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 04/24/2024 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

69056721B000015

9B. DATED (SEE ITEM 11)

03/29/2024

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 CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

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 04/24/2024 ID CLARK 6805(1) & ID FREMONT 6805(1)

Solicitation No. 69056721B000015 Yale-Kilgore Road, MP 9 to 16.9

Page 2 & Yale-Kilgore Road, MP 16.9 to 30.8

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page iv, SCR Table of Contents. Adds Section 625 to the Table of Contents

Pages E-52 through E-53, Subsection 156.07, Limitations on Construction Operations.

Revises Subsection (k)(4).

Pages F-3 through F-4, Subsection 204.10, Embankment Construction. Revises paragraph (a).

Page F-21, Section 306 Full Depth Reclamation with Asphalt. Revises the last paragraph of Subsection 306.07 and Revises the first paragraph of Subsection 306.09.

Page F-62, Subsection 555.18, Erection. Revises the last paragraph of the Subsection.

Page F-69a, Section 625, Turf Establishment. Adds requirements to this Section.

PLANS

Plan Sheet C.2 Revises Typical Sections 1 and 2.

Plan Sheet C.3 Revises Typical Sections 3, 4, and Trail.

Plan Sheet D.2 Deletes dangling callout of Construction limits.

Plan Sheet D.3 Deletes dangling callout of Clearing limits..

Plan Sheet E.2 Revises Typical Approach Road Section, and Deletes Footnote 2..

ENCLOSURES

Pages:

iv

E-52 through E-53

F-3 through F-4 / F-21 / F-62 / F-69a

Plan Sheets:

C.2 through C.3

D.2 through D.3

E.2 iv

Special Contract Requirements Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD .................................................................................. F-28

DIVISION 550 BRIDGE CONSTRUCTION

Section 552. — STRUCTURAL CONCRETE ................................................................... F-50 Section 555. — STEEL STRUCTURES ............................................................................. F-61 Section 556. — BRIDGE RAILING ................................................................................... F-63 Section 567. — MICROPILES ............................................................................................ F-65

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 603. — STRUCTURAL PLATE STRUCTURES ................................................. F-66 Section 617. — GUARDRAIL ............................................................................................ F-67 Section 622. — RENTAL EQUIPMENT ............................................................................ F-68 Section 623. — GENERAL LABOR .................................................................................. F-69 Section 625. — TURF ESTABLISHMENT ..................................................................... F-69a Section 633. — PERMANENT TRAFFIC CONTROL ...................................................... F-70 Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-71 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-72 Section 647. — ENVIRONMENTAL MITIGATION (ADDED SECTION) .................... F-74

DIVISION 700 MATERIAL

Section 703. — AGGREGATE ............................................................................................ G-1 Section 705. — ROCK ......................................................................................................... G-5 Section 710. — FENCE AND GUARDRAIL ...................................................................... G-6 Section 713. — ROADSIDE IMPROVEMENT MATERIAL ............................................ G-7 Section 725. — MISCELLANEOUS MATERIAL.............................................................. G-8

Revised by Amendment A002

E-52 DIVISION 150

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Section 156. — PUBLIC TRAFFIC

01/06/23– FP14

Construction Requirements

156.04 Accommodating Traffic During Work. Add the following:

Immediately open the road to emergency vehicles.

Unless otherwise specified, perform construction operations according to the following schedule, and accommodate traffic according to Subsections 156.07(i) and 156.07(l).

(a) 8:00 a.m. to 4:00 p.m.

(b) 5:00 p.m. to 6:00 a.m..

156.05 Maintaining Roadways During Work. Add the following to Subsection (c):

The road through Clark County is closed from November through March, and the maintaining agency does not perform snow removal when the road is closed;

156.07 Limitations on Construction Operations. Amend as follows:

Delete paragraph (g) and substitute the following:

(g) Provide two-way radio communications between Traffic Control Supervisor, flaggers, and pilot cars. Provide two-way radio communications between flaggers, unless flaggers can see each other and communicate. Citizen band radios are not acceptable. Make radio equipment available to the CO.

