne Bay Ranger District – Tongass National Forest Service

OPTION EIGHT SCHEDULE OF ITEMS

B.9 Option Eight

3,304.00 Cubic yard $ $

20424 Haul 2.207 7,292.00 Cubic yard-mile $ $

Bridge Reconstruction

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Road 1520 - Milepost 8.803 to Milepost 9.614

Thorne Bay Ranger District – Tongass National Forest Service

OPTION NINE SCHEDULE OF ITEMS

B.10 Option Nine

20411* Borrow excavation , placement method

1, 3,092.80 Cubic yard $ $

Compaction method B, Finish Method B

20424 Haul 2.207 8,072.20 Cubic yard-

Bridge Reconstruction

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Road 1520 - Milepost 7.991 to Milepost 8.803

Thorne Bay Ranger District – Tongass National Forest Service

OPTION TEN SCHEDULE OF ITEMS

B.11 Option ten

3,004.30 Cubic yard $ $

20424 Haul 2.207 10,277.71 Cubic yard-

Bridge Reconstruction

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Road 1520 - Milepost 7.138 to Milepost 7.991

Thorne Bay Ranger District – Tongass National Forest Service

OPTION ELEVEN SCHEDULE OF ITEMS

B.12 Option Eleven

3,168.65 Cubic yard $ $

20424 Haul 4.25

13,466.76 Cubic yard-mile $ $

NOTE: Bidders shall submit prices for all items included in the all the price schedules. Option items may be awarded after the initial award subject to availability of funds.

B.13 Note: Payment for bond premiums, in accordance with Clause 52.232-5, Payments under Fixed-Price

Construction Contracts, shall not be in addition to the contract price. Include bond payments under Mobilization.

Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted. Payment will be made only for those items listed on Bid Schedules. All other work is incidental to these pay items.

B.14 Vendor Information

Point of Contact: Phone:

Vendor Name: Fax:

E-mail: DUNS:

Bridge Reconstruction

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SECTION C--DESCRIPTION/SPECIFICATIONS

KOSCIUSKO ROAD AND BRIDGE RECONSTRUCTION

C.1 Scope of Contract

This project involves the following work on NFSR roads 1520, 1525, 150000. The project consists of a Base Bid and 11 Option items.

Base Bid - Removal of two (2) existing log stringer bridges, Thayer #2 and Charlie Creek #3. Furnishing and installation of new modular bridges including MRF walls. Includes new improved road alignment and bridge approaches, and bridge and approach railings.

Four (4) Options including removal of existing log and metal culverts and replacement with plastic culvert pipes, log culverts, clearing and grubbing encroaching stumps, and widening of subgrade base for new design width .

Two (2) options for removal of two (2) more existing Log Stringer Bridges, Site four (4) option one (1) and Site one (1) option two (2)

Option for replacing two (2) failing corrugated metal pipes (cmps) with Simplified Stream Simulation

(SSS) pipes on 1500000 MP 0.376& 0.06 at Cape Pole.

Four (4) Options for 1’ lift of 6” maximum pit run base course.

Traffic Maintenance Road Closures not to exceed: Reference Section H regarding road closures.

C.2 Project Location

The project is located on the Kosciusko road system starting just west and north of the community of Edna Bay.

Edna Bay is situated approximately 86 air miles northwest of Ketchikan, Alaska. The site is accessible by boat, fixed wing aircraft, barge. Another portion of this contract is on 150000 approximately 10 miles west of Edna bay near Cape Pole where two (2) failing CMPs are to be replaced with new aluminum cmps to low gradient fish passage SSS requirements.

C.3 AGAR 452.211-73 Attachments to Statement of Work/Specifications (FEB 1988)

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

C.4 Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects, FP-

03.

The Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects, FP-03, are included by reference. The requirements contained in these specifications are hereby made a part of this

ISBN 0-16-051430-4

The FP-03 U.S. Customary version is only available through the Federal Lands Highway Headquarters office:

Headquarters

Washington DC

Mail: Federal Highway Administration

HFPD-3

400 Seventh Street, SW

Washington D.C. 20590

Or available on line at http://www.wfl.fha.dot.gov/design/specs/ http://www.wfl.fha.dot.gov/design/specs/

Bridge Reconstruction

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C.5 Safety and Public Notification

Warning signs shall be placed at the proper locations to warn the public of road work. All signs shall meet the minimum requirements as established by the Manual of Uniform Traffic Control Devices (MUTCD), 2003 edition. A notice of where and when the public might expect delays due to project work will be at several publicly located bulletin boards in Edna Bay.

