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 02/06/2020 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 69056719R000018

9B. DATED (SEE ITEM 11)

01/10/2020

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).

N/A

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

N/A 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.)

WY NPS YELL 10(22), Canyon to Tower, Phase 3

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 02-06-2020 WY NPS YELL 10(22) Solicitation No. 69056719R000018 Canyon to Tower, Phase 3

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Pages iv through v, Special Contract Requirements Table of Contents. Revises Table of Contents.

Page E-39, Subsection 152.04, General. Revises paragraphs (b) Government furnished information.

Pages F-30 through F-30a, Section 302, Minor Crushed Aggregate. Adds requirements.

Page F-30b, Section 308, Recycled Aggregate Base. Revises page number for first page of Section.

Page F-74, Section 615, Sidewalks, Pads, and Paved Medians. Add requirements under

Subsection 615.08.

PLANS

Plan sheet #H.10 Deletes Information Only Quantity for Granular Rock Backdrain.

Plan sheet #M.2 Deletes callouts, and Revises Note 1.

ENCLOSURES

Pages:

iv through v E-39 F-30 through F-30b F-74

Plan Sheets:

H.10 M.2 iv

Special Contract Requirements Project: WY NPS YELL 10(22), Canyon to Tower, Phase 3

DIVISION 300 AGGREGATE COURSES

Section 302. — MINOR CRUSHED AGGREGATE ................................................... F-30 Section 308. — RECYCLED AGGREGATE BASE .................................................... F-30b

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD ............................................................................. F-33 Section 403. — ASPHALT CONCRETE ..................................................................... F-55 Section 408. — COLD RECYCLED ASPHALT BASE COURSE (ADDED SECTION) ........................................................................... F-57

DIVISION 550 BRIDGE CONSTRUCTION

Section 557. — TIMBER STRUCTURES .................................................................... F-61 Section 570. — POWDER COATING (ADDED SECTION) ...................................... F-62

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 602. — CULVERTS AND DRAINS ............................................................... F-64 Section 604. — MANHOLES, INLETS, AND CATCH BASINS ............................... F-65 Section 608. — PAVED WATERWAYS ..................................................................... F-66 Section 609. — CURB AND GUTTER ........................................................................ F-67 Section 611. — WATER SYSTEMS ............................................................................ F-69 Section 612. — SANITARY SEWER SYSTEMS ........................................................ F-70 Section 615. — SIDEWALKS, PADS, AND PAVED MEDIANS .............................. F-72 Section 617. — GUARDRAIL ...................................................................................... F-75 Section 619. — FENCES, GATES, CATTLE GUARDS AND BOLLARDS POSTS.................................................................................................. F-76 Section 620. — STONE MASONRY ........................................................................... F-77 Section 622. — RENTAL EQUIPMENT ..................................................................... F-81 Section 623. — GENERAL LABOR ............................................................................ F-83 Section 624. — TOPSOIL ............................................................................................. F-84 Section 625. — TURF ESTABLISHMENT ................................................................. F-85 Section 633. — PERMANENT TRAFFIC CONTROL ................................................ F-86 Section 633. — PERMANENT PAVEMENT MARKINGS ........................................ F-88 Section 635. — TEMPORARY TRAFFIC CONTROL ............................................... F-89 Section 646. — ROADSIDE DEVELOPMENT (ADDED SECTION) ....................... F-92 Section 647. — ENVIRONMENTAL MITIGATION (ADDED SECTION) .............. F-106

Revised by Amendment A002 v

Project: WY NPS YELL 10(22), Canyon to Tower, Phase 3

DIVISION 700 MATERIAL

Section 701. — CEMENT ............................................................................................. G-1 Section 702. — ASPHALT MATERIAL ...................................................................... G-2 Section 703. — AGGREGATE ..................................................................................... G-3 Section 704. — SOIL .................................................................................................... G-5 Section 705. — ROCK .................................................................................................. G-6 Section 707. — METAL PIPE ...................................................................................... G-9 Section 708. — PLASTIC PIPE .................................................................................... G-14 Section 710. — FENCE AND GUARDRAIL .............................................................. G-15 Section 712. — JOINT MATERIAL ............................................................................. G-16 Section 713. — ROADSIDE IMPROVEMENT MATERIAL ..................................... G-17 Section 716. — MATERIAL FOR TIMBER STRUCTURES ..................................... G-18 Section 717. — STRUCTURAL METAL .................................................................... G-19 Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL ........................ G-20 Section 719. — PAINT .................................................................................................. G-21 Section 725. — MISCELLANEOUS MATERIAL ...................................................... G-23

