Amendment A001.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)

A001 11/16/2020 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 69056720B000024

9B. DATED (SEE ITEM 11)

10/15/2020

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

(_x_ ) is extended, ( ) 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.)

OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

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. A001, dated 11-16-2020 OR DOT CRGNSA 100(4) Solicitation No. 69056720B000024 Historic Columbia River Highway State Trail, Page 2 Mitchell Point Crossing

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 11/17/2020 to 11/20/2020.

SOLICITATION

TOC+Blank Page Adds Solicitation Table of Contents and Intentionally Blank Page before Notice to Bidders Page A-1

CONTRACT CLAUSES

Page C-93. Revises FAR Clause 52.236-1.

SPECIAL CONTRACT REQUIREMENTS

Page E-49, Subsection 156.07 Limitations on Construction Operations. Revises paragraph (n).

Page F-60, Subsection 552.16 Finished Formed Concrete Surfaces. Reformats Table 552-9 to show Characteristic, Test Method Specifications, and Sampling Frequency Information that was previously not shown.

Page F-125, Subsection 654.03 General. Revises first sentence.

Page G-27, Subsection 725.24 Vault Toilet. Revises 3rd bullet of the Subsection.

Page G-30, Subsection 725.24 Vault Toilet. Revises Subsection (i).

PLANS

Plan Sheet E.10a Add plan sheet.

Plan Sheet F.5 Revises top left callout.

Plan Sheet K.7 Revises Detail A – Sets Against Rock

ENCLOSURES

Pages:

TOC+Blank Page C-93 E-49 F-60/F-125 G-27/G-30

New bid opening date: 11/20/2020

Amendment No. A001, dated 11-16-2020 OR DOT CRGNSA 100(4) Solicitation No. 69056720B000024 Historic Columbia River Highway State Trail, Page 3 Mitchell Point Crossing

Plan Sheets:

E.10a F.5 K.7

Table of Contents Project: OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

TABLE OF CONTENTS

08/01/19–FP14

DESCRIPTION PAGE

Notice to Bidders ........................................................................................................................ A-1

Solicitation, Offer, and Award (SF 1442) ................................................................................... A-3

Bid Schedule ............................................................................................................................... A-7

Solicitation Provisions ................................................................................................................ B-1

Contract Clauses ......................................................................................................................... C-1

General Wage Decision .............................................................................................................. D-1

SCRs Table of Contents

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

Division 100 ..................................................................................................................... E-1

Division 150 ................................................................................................................... E-29

Division 200 ..................................................................................................................... F-1

Division 250 ................................................................................................................... F-31

Division 300 ................................................................................................................... F-46

Division 400 ................................................................................................................... F-50

Division 500 ................................................................................................................... F-53

Division 550 ................................................................................................................... F-55

Division 600 ................................................................................................................... F-82

Division 700 .................................................................................................................... G-1

Permits ........................................................................................................................................ H-1

Reserved ........................................................................................................................................ I-1

Fire Protection and Suppression Plan .......................................................................................... J-1

Revised by Amendment A001

Table of Contents Project: OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

(This page intentionally left blank)

C - 93

Contract Clauses OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

Government the amount of such costs. In addition to any other remedy available, and pursuant to the requirements of Subpart 32.6, the Government may collect this debt by offsetting the amount against any payment due the Contractor under any contract between the Contractor and the Government.

52.233-4 Applicable Law for Breach of Contract Claim (Oct 2004)

United States law will apply to resolve any claim of breach of this contract.

52.236-1 Performance of Work by the Contractor (Apr 1984) (NOTE: This clause does not apply when award is made to other than the low bidder after applying the price preference for HUBZone small business concerns under FAR clause 52.219-4, in which case the percentage in clause 52.219-4 will control).

The Contractor shall perform on the site, and with its own organization, work equivalent to at least thirty five (35) fifty (50) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

52.236-2 Differing Site Conditions (Apr 1984)

(a) The Contractor shall promptly, and before the conditions are disturbed, give a written notice to the Contracting Officer of—

(1) Subsurface or latent physical conditions at the site which differ materially from those indicated in this contract; or

(2) Unknown physical conditions at the site, of an unusual nature, which differ materially from those ordinarily encountered and generally recognized as inhering in work of the character provided for in the contract.