C.6 Damage to Structures

The Contractor shall be held liable for any damage caused by his/her personnel or equipment to any existing bridges, ditches, culverts, signs, or riprap at culvert inverts. Repair of structures damaged by the Contractor's operations, shall be the Contractor's responsibility at no cost to the Government.

C.7 Special Project Specification and Forest Service Supplementation

101 Terms, Format, and Definitions (as supplemented herein)

102 Bid, Award, and Execution of Contract (as supplemented herein)

103 Scope of Work (as supplemented herein)

104 Control of Work (as supplemented herein)

105 Control of Material (as supplemented herein)

106 Acceptance of Work (as supplemented herein)

107 Legal Relations and Responsibility to the Public (as supplemented herein)

108 Prosecution and Progress (as supplemented herein)

109 Measurement and Payment (as supplemented herein)

152 Construction Survey & Staking

155 Schedules for Construction Contracts (as supplemented herein)

156 Public Traffic

157 Soil Erosion Control

171 Weed Control

201 Clearing and Grubbing

202 Additional Clearing and Grubbing

203 Removal of Structures and Obstructions

204 Excavation and Embankment (as supplemented herein)

205 Rock Blasting

208 Structural Excavation for Selected Major Structures

209 Structural Excavation and Backfill

211 Roadway Obliteration

230 Brushing

251 Riprap

255 Mechanically Stabilized Earth Walls

301 Untreated Aggregate Courses

555 Steel Structures

556 Bridge Railing

557 Timber Structures

571 Prefabricated Bridges

602 Culverts & Drains

625 Turf Establishment (as supplemented herein)

651 Development of Pits & Quarries (as supplemented herein)

703 Aggregate

705 Rock (as supplemented herein)

718 Traffic Signing and Marking Material (as supplemented herein)

Bridge Reconstruction

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SPECIAL NOTE: The above is a list of major specifications applicable to this contract. Other specifications referred to within these specifications (even though not specifically listed) are also fully applicable to the

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.

NOTE: The solicitation number will have an “S” for the solicitation indicator in the number. Contracts will have a similar number format but will have a “C” in place of the “S”.

SECTION E--INSPECTION AND ACCEPTANCE

E.1 52.246-12 Inspection of Construction (AUG 1996)

E.2 Inspection

Inspection will include measurement of the actual miles of roadway reconstruction work completed, number of culverts and bridges installed. Grades, alignments and elevations of Bridges and Corrugated metal pipes (cmps) installed will be inspected.

SECTION F--DELIVERIES OR PERFORMANCE

F.1 FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) Alternate I (APR

1984)

The Contractor shall be required to (a) commence work under this contract within ten (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:

All base bid line items: 31 Dec 2016

All option line items: 01 Nov 2017

The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful bidder will receive the notice to proceed by 01

October 2015. The completion date will be extended by the number of calendar days after the above date that the

Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

F.2 52.242-14 Suspension of Work (APR 1984)

Bridge Reconstruction

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SECTION G--CONTRACT ADMINISTRATION DATA

G.1 AGAR 452.215-73 Post Award Conference (NOV 1996)

A post award or pre-work conference with the successful offeror is required. It will be scheduled within a reasonable time after award and prior to the issuing of a Notice to Proceed.

G.2 Measurement and Payment

Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted.

Payment will be made only for those items listed on Bid Schedules. All other work is incidental to these pay items.

G.3 Electronic Invoicing and Payment Requirements – Invoice Processing Platform (IPP)

(a) Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice

Processing Platform (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable

Prompt Payment clause included in the contract. The IPP website address is: https://www.ipp.gov

The Contractor must use the IPP website to register, access and use IPP for submitting requests for payment.

Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email

IPPCustomerSupport@fms.treas.gov or phone (866) 973-3131.

(b) Final Payment. The final invoice must be accompanied by a release of claims against the Government arising by virtue of this contract, other than claims, in stated amounts, that the Contractor has specifically accepted from the operation of the release. Final payment will not be approved without a properly executed Contract Release, Form 6300-16.

(c) In addition, when submitting the invoice, the Contractor shall submit payrolls, subcontractor payment information and a spreadsheet detailing the payment breakdown in accordance with the Pay Items in the Schedule of Items, Section B.1 (either electronically in IPP, hard copy, or via fax) to the Contracting Officer (see FAR

52.232-5 Payments Under Fixed Price Construction Contracts).