E-39 DIVISION 150

Project: WY NPS YELL 10(22), Canyon to Tower Phase 3

At the preconstruction conference, submit a cost breakdown of the work included in the lump sum item for the purpose of making progress payments.

(a) Government set reference lines and points. The Government has set horizontal and vertical control points for the project. The location and identity of each control point are shown on the plans.

Before beginning construction, notify the CO of any missing control points or stakes. The Government will reestablish control points and stakes missing before the beginning of construction.

(b) Government furnished information. The Government will furnish the design data described below for mainline, Grand Loop Road:

(1) Proposed horizontal alignment(s) and profile grade(s) reports in Portable Document Format (.pdf);

(2) Cross Sections in Portable Document Format (.pdf);

(3) Earthwork end area volume report in Portable Document Format (.pdf);

(4) Superelevation report in Portable Document Format (.pdf);

(5) Clearing limits (based on theoretical catch points) in Portable Document Format (.pdf);

(6) Construction staking notes containing subgrade points at centerline and shoulders, and theoretical slope stake catch points, in Comma Separated Values (.csv) and Portable Document Format (.pdf); and,

(7) X, Y, Z coordinates of subgrade and base layer(s) points at centerline and shoulders, in Comma Separated Values (.csv) and Portable Document Format (.pdf).

Perform additional conversions and calculations as necessary for convenient use of Government-furnished data. The Contractor is responsible for the accuracy of all information converted from the Government-furnished data. Provide immediate notification of apparent errors in the furnished data.

The government will also provide cross-sections in Portable Document Format (.pdf) for Tower Falls, Buffalo Paddock Picnic Area, and the Chittenden Road Parking at the preconstruction conference.

(c) Pre-survey meeting. Before surveying or staking, discuss and coordinate the following with the CO:

(1) Surveying and staking methods;

(2) Stake marking;

(3) Grade control for courses of material;

(4) Referencing;

F-30

Project: WY NPS YELL 10(22), Canyon to Tower Phase 3

DIVISION 300

AGGREGATE AND BASE COURSES

Section 302. — MINOR CRUSHED AGGREGATE

302.06 Acceptance. Add the following:

Crushed aggregate for the Chittenden Road will be evaluated under Subsections 106.02, 106.03, and 106.04 using Table 302-2 for sampling, testing, and acceptance requirements. Submit a product certification including gradation and quality properties for each source.

Add Table 302-2.

F-30a DIVISION 300

Project: WY NPS YELL 10(22), Canyon to Tower Phase 3

R em ar k s

P ro d u ct io n

F or

M et ho d co m pa ct io n on ly in is h ed P ro d u ct

R ep or ti n g

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B ef or e pl ac em en t of n ex t l ay er or a s re qu es te d

S p li t

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N o "

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N o

P oi n t of

S am p li n g

P ro du ct io n ou tp ut o r st oc kp il e

In -p la ce a ft co m pa ct io n

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at eg or y

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h ar ac te ri st ic oi st ur e-d en ty

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m m

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O th er s pe ci fi ev

L iq ui d

L im it

P la st ic it y in de x

M oi st ur e co nt en t (i n-pl ac e) fa ce to le ra nc e g ra de yp e of cc ep ta n ce

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Revised by Amendment A002

T ab le

-2 am p li n g, T es ti n g, a n d A cc ep ta n ce R eq u ir em en ts f or

C h it te n d en R oa d

A gg re ga te

) M in im um o f po in ts p er P ro ct

F-30b DIVISION 300

Project: WY NPS YELL 10(22), Canyon to Tower Phase 3

Section 308. — RECYCLED AGGREGATE BASE

03/31/16– FP-14

Delete this Section and substitute the following:

Description

308.01 This work consists of constructing a course of aggregate base using recycled aggregate from the existing pavement structure and added crushed aggregate.

