Amendment 2_Stoddard Bridge.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A002 04/25/2022 N/A See Box 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056719B000031

9B. DATED (SEE ITEM 11)

03/30/2022

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

ID FS ERFO 2017(1)-29(1), Stoddard Bridge

See page 2.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 04-25-2022 ID FS ERFO 2017(1)-29(1)

Solicitation No. 69056719B000031 Stoddard Bridge

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-11. Revises pages to adjust quantities for Pay Item 55701-2000.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page E-10, Subsection 105.04, Handling and Storing Material. Adds Forest Service contact information.

Pages E-17 through E-18, Subsection 108.01, Commencement, Prosecution, and Completion of Work.. Revises last paragraph of Subsection, and adjusts page contents

Page F-11, Section 259, Soil Nail Retaining Walls. Adds requirements under Subsections

259.02, 259.10, and 259.14.

Pages F-33 through F-33a, Section 555, Steel Structures. Adds requirements under

Subsection 555.16.

Pages G-9 through G-11, Subsection 725.10A, Wall Drainage Network Components. Adds requirements under this Subsection and adjusts page contents.

PLANS

Plan Sheets B.1 through B.2 Revises Sheets to adjust quantities for Pay Item 55701-2000.

Plan Sheet J.01 Revises Item No. 55701-2000 and Micropile Note.

Plan Sheet J.14 Adds and Revises callouts on Section B-B.

ENCLOSURES

Pages:

A-7 through A-11 / E-10 / E-17 through E-18 / F-11 / F-33 through F-33a /

G-9 through G-11

Plan Sheets:

B.1 through B.2 / J.01 / J.14

Notice to Bidders: Please submit revised pages A-7 through A-11 with your bid.

A-7

BID SCHEDULE

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

BRAND NAME OR EQUAL

If providing other than the brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal).

For work under Section 563.–PAINTING, to be performed on materials for Pay Item 26001-0000 Rock Bolt (50 kips); our firm offers in lieu of the brand name Natina® Steel specified in Subsection 725.19 Weathering Agent.

Brand: ______________________________________________________

Manufacturer’s Name: _________________________________________

Include with your bid, all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section(s). The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, the bid will be considered non-responsive.

Bid Schedule

Project No:ID FS ERFO 2017(1)-29(1)

Project Name:Stoddard Bridge

Revised by Amendment A002

A - 8

Contract Quantity Pay Items

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55210-1400 PRECAST STRUCTURAL CONCRETE, CLASS D (AE), DECK

55401-1000 REINFORCING STEEL

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (TRUSS)

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (TOWER)

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (MAIN CABLE SADDLES)

55601-1300 BRIDGE RAILING, TIMBER (HYBRID TIMBER/CABLE RAIL)

55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (TIMBER RUNNERS)

55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (TIMBER RUNNERS)

56401-4000 BEARING DEVICE, DISK

63306-1700 POST, WOOD, 4-INCH X 4-INCH

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

375 LNFT $____________ $____________

A0140 20103-0000 CLEARING AND GRUBBING

4,500 SQYD $____________ $____________

A0160 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A0180 20401-0000 ROADWAY EXCAVATION

21 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID FS ERFO 2017(1)-29(1)

A - 9

A0200 20801-0000 STRUCTURE EXCAVATION

329 CUYD $____________ $____________

A0220 20803-0000 STRUCTURAL BACKFILL

90 CUYD $____________ $____________

A0240 25602-0000 GROUND ANCHOR

2,580 LNFT $____________ $____________

A0260 25605-0000 PERFORMANCE TEST

2 EACH $____________ $____________

A0280 25902-0000 SOIL NAIL RETAINING WALL

841 SQFT $____________ $____________

A0300 25903-0000 VERIFICATION TEST NAIL

3 EACH $____________ $____________

A0320 26001-0000 ROCK BOLT (50 KIPS)

201 LNFT $____________ $____________

A0340 30201-1000 ROADWAY AGGREGATE, METHOD 1

12 CUYD $____________ $____________

A0360 30210-0000 BEDDING AND BACKFILL AGGREGATE

42 CUYD $____________ $____________

A0380 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

242 CUYD $____________ $____________

A0400 55210-0400 PRECAST STRUCTURAL CONCRETE, CLASS A(AE), ABUTMENT

5 CUYD $____________ $____________

A0420 55210-1400 PRECAST STRUCTURAL CONCRETE, CLASS D (AE), DECK

44 CUYD $____________ $____________

A0440 55401-1000 REINFORCING STEEL

39,400 LB $____________ $____________

A0460 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (TRUSS)

224,000 LB $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID FS ERFO 2017(1)-29(1)

A - 10

A0480 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (TOWER)

35,900 LB $____________ $____________

A0500 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (MAIN

CABLE SADDLES)

23,300 LB $____________ $____________

A0520 55601-1300 BRIDGE RAILING, TIMBER (HYBRID TIMBER/CABLE RAIL)

728 LNFT $____________ $____________

A002 A0540 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (TIMBER RUNNERS)

49 MFBM $____________ $____________

A002 A0545 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (TIMBER RUNNERS)

9 MFBM $____________ $____________

A0560 56201-0000 BRIDGE ERECTION SYSTEM (TRUSS ADJUSTMENT SYSTEM)

ALL LPSM $___LPSM_____ $____________

A0580 56201-0000 BRIDGE ERECTION SYSTEM (ACCESS EQUIPMENT)