G.4 Contract Administration

This contract will be administered by the Contracting Officer located at:

US Forest Service, R10 Chugach National Forest

Denise Murphy

161 East 1 st Avenue, Door 8

Anchorage AK 99501

All matters related to the performance of this contract shall be coordinated through the Contracting Officer.

G.5 Designation of Contracting Officer’s Technical Representative

The Contracting Officer designates the Contracting Officer's Technicial Representative(s) (COTR). The COTR is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the

Contracting Officer prior to completion of the contract.

https://www.ipp.gov/ mailto:IPPCustomerSupport@fms.treas.gov

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The Contracting Officer should be informed as soon as possible of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the COTR provided they do not affect the delivery schedule or performance period stated in the contract.)

On all matters that pertain to the contract terms, the Contractor must communicate with the Contracting Officer.

Whenever, in the opinion of the Contractor, the COtR requests effort outside the scope of the contract, the

Contractor should so advise the COTR. If the COTR persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.

G.6 Contractor’s Designated Representative

It is required that the Contractor have a designated representative available on the project during the entire project and that the representative be able to speak and understand English. When designating a representative, the

Contractor shall furnish a copy of the designation in writing to the Contracting Officer. Such designation shall clearly indicate the name and limitations (if any) of authority of the representative. If the Contractor intends to designate a representative prior to the pre-work meeting, the representative is strongly encouraged to attend that meeting.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 AGAR 452.236-73 ARCHAEOLOGICAL OR HISTORIC SITES (FEB. 1988)

If a previously unidentified archaeological or historic site(s) are encountered, the contractor shall discontinue work in the general area of the site(s) and notify the Contracting Officer immediately.

Notify Contracting Officer seven (7) days prior to beginning any clearing or earthwork inside and outside of the existing roadways to allow onsite monitoring by Archeologist. Evidence of potential archeological sites has been discovered in previous limited investigations of the project area.

H.2 LANDSCAPE PRESERVATION

(a) Confine operations to within the clearing limits or other areas designated in contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Unless otherwise agreed to by the CO, retrieve material which falls outside of these limits and either incorporate the material in the work or dispose of the material as directed by the CO.

(b) Schedule and conduct operations to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.). Install silt fencing around areas immediately next to streams and ponds to mitigate suspended sediments when designated on the drawings.

Do not discharge pollutants such as raw sewage, and other harmful materials into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Do not allow wash water or waste water from concrete or aggregate operations to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

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Collect and return waste motor oils, fuels, lubricants, bitumens and similar hydrocarbons to the supplier.

Comply with the requirements of 40 CFR 279, Standards for the Management of Used Oil. Do not discharge hydrocarbon products on the ground, use them for road oiling, or bury them in a landfill.

Do not operate mechanized equipment in live streams without written approval of the Contracting

Officer.

(c) CREEK CROSSINGS: Schedule and conduct bridge and instream work to minimize disturbance to streams.

1. Do not cross streams without Contracting Officer approval.

2. Submit a written equipment crossing plan to the Contracting Officer for approval 14 calendar days before creek crossing is planned. Two (2) machine crossings will be permitted between June 15 and August 15 for all streams designated on the drawings as fish streams. Outside of this time period, no machine crossings will be permitted if fish eggs are present in the gravel or adult fish are present in the stream; otherwise two machine crossings will be permitted.

3. Limit machine crossings to two (2) times for all live streams not designated on the drawings as fish streams with pipes 48” and larger to be installed.

4. Do not leave temporary bridges in place between September 15 and March 15, unless approved in advance in writing by the Contracting Officer.

5. In stream work will only be allowed with the following schedule. Other timing must be requested from the

CO.

All Roads in This Contract June 15 – August 15

6. Obtain necessary permits for floating camps, floats, shore ramps, and other appurtenances associated with project operations from the following State of Alaska and Federal Agencies:

1. ADNR – Alaska Department of Natural Resources.

2. ADEC – Alaska Department of Environmental Conservation.

3. ADGC – Alaska Department of Governmental Coordination.

4. EPA – US Environmental Protection Agency.

5. DA, COE – US Army Corps of Engineers.

6. USCG – US Coast Guard.

H.3 USE OF PREMISES

(a) Obtain written approval from the Contracting Officer before opening or operating on National Forest land or lands administered by the Forest Service any camp, quarry, borrow pit, storage area, detour, or bypass site, other than SHOWN ON THE DRAWINGS. A camp is interpreted to include the camp site or trailer parking area of any employee working on the project for the Contractor. Such approval, if granted, will be without charge to the Contractor.