Add the following:

(k) Do not perform construction operations that cause delays or otherwise interferes with public traffic during the following dates and times.

(1) From 6:00 p.m. Friday through 6:00 a.m. Tuesday for Memorial Day holiday.

(2) From 6:00 p.m. Friday through 6:00 a.m. Tuesday for Labor Day holiday.

(3) From 6:00 p.m. July 3 through 6:00 a.m. July 5 for Independence Day Holiday.

(4) From 6:00 p.m. Tuesday Friday through 6:00 a.m. Friday Tuesday for Juneteenth Freedom Day Holiday.

E-53 DIVISION 150

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

(5) From 6:00 p.m. Friday through 6:00 a.m. Tuesday for Columbus Day holiday.

(6) From 6:00 p.m. Friday through 6:00 a.m. Tuesday for Veterans Day holiday.

(7) From 6:00 p.m. Friday through 6:00 a.m. Tuesday for Thanksgiving Day holiday.

(8) Daily, between the following hours.

(a) 6:00 a.m. to 8:00 a.m.

(b) 4:00 p.m. to 5:00 p.m.

(l) For purposes of facilitating traffic, perform grading or surfacing part-width at a time. Make the width not under construction available to public traffic under alternate one-way control.

Furnish pilot car and driver, or flaggers, or both, as ordered by the CO, to direct traffic through sections of road under one-way control.

156.09 Traffic Control Supervisor. Add the following:

(l) Transport personnel, construction signs, barricades, drums, cones, tubular markers, and other traffic control devices.

F-3 DIVISION 200

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Section 204. — EXCAVATION AND EMBANKMENT

11/12/20– FP-14

Construction Requirements

204.06 Roadway Excavation. Delete the second to last paragraph and substitute the following:

Conserve sufficient quantities of 6-inch (150-millimeter) minus material from the roadway excavation to use for finishing the roadbed. Sufficient quantities are available within the roadway excavation. Dispose of unsuitable or excess excavation material according to Subsection 204.14.

Replace shortage of suitable material caused by premature disposal of roadway excavation.

204.10 Embankment Construction. Amend as follows:

Add the following to paragraph (a):

Do not construct embankments with removed pavement material or conserved topsoil.

Add the following to paragraph (b):

Construct the top 12 inches (300 millimeters) of the embankment with 6-inch (150-millimeter) minus material conserved from the roadway cuts.

204.13 Sloping, Shaping, and Finishing. Delete paragraph (d) and substitute the following:

(d) Finishing. Remove material larger than 6 inches (150 millimeters) from the top 6 inches (150 millimeters) of the roadbed. Remove unsuitable material from the roadbed, and replace it with suitable material.

(1) AMG method. Finish roadbeds that are compacted according to Subsections 204.11(b) and (c) to within ±0.05 foot (±15 millimeters) of the design line and grade. Finish roadbeds that are compacted according to Subsection 204.11(a) to within ±0.10 foot (±30 millimeters) of the design line and grade. Finish ditch cross-sections to within ±0.10 feet (±30 millimeters) of the design line and grade. Maintain proper ditch drainage.

(2) Conventional survey method. Finish roadbeds that are compacted according to Subsections 204.11(b) and (c) to within ±0.05 foot (±15 millimeters) of the staked line and grade. Finish roadbeds that are compacted according to Subsection 204.11(a) to within ±0.10 foot (±30 millimeters) of the staked line and grade. Finish ditch cross-sections to within ±0.10 feet (±30 millimeters) of the staked line and grade. Maintain proper ditch drainage.

F-4 DIVISION 200

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Measurement

204.16 Amend as follows:

Add the following to paragraph (a)(1)(a):

Use the design volume. The design volume is defined as the bid schedule quantity less any allowance, as shown in the summary of quantities sheet of the plans. This volume is subject to adjustments resulting from changes to slope stakes according to Subsection 152.05(d).