ALL LPSM $___LPSM_____ $____________

A0600 56201-0000 BRIDGE ERECTION SYSTEM (HIGHLINE SYSTEM)

ALL LPSM $___LPSM_____ $____________

A0620 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMP TOWER SUPPORT)

ALL LPSM $___LPSM_____ $____________

A0640 56401-4000 BEARING DEVICE, DISK

5 EACH $____________ $____________

A0660 56701-0000 MICROPILE

528 LNFT $____________ $____________

A0680 56705-0000 MICROPILE LOAD VERIFICATION TEST

1 EACH $____________ $____________

A0700 56706-0000 MICROPILE PROOF LOAD TEST

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID FS ERFO 2017(1)-29(1)

A002 Revised by Amendment A002

A - 11

A0720 58101-1000 CABLES AND ANCHOR COMPONENTS, MAIN CABLE SYSTEM

ALL LPSM $___LPSM_____ $____________

A0740 61901-2250 FENCE, RAIL (TIMBER/CABLE HYBRID)

59 LNFT $____________ $____________

A0760 63306-1700 POST, WOOD, 4-INCH X 4-INCH

12 EACH $____________ $____________

A0780 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

66 EACH $____________ $____________

A0800 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

66 EACH $____________ $____________

A0820 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

99 SQFT $____________ $____________

A0840 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

720 HOUR $____________ $____________

A0860 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

45 DAY $____________ $____________

A0880 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID FS ERFO 2017(1)-29(1)

E-10 DIVISION 100

Special Contract Requirements Project: ID FS ERFO 2017(1)-29(1), Stoddard Bridge

Subsection 107.10(d). Submit copies of agreements and documents and do not use property until approved by CO.

Add the following:

Do not use Cache Bar and Cupper Canyon as a staging and stockpile area. Equipment used will be fueled and serviced at the staging areas only. Obtain Forest Service approval for fuel storage locations at staging areas and keep spill cleanup kits onsite at all times. There will be no fuel storage below the ordinary high-water line or within the active floodplain. When not in use, vehicles will be parked in the designated staging areas indicated above.

Contractor shall have access to Ebenezer Campground facility (river side of Salmon River Road) and is responsible for coordinating access to the north side of the road with the Forest service.

Contractor will be responsible for personal/business equipment and items. A fence will be allowed at open area located at SW corner of campground.

The southside of Ebenezer Campground (river side of Salmon River Road) site is available for contractors to camp. Coordinate camping fees and ordinances to follow for camping at Ebenezer Campground with the Forest Service.

The Forest Service contact information for coordinating camping fees and ordinances for camping at Ebenezer Campground is as follows.

Michael Carroll USDA-FS Engineer 1206 South Challis Street Phone: (208) 756-5101 Email: michael.d.carroll@usda.gov

Revised by Amendment A001

E-17 DIVISION 100

Project: ID FS ERFO 2017(1)-29(1), Stoddard Bridge

Section 108. — PROSECUTION AND PROGRESS

04/02/21– FP-14

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Furnish at least a 48-hour advanced notice before changing the current work schedule. Work schedule changes that include additional shifts require a 14-day advanced notice.

Perform work under this contract by limiting work as provided for in Sections 104, 105, 107, 156, and 157; and do not interfere with waterway traffic.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis- Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO

108.03 Determination and Extension of Contract Time. Add the following to paragraph (c):

No adjustment in contract time or amount will be made for stop orders issued under Subsection 108.05(a) or (b), except an adjustment in contract time, as provided by FAR Clause 52.249-10 Default (Fixed-Price Construction), may be made when the Contractor is able to demonstrate that the weather was unusually severe based on the most recent 10 years of historical data.

108.04 Failure to Complete Work on Time. Delete this Subsection and substitute the following:

Follow the requirements of FAR Clause 52.211-12 Liquidated Damages — Construction.

Liquidated damages in the amount specified in Table 108-1 will be assessed for each day beyond the time specified in the contract until substantial completion of the work.

Liquidated damages will not be assessed for the following:

(a) The day of the final inspection.

(b) Days required to perform work added to the contract after substantial completion including items identified during the final inspection that were not required before that time.

(c) Delays by the Government after all work is complete and before a formal acceptance is executed.

(d) Periods of time when all work is complete but acceptance is delayed pending the plant establishment period or similar warranty period.

E-18 DIVISION 100

Project: ID FS ERFO 2017(1)-29(1), Stoddard Bridge

(e) During winter shutdown periods ordered by the CO.

Table 108-1 Charge for Liquidated Damages for Each Day

Work Is Not Substantially Completed

Original Contract Price Daily

Charge From More Than —

To and Including —

$ 0 $ 1,000,000 $ 1,000

$ 1,000,000 $ 2,000,000 $ 1,800

$ 2,000,000 $ 5,000,000 $ 3,500

$ 5,000,000 $ 10,000,000 $ 4,400

$ 10,000,000 and more $ 5,200

108.05 Stop Order. Delete the last paragraph.

108.06 Suspension. (Added Subsection).

Follow the requirements of FAR Clause 52.242-14 - Suspension of Work.

Suspend work, either in whole or in part, for such periods deemed necessary due to human burials, cultural resources, historic properties, paleontological remains, or archeological specimens discovered within the construction area. See Subsection 107.02.

Furnish steel pipe casings with minimum wall thickness of 0.312 inches.

04/14/22 S.B.Revises Item No. 55701-2000 quantity & Micropile Note.

8" square floor drain drain pipe

3" dia.

S.B. Adds and revises callouts on Section B-B.04/14/22