(b) Sanitation Facilities: Provide and maintain the following facilities for the work force at the camp, unless provided otherwise.

1. Meet State of Alaska drinking water regulations 18 AAC 80 regarding potable water supplies for drinking, washing and cooking.

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2. Comply with State of Alaska wastewater disposal regulations 18 AAC 72 for domestic sewage.

3. Ensure that the design, operation, and maintenance of all solid waste systems under Forest Service jurisdiction meet all Federal, State, and local requirements. Meet State of Alaska solid waste management regulations (18 AAC 60) and Federal regulations contained in 40 CFR 243, 40 CFR

245, 40 CFR 257, and 40 CFR 258. Remove solid wastes and/or residues and dispose of in approved commercial landfills.

4. Meet the requirements of 40 CFR 112 (Oil Pollution Prevention) for fuel storage. Meet the requirements of 33 CFR 150 and 33 CFR 154 for facilities transferrring oil or hazardous materials in bulk.

(c) Do not begin any camp development, either land based or floating, until a plan for development, occupation, and cleanup is submitted and approved by the Contracting Officer. Include the following information in this plan:

1. Location and size of the proposed camp development, including a map.

2. Wastewater system.

3. Number of people who will use the site and proposed dates of occupancy.

4. Power supply system.

5. Water supply system.

6. Building layout, shop area, living quarters.

7. Road and trail layout.

8. Clearing limits and slash disposal locations.

9. Borrow areas.

10. Dock and access location.

11. Equipment and fuel storage area and Spill Prevention Control and Countermeasure (SPCC) plan.

12. Incinerator location and ash disposal plan.

Forest Service will review plan as submitted for completeness and applicability. Proposed modifications of

Contractor's plans will be discussed with the Contractor prior to approval. Any modifications agreed upon will be incorporated in a revised set of plans.

H.4 CONTRACTOR'S USE AND MAINTENANCE OF EXISTING ROADS

The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. Such roads are those which are necessary for direct access to designated borrow sites, quarries, stockpile sites, waste areas, campsites, equipment unloading ramps, and other approved work areas. The roads authorized for use will be subject to the following general conditions:

(a) Federal Regulations contained in 36 CFR 261.12; except vehicle weight will not exceed that of AASHTO

HS20-44 and/or U80 Loading. Submit written requests to the CO for approval to use L90 and U102 overload Loadings on roads authorized for use. Regulations prohibit damaging a road or blocking a road open to use by others, except as otherwise provided in Special Project Specification 104.

(b) The Government will not snowplow roads for the Contractor's use. The Contractor may snowplow any road designated for his use. A permit defining snowplowing requirements is required and will be issued by the

District Ranger, upon request by the Contractor. Repair any damage to the road structure caused by snow removal operations. Vehicles, other than conventional over-the-snow vehicles (snowmobiles), will not be permitted to use roads when there is an average of more than 4 inches of snow unless the road has been snowplowed.

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The Contractor is responsible for and will perform road maintenance on Forest Service roads in the construction area commensurate with his use. Perform road maintenance at such intervals that prevent deterioration of the roadway, or as directed by the Contracting Officer.

H.5 ROAD MAINTENANCE REQUIREMENTS

Perform road maintenance work on the required roads in accordance with the following:

(a) Maintain existing roadbed by blading and shaping the traveled way and shoulders. Do not undercut banks.

Maintain established drainage structures and/or berms, and place additional drainage structures/berms where necessary to protect embankments.

(b) Perform all seasonal weather cleanup, including removal of bank sloughs, minor slides and fallen timber, which can be accomplished by a motor patrol grader equipped with a front end blade, or comparable equipment, and by the use of hand tools. Replace material eroded from fill slopes and clean out drainage ditches and culverts subject to the above equipment limitations.

Deposit the material removed from slides or other sources in locations approved by the Contracting Officer.

H.6 EMERGENCY CONTROL

(a) Immediately extinguish without expense to the Government all fires on or in the vicinity of the project which are caused by the Contractor's employees, whether set directly or indirectly as a result of construction operations, with or without direction by the Forest Service. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government resulting from fires set or caused by Contractor's employees or resulting from construction operations.

(b) Contractor's Responsibility for Controlling Other Emergencies - When requested by the Contracting Officer, allow the Forest Service to temporarily use employees and equipment for emergency control work. Payment will be made at not less than the current area rate established by the Forest Service.