Material

308.02 Material shall conform to the following Subsections:

Crushed aggregate 703.06 Water 725.01(c)

Construction Requirements

308.03 General. Establish profile and cross slope control according to Section 152.

308.04 Rotomilling. Remove the top 4 inches (100 millimeters) of the existing asphalt concrete pavement at the location shown on the plans by rotomilling. Use milling machines that are:

(a) Self-propelled;

(b) Equipped with standard automatic depth controls adjustable in increments of ½ inch (13 millimeters); and

(c) Capable of maintaining a constant cutting depth in pavement structure, new aggregate, or a combination thereof.

Reduce oversize particles to a maximum size of 1½ inch (37.5 millimeters).

Pulverize the remaining pavement structure to a depth of 4 inches (100 millimeters). Use the reclaimer to pulverize the existing roadway material, in-place until 100 percent passes the 2-inch (50-millimeter) sieve.

F-74 DIVISION 600

Project: WY NPS YELL 10(22), Canyon to Tower Phase 3 sweep off excess sand. Re-sand joints if sand is more than 1/4-inch (6-millimeter) below surface of paver.

615.06A Stone (Mortared Cobble) Median. (Added Subsection).

Construct a concrete bed for the cobble median. While the concrete is wet, lay cobbles 1 to 2 inches (25 to 50 millimeters) apart with flat faces up and their longest dimension parallel to centerline of the roadway. Do not place stones or concrete in freezing weather. Obtain approval from the CO before applying mortar.

Apply mortar to fill the interstices between the cobbles. Do not allow the mortar to protrude above the cobbles. Remove excess mortar immediately. Stained cobble faces will be rejected. Protect work from sun and keep wet for a minimum of three days.

615.07 Acceptance. Add the following:

Mortar will be evaluated under Subsection 106.02.

Cobbles will be evaluated under Subsection 106.02.

Crushed aggregate will be evacuated under Section 302.

Measurement

615.08 Add the following:

Do not measure geotextile fabric; roadway aggregate, method 2; and underdrain piping (perforated and outlet) for payment.

2 Revised by Amendment A0022

DISPOSAL

SITE

AREA

NOTE:

2,100

2,110

2,120

RELOCATE STOCKPILES

14.3 km to Tower Falls Jct

1.2 km to Grand Loop Road

GPS

FROG2

5/8" IR W/ALUM CAP

Elev 6933.234

E 2503954.590

N 1952154.914

FROG2

GPS

FROG3

5/8" IR W/ALUM CAP

Elev 6943.122

E 2504415.844

N 1952263.700

FROG3

Relocate existing stockpiles according to the CO. Relocation of existing stockpiles is subsidiary to use of the site.

Maintain access and limit disturbance to the work limits shown.

Preform final grading of the site as provided under

Sections 622 and 623.

Contour interval is 1 meter.

1.

2.

3.

4.

Borrow

M.2

STATE PROJECT

NUMBER

SHEET

M e tr ic

D

C U s e r s C li n to n .C h o y D e s k to p P S

E R e v ie w E n g in e e r A m e n d m e n ts

W Y

C a n y o n

T o

T o w e r y e ll m b .d g n

WY NPS YELL 10(22)

e b r u a r y

C h e c k e d b y

D e s ig n e d b y

N

Revised by Amendment A002

Stockpiles to be relocated within Frog Rock Pit.

NPS Drwg. No. 101/133369

NPS PMIS No. 226455

YNP Operational Area (Do not access)

Do not disturb stockpile

Do not disturb stockpile

Do not disturb stockpile

Work limits

Work limits

Approximate crusher/batch plant operational limits

MATERIAL PROCESSING

STAGING, STOCKPILING, AND

MATERIAL SOURCE, DISPOSAL SITE,

FROG ROCK PIT

5,950 m2 (1.50 ACRES) after removal of select borrow mat.

Additional operational space sediment wattle

Install soil erosion control, Restricted roadway access, for NPS use only

Operational Space

Batch Plant/CrusherTruck Turnaround Area

"8 5262'-5