(b) The Contracting Officer shall investigate the site conditions promptly after receiving the notice. If the conditions do materially so differ and cause an increase or decrease in the Contractor’s cost of, or the time required for, performing any part of the work under this contract, whether or not changed as a result of the conditions, an equitable adjustment shall be made under this clause and the contract modified in writing accordingly.

(c) No request by the Contractor for an equitable adjustment to the contract under this clause shall be allowed, unless the Contractor has given the written notice required; provided, that the time prescribed in paragraph (a) of this clause for giving written notice may be extended by the Contracting Officer.

(d) No request by the Contractor for an equitable adjustment to the contract for differing site conditions shall be allowed if made after final payment under this contract.

52.236-3 Site Investigation and Conditions Affecting the Work (Apr 1984)

(a) The Contractor acknowledges that it has taken steps reasonably necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materials; (2) the availability of labor, water, electric power, and roads; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground; and (5) the character of equipment and facilities needed preliminary to and during work performance. The Contractor also acknowledges that it has satisfied itself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done by the Government, as well as from the drawings and specifications

051 NOISIVID94-E

Special Contract Requirements Project: OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

(1) Maintain all existing rockfall protection fences as interim rockfall protection until the new roadside rockfall protection (flexible barriers) are installed. Do not remove existing rockfall protection fence unless approved.

(2) Install, reposition, and maintain moveable rockfall barriers (MRB), rock containment nets (RCN), and other temporary rockfall protection devices as needed to protect public traffic. Perform on-slope work only when moveable rockfall barriers (MRB) are in-place below the work area, using rock containment nets (RCN) and other temporary rockfall protection devises with MRB to keep rocks from entering Oregon I-84.

(3) Implement an approved rolling slowdown before starting, and during any construction operations that increase the risk of potential rockfall/flyrock; or require rockfall protection.

Calculate pilot car start location for rolling slowdowns and the pilot car speeds to accommodate the allowed 20-minute slowdown period. Use one pilot car for each lane to be slowed, and one pilot car as a chase vehicle to follow the last free-flowing vehicle ahead of the rolling slowdown.

(4) Immediately start construction operations requiring rockfall protection, after the chase vehicle passes the applicable work area; and cease construction operations in this area after 20 minutes, or before another pilot car arrives (whichever is less). Do not restart ceased construction operations in applicable work areas until the next chase vehicle passes.

(n) Do not use Mitchell Point Drive to access or leave Access to and from the project site is only allowed along the I-84 Exit 58 ramps shown on Sheet L.2 of the plans; and along the temporary contractor access route shown on Sheet L.5 of the plans. Staging or storing of materials, and vehicle or equipment parking is not allowed on Mitchell Point Drive, except at the locations shown on the plans.

156.09 Traffic Control Supervisor. Add the following:

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

F-60 DIVISION 550

Project: OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

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F-125 DIVISION 600

Project: OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

Section 654. — ROADSIDE ROCKFALL

PROTECTION FENCE

(ADDED SECTION)

08/01/14– FP-14

Description

654.01 This work consists of installing roadside rockfall protection fence (flexible barrier).

Material

654.02 Conform to the following Section and Subsections. Treat all permanent steel wire, plates, bars, and hardware with a weathering agent according to Section 563.

Furnish materials in accordance with the recommendations of the flexible barrier manufacturer and the approved work plan.

Minor concrete 601 Nonshrink Grout 725.13(b) Posts 710.13(d) Threaded bar anchors 722.02(h) Weathering Agent 725.20

Construction Requirements

654.03 General. This work item consists of designing, furnishing, staining, and installing 8- and 10-foot tall, 70 foot-kips foot-ton (i.e. 100 kilojoules) roadside rockfall protection fence (flexible barrier), including but not limited to: posts, post anchorage systems, anchors, support wire ropes, braking elements, and mesh systems at the locations indicated in the Plans or as directed by the CO. Supply all materials, equipment, and labor necessary to design and install the systems in accordance with these Special Contract Requirements and as indicated in the Plans. Treat all wire and steel products used in this application with a weathering agent according to Section 563.