(c) Fire fighting equipment will be required during the fire season from May 10 to August 31, and during any other period of fire danger designated by the Contracting Officer.

Furnish rust-free fire tools to equip all workers employed in Contractor's operations at each separate work site.

Maintain tools in serviceable condition and keep tools in one or more weather-tight fire tools boxes. Paint fire tools boxes red, mark "tools for Fire Only" with letters at least 3” high, and keep sealed. Post a list of the contents inside each fire tool box so as to be visible when opened.

Kind of Tool No. of People Working in Area

1-4 5-9 10-15 16-20

Axe, d.b chopping, 32-inch min. handle 1 1 2 3

Shovels, L.H. R.P., No. 0 or larger 1 3 6 7

Pulaski, 32-inch min. handle 2 3 7 10

File, 10-inch mill bastard 1 1 1 2

Pumps, backpack cans, 5-gal filled with water

1 2 2 3

Equip each internal combustion engine with a spark arrester qualified and rated USDA-Forest Service, Standard

5100-1, unless it is:

(a) Equipped with a turbine-driven exhaust supercharger such as the turbocharger. There shall be no exhaust bypass.

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(b) A multi-position engine, such as on a chain saw, which is equipped with screen arrester, as described in the

Forest Service Spark Arrester guide.

A spark arrester, which does not meet the requirements in this guide may be approved upon submission of acceptable proof that the arrester is at least 80 percent efficient in retention, attrition, or destruction of carbon particles. Such arrester may be required to meet higher standards as improvements in design and efficiency are discovered.

(c) A passenger-carrying vehicle or light truck intended primarily for use on roads, and equipped with a factory designed muffler and exhaust system.

(d) A heavy duty truck, such as a dump or log truck, or other vehicle used for commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab.

Properly install and constantly maintain in serviceable condition all exhaust equipment described in this

Subsection, including spark arresters and mufflers.

Equip each unit of mobile or stationary power equipment, including trucks, with one shovel, and at least one fire extinguisher meeting one of the following specifications:

1. 2-1/2 pound size or larger dry chemical type.

2. 4 pound size or larger carbon dioxide type.

Test or check each extinguisher for proper functioning prior to the beginning of fire precautionary period.

Provide each gasoline power saw with one chemical-pressurized fire extinguisher of not less than 8 ounce capacity by weight. Maintain the extinguisher in good working order at all times.

Do not burn camp refuse, brush, slash, or debris such as that resulting from clearing around camps or on rights-of-way, without the written approval of the Contracting Officer. Submit written requests for burning to the

Contracting Officer at least 48 hours in advance of intended burning. The Contracting Officer will approve routine camp refuse disposal incineration in the camp development proposal.

H.7 CONSTRUCTION STAKES, LINES, AND GRADES

Contractor will perform all construction staking necessary for completion of contract: The Government will provide location staking for all proposed work.

H.8 PROSECUTION OF WORK

Areas of weak ground are crossed on this project. The initial embankment depth shall be as SHOWN ON THE

DRAWINGS or determined by the Contracting Officer. Reestablish design centerline grade and alignment in accordance with Section 152 as construction progresses, and prior to the placement of borrow excavation.

Reestablished design grades may be re-staked by the Contracting Officer to meet local conditions. Final grades may be at elevations other than those SHOWN ON THE DRAWINGS, but in no instance will they be lower than that of the surrounding ground elevations. When directed by the CO, return to previously constructed road or trail embankments and place additional borrow material where subsidence has occurred as a result of construction traffic displacing unstable or weak soil underlying the roadway.

Linear Grading reflects estimated borow excavation volumes, based on previous designs including additional material for anticipated subsidence. The estimated quantities may vary locally depending on extent of subsidence or the condition of the existing road (ground for trail). Payment for additional material placed in areas of subsidence is included in the appropriate Borrow Excavation pay item in the Schedule of Items.

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H.9 DISPOSAL OF MERCHANTABLE TIMBER

All timber meeting Forest Service merchantability standards logged during prosecution of this contract, remains the property of the landowner. Deck logs in the immediate vicinity in accordance with Section 201

Specifications.

Buck trees in various lengths to obtain the greatest utilization of material meeting the following utilization standards. The Minimum merchantable piece shall be 6 inches in diameter inside bark at small end, 12 feet in length, have a net scale of 33 1/3 percent of its gross scale for a sawlog or produce not less than 50 percent of its gross volume in firm usable pulp chips.