Delete the text of the first paragraph of paragraph (b) and substitute the following:

When measuring by the cubic yard, measure in-place.

F-21 DIVISION 300

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Use the reclaimer to pulverize the existing roadway material in-place until 100 percent passes the 3-inch (75-millimeter) sieve, and 95 percent passes the 2-inch (50-millimeter) sieve. Reprocess or remove larger particles and dispose of them according to Subsection 203.05.

306.08 Applying Cement or Fly Ash. Do not apply cement or fly ash when conditions allow for excessive loss to blowing. Use a metered mechanical spreader to uniformly apply cement or fly ash on the roadway surface. Use canvas (or similar) skirts around the spreader box to minimize dust.

306.09 Applying Asphalt. Apply foamed asphalt when the surface and air temperatures in the shade are at least 50 °F (10 °C) 45 °F (7 °C). Do not begin applying foamed asphalt during periods of fog, rain, or when temperatures below 35 °F (1.7 °C) are anticipated within 48 hours.

Automatically adjust the asphalt and water flow based the reclaimer speed and recycled material mass for the approved mix design. Maintain the asphalt temperature within the range recommended by the supplier.

Complete pulverizing and mixing operations in continuous one lane-width segments up to ½ mile (0.8 kilometers) in length. Mix the pulverized roadway material with foamed asphalt binder, other additives, and the necessary mixing water for optimum dispersion. If two passes are used, shape and compact the reclaimed material with a steel drum roller after the first pass to provide depth control for the second pass of the reclaimer. Add the required quantity of foamed asphalt during the final pass of the reclaimer.

Verify that the foamed asphalt is evenly dispersed and coating the pulverized material. Dig test pits within the mix at least every ¼ mile (0.4 kilometers) and observe the distribution of the foamed asphalt in each pit.

Do not use foamed asphalt with an application temperature below 320 °F (160 °C).

Do not apply foamed asphalt on previously treated foamed asphalt areas.

306.10 Compacting and Finishing. Compact and finish each segment before beginning mixing operations on the next segment. Maintain the moisture content of the mixture within 2 percent of optimum.

Compact the processed material uniformly to at least 97 percent of the maximum wet density as determined from the control strip. If material changes, reestablish the maximum wet density according to Subsection 306.05(b). Determine the in-place density according to AASHTO T 310.

Use at least three rollers: primary, secondary, and finish rollers sized and configured to achieve the required compaction and finish. Furnish one roller each of the following types:

(a) Self-propelled vibratory pad foot roller having a minimum dynamic force of 60,000 pounds for primary compaction.

F-62 DIVISION 550

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Add the following:

Perform all work related to the erection of the trail bridge within the timing window stipulated in Subsection 107.10(e)(8) 107.10(e)(3).

F-69a DIVISION 600

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Section 625. — TURF ESTABLISHMENT

08/01/14–FP14

Description

625.01 Add the following:

This work also includes placing topsoil.

Construction Requirements

625.03 General. Add the following before the first paragraph:

Place topsoil according to Section 624.

625.10 Acceptance. Add the following:

Material for topsoil will be evaluated under Subsection 624.05.

Revised by Amendment A0022

22' b o th s id e s li m it ty p

C o n s tr u c ti o n ty p b o th s id e s

C le a r in g l im it

2' b o th s id e s li m it ty p

C o n s tr u c ti o n ty p b o th s id e s

C le a r in g l im it

22' b o th s id e s li m it ty p

C o n s tr u c ti o n ty p b o th s id e s

C le a r in g l im it

2' b o th s id e s li m it ty p

C o n s tr u c ti o n ty p b o th s id e s

C le a r in g l im it

S lo p e s ta k e l im it ty p b o th s id e s

C le a r in g l im it

3'

Slope stake limit

2' b o th s id e s li m it ty p

C o n s tr u c ti o n

Slope stake limits

Slope stake limits