Amendment A002.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 11/17/2023 N/A See block 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

69056723B000020

9B. DATED (SEE ITEM 11)

11/08/2023

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.)

AK FWS KNA 74525(1), Swan Lake Road Project

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 11/17/23 Project No: AK FWS KNA 74525(1)

Solicitation No. 69056723B000020 Project Name: Swan Lake Road Project

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page F-16, Subsection 637.03 Facilities. Adds maximum commuting distance requirements for residential housing.

Page E-46, Subsection 157.04 General. Revises last paragraph design submittal requirements

Page E-48, Subsection 157.10(a) submittals. Revises review and approval subsection.

Page E-49 Subsection 157.10(c) Diversion installation. Revises bridge to culvert.

ENCLOSURES

Pages:

E-46

E-48

E-49

F-16

E-46 DIVISION 150

Special Contract Requirements Project: AK FWS KNA 74525(1), Swan Lake Road Project

Section 157. — SOIL EROSION AND SEDIMENT CONTROL

01/06/23(2)– FP-14

Material

157.02 Add the following to the material list:

Filter Rock 705.08

Construction Requirements

157.03 Qualifications. Delete this Subsection and substitute the following:

Provide an Erosion Control Supervisor (ECS) meeting one of the following criteria:

(a) Alaska Certified Erosion and Sediment Control Lead (AK-CESCL)

(b) Certified Professional in Erosion and Sediment Control (CPESC);

(c) Certified Professional in Storm Water Quality (CPSWQ);

(d) Certified Erosion, Sediment and Storm Water Inspector (CESSWI); or

(e) Certified Inspector of Sediment and Erosion Control (CISEC).

157.04 General. Delete the text of this Subsection and substitute the following:

Provide and install permanent and temporary measures to control erosion, sedimentation, and discharge of pollutants, according to the Alaska Pollutant Discharge Elimination System (APDES) Construction General Permit (CGP), the project Storm Water Pollution Prevention Plan (SWPPP) of record, and this contract.

Immediately report to the CO any incident of non-compliance with the CGP that may endanger health or the environment. Provide copies of any correspondence or reports required by either the CGP or the SWPPP.

Provide an ECS to manage installation, maintenance, inspection, and reporting for erosion and sediment control measures, maintain and update the SWPPP of record, and prepare any documentation required by the CGP or the SWPPP. Furnish the ECS’s name, project office address, 24-hour telephone number(s), and qualifications at the preconstruction conference.

If wood chips are used, do not import without approval from the CO.

Design temporary fish passage culverts that meet the requirements of Subsection 157.10(e) and 602.03., and s Submit plotted field-design cross-sections according to Subsection 104.03152.05(g).

Revised by Amendment A002

E-48 DIVISION 150

Project: AK FWS KNA 74525(1), Swan Lake Road Project

(f) Commence temporary or permanent soil stabilization measures immediately, but no later than the end of the next day, if no further disturbance of an area of the site or stockpile is expected within the next 7 days in areas with a mean annual precipitation of 40 inches or greater; or within 14 days for those areas with a mean annual precipitation less than 40 inches.

Complete installation of temporary soil stabilization measures to disturbed sites or stockpiles within 14 days and installation of permanent soil stabilization measures within 7 days of last disturbance. Provide for temporary stabilization of all exposed soil prior to winter construction shut down.

(g) Construct and maintain perimeter protection and locate erodible stockpiles away from storm drain inlets, waterways, and drainage channels.

(h) Handle and dispose of all pollutants, including construction materials, waste materials, and construction debris, in a manner that does not cause contamination of storm water.

(i) Apply fertilizers and other chemicals in a manner and at application rates that will not result in loss of chemicals to storm water runoff. Follow manufacturers label requirements except as otherwise required by the contract

(j) Do not discharge concrete wastewater near or into waterways or wetlands. Submit proposed washout areas to the CO for approval.

157.10 Diversions. Add the following:

Dewater according to Subsection 208.07, in observance of all laws referenced in Subsection 107.01.

(a) Submittals. At least 14 calendar days prior to commencement of in-water work, submit detailed stream diversion plan drawings to the CO for review and approval according to Subsection 153.03 (b)104.03.