Trim allowance shall be a maximum of 12 inches for log lengths up to 40 feet. An additional 2 inches of trim shall be allowed for each 10 feet of log length over 40 feet.

Use humbolt undercut in felling merchantable timber. Buck all limbs flush with merchantable logs.

All dead trees which are sufficiently tall to reach the roadbed are designated for cutting. Fell other fire-dangerous dead trees or unstable live trees within 200 feet slope distance of the center line of the road, when marked by the

Forest Service. Treat all timber under this subsection meeting utilization standards in accordance with Section

201, Subsection 201.04 of the Specifications, unless relieved in writing.

Cut and use timber designated by the Contracting Officer for construction, without charge.

H.10 LOCAL MATERIAL SOURCES

Contractor will use shotrock that is recycled from excavating out the culvert sites when replacing with a bridge.

Designated rockpit for crushing and borrow is listed below, plus other potential borrow sources of mixed private ownership for this project are shown on Sheet 2 of the Drawings:

Road 1520500 0.12

Road 1500010 0.16 For Cape Pole area work

H.11 ACCESS TO THE PROJECT

The project is located on the Kosciusko road system starting just west and north of the community of Edna Bay.

Edna Bay is situated approximately 86 air miles northwest of Ketchikan, Alaska. The site is accessible by boat, fixed wing aircraft, barge. Another portion of this contract is on 150000 approximately 10 miles west of Edna bay near Cape Pole.

H.12 GOVERNMENT FURNISHED MATERIALS

The contractor shall provide all materials, labor, transportation, supplies, incidentals and facilities for work on this project. The government is not furnishing any materials, supplies, labor, transportation, or facilities.

H.13 OTHER CONTRACTS

The Government may undertake or award other contracts for additional work at or near the site of the work under this contact. The Contractor shall fully cooperate with the other contractors and with Government employees and shall carefully adapt scheduling and performing the work under this contract to accommodate the additional work, heeding any direction that may be provided by the Contracting Officer. The Contractor shall not commit or permit any act that will interfere with the performance of work by any other contractor or by Government employees.

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H.14 OPTIONAL ITEMS

Except when it is determined in accordance with FAR 17.206(b) not to be in the Governments best interest, the

Government will evaluate offers for award by adding the total price for all options to the total price for basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). The contractor is to provide all information required in Section B of the solicitation (Supplies or Services Prices/Costs) for all items listed in the base contract and all items listed in the optional work. The Government reserves the right to exercise the optional item(s) until 180 days after contract award date. The Government may elect to exercise any or all of the options at the discretion of the Contracting Officer. Any option that the Government elects to exercise will include all the work listed under that option. When the Government exercises optional work, the price provided by the contractor at time of solicitation is the contract price for that work.

NOTE: if option items are not awarded within the timeframe indicated, the government reserves the right to negotiate a price and award these items by modification prior to the expiration of the contract.

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PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 Federal Acquisition Regulation (FAR) (48 CFR Chapter 1) Clauses

52.202-1 Definitions (NOV 2013)

52.203-3 Gratuities (APR 1984)

52.203-5 Covenant Against Contingent Fees (MAY 2014)

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

52.203-7 Anti-Kickback Procedures (MAY 2014)

52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (MAY 2014

52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (MAY 2014)

52.203-12 Limitation on Payments to Influence Certain Federal Transactions (OCT 2010)

52.203-17 Contractor Employee Whistleblower Rights and Requirement to Inform Employees of

Whistleblower Rights (APR 2014)

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper (May 2011)

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (JUL 2013)

52.204-13 System for Award Management Maintenance (JUL 2013)

52.204-14 Service Contract Reporting Requirements (JAN 2014)

52.204-19 Incorporation by Reference of Representations and Certifications (Dec 2014)

The Contractor’s representations and certifications, including those completed electronically via the System for Award Management (SAM) are incorporated by reference into the contract.

52.209-6 Protecting the Government's Interest when Subcontracting with Contractors

Debarred, Suspended, or Proposed for Debarment (AUG 2013)

52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (DEC 2014)

52.211-18 Variation in Estimated Quantity (APR 1984)

52.214-26 Audit and Records – Sealed Bidding (OCT 2010)

52.214-27 Price Reduction for Defective Cost or Pricing Data – Modifications – Sealed Bidding

(AUG 2011)

52.214-28 Subcontractor Cost or…