654.04 Qualifications. Provide an on-site supervisor and installation personnel with experience installing and testing the rockfall protection measures described below. Submit the following for approval at least 30 days before starting work:

(a) Names, contact information and roles of personnel; and

(b) A résumé for each individual describing their experience on at least 5 rockfall protection projects of similar complexity over the past 5 years. Include project names, locations, and contact information for project owners.

G-27 DIVISION 700

Project: OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

725.22 Bicycle Storage Rack. (Added Subsection).

Furnish bicycle storage rack. Furnish a product the demonstrates the following characteristics:

(a) 3-inch diameter steel tube rack, with a minimum will thickness of 3/16-inch;

(b) Surface mount with 6-inch by 2½-inch by ½-inch thick steel plates;

(c) Powdercoat all finishes; and

(d) All finishes to be colored Sepia Brown.

725.23 Picnic Table. (Added Subsection).

Furnish precast concrete picnic table. Furnish a product that demonstrates the following characteristics:

(a) Reinforced precast concrete picnic table, single construction;

(b) Wheelchair accessibility at both ends to ensure ADA compliance;

(c) 96-inch length by 72-inch width by 32-inch height;

(d) Minimum weight of 2,500 pounds;

(e) Natural wood grain finish; and

(f) Light brown color.

725.24 Vault Toilet. (Added Subsection).

Furnish pre-cast concrete double vaulted toilet building with chase.

CXT® Cascadian Double Vault Restroom with Chase, is an acceptable product.

Identification by brand name is intended to be descriptive, not restrictive, and is intended to indicate the quality and characteristics of a product(s) that will be satisfactory. When a brand named product(s) is not used, list the proposed “equal” product(s) under the Brand Name or Equal Notification Section of the Bid Schedule; and submit documentation showing the proposed “equal” product(s) meet the requirements of this Subsection.

Fully accessible pre-cast concrete double vaulted toilet building with chase;

Two single user waterless restrooms with Sweet Smelling technology;

Precast concrete upper bat and board, with lower cedar lap exterior siding, color number 30117 (Earth Red) of the Federal Color Standards (FED-STD-595C);

G-30 DIVISION 700

Project: OR DOT CRGNSA 100(4), Historic Columbia River Highway State Trail, Mitchell Point Crossing

(20) Full length reinforcing steel is used when possible. When splices are necessary on long runs, splices are alternated from opposite sides of the components for adjacent steel bars;

(21) Lap bars under #4 a minimum of 12 inch bar diameter;

(22) Lap bars larger than #4 a minimum of 24 inch bar diameter; and

(23) Reinforcing bars are bent cold. No bars partially embedded in concrete are field bent unless approved by the CO.

(e) Caulking, Grout, Adhesive and Sealer. Caulking service temperatures from -40 °F to 194 °F; Interior and exterior joints are caulked with a paintable polyurethane sealant; Grout is a non-shrink type and are painted to match the color of surrounding concrete as nearly as possible; Cement base coating is formulated with a very fine aggregate system and is a built-in bonding agent.

(f) Dead Bolt. Certified ANSI/BHMA A156.5-2001 Grade 1; Heavy duty tamper resistant;

2¾ inch backset; US 26D finish.

(g) Concrete Masonry Block. Provide 8-inch mortar joint, smooth face concrete masonry block (locally supplied) in a grey color.

(h) Coatings and Sealers. Paint interior floors and covings with two coats of a dark grey water-based epoxy with sand suspension to provide slip protection. Paint interior walls and ceiling with two coats of a white modified acrylic penetrating pigment. Stain exterior walls and roof panels with a pure acrylic water repellant penetrating stain as recommended by manufacturer. Apply two top coats of a clear acrylic anti-graffiti exterior sealer.

(i) Exterior Walls. Furnish exterior walls composed of upper bat and board, and lower cedar lap siding. Paint in accordance with this Section. Color to be ‘Earth Red’