Include the following information:

(1) Drawings and written narrative showing the type, size, location, elevation, and method of installation and removal for the stream diversion, and means of access to waterways;

(2) The sequence and schedule for installing and removing the diversion;

(3) Best management practices used to ensure minimization of erosion or turbidity occurs to a stream channel;

(4) Discuss all construction stages;

(5) A list of on-site backup materials and equipment;

(6) If gravity system is used, provide capacity calculations and profile in HEC-RAS or other hydraulic modeling software approved by the CO.

E-49 DIVISION 150

Project: AK FWS KNA 74525(1), Swan Lake Road Project

This project is not required to maintain fish passage during construction.

(b) Fish capture and release. Fish capture operations are only to be conducted by or under the direct supervision of a fishery trained and experienced biologist. The Agency biologist will install block nets and remove fish and aquatic life from the in-water work areas. Allow the biologist access into the isolation work areas before and after installation of the temporary isolation and dewatering facilities as follows:

(1) Before installing temporary water management facilities, a qualified biologist will remove fish and aquatic life within the isolated work area.

(2) After installing temporary water management facilities begin reducing the water level through the isolated work area. The biologist will remove all fish and aquatic life as the water level is reduced. Do not de-water the isolation area until all fish and aquatic life have been removed.

(c) Diversion Installation. Divert stream flow as needed for completing channel debris removal, existing culvert removal, riprap placement, and new bridge culvert installation.

Maintain structures and systems as needed for ensuring design efficiency.

Flow diversion barriers must have a minimum elevation of 2 foot above what is needed for conveying the design discharge. Do not span the stream channel and floodplain completely.

Isolate one bank first for completing riprap installation at that bank. Finish riprap installation and final grading before removing flow diversion at that bank and starting second bank. Isolate second bank for completing riprap installation of that bank. Maintain at least half-width channel flow always. Minimize disturbance of channel bed as much as possible. Flow diversion barriers must be stable using the above listed velocities for parallel flow. Leakage through and under the barrier must be small enough to allow for proposed work.

Do not dewater downstream channels during dewatering. Maintain a downstream water flow rate of at least 90 percent of the upstream water flow rate.

Use non-erosive materials for diversions and barriers. Diversion sandbags can be filled with material mined from the floodplain as long as such material is replaced at end of project. Small amounts of in-stream material can be moved to help seal and secure diversion structures.

(d) Operation. Operate temporary water management as follows:

(1) Maintain and control water flow downstream of the isolated work area for the duration of the diversion to prevent downstream de-watering.

(2) Regularly inspect and clean coffer dams, culverts, or water-proof lined diversion ditches of excess debris or sediment accumulation.

(e) Site Specific Hydraulic Information. Install, operate, and remove diversions during the in-water work window according to Subsection 107.10(e)(1). Design diversions to provide 6 inches of freeboard and accommodate the 2-year peak flows at each site, as follows:

F-16 DIVISION 600

Project: AK FWS KNA 74525(1), Swan Lake Road Project

Section 637. — FACILITIES AND SERVICES

08/01/14– FP14

Description

637.01 Add the following:

This work also includes furnishing vehicles for the exclusive use of Government personnel.

Construction Requirements

637.03 Facilities. Amend as follows:

Add the following to paragraph (b)

Unless otherwise allowed by the CO, furnish residential housing that is no more than 35 miles from the project limits.

Add the following:

(c) Vehicle. Provide two ½ ton, 4x4 wheel drive, two-door pickup trucks, manufactured within 5-years of the Award date. Deliver vehicles to the Wasilla RPO, 2901 East Bogard Road, Wasilla, AK 99654, on the day of the Notice to Proceed date in FAR Clause 52.211-10 Commencement, Prosecution, and Completion of Work. Furnish vehicles with no visible Contractor’s company name or logo. Equip each vehicle with a Citizen Band (CB) radio.

Maintain the vehicles in such a manner to provide safety and reasonable comfort for the operators with all factory equipment in working order. Provide all fuels, maintenance, and collision and comprehensive insurance. Insurance is for the Contractor’s protection. The Government will be responsible for all Government caused damage to the vehicles beyond normal wear and tear. The Government will not indemnify the Contractor for Government caused damage to third parties. Damage due to no fault of the Government will be the responsibility of the Contractor. Secure vehicle insurance according the standards established by the state in which the vehicle is owned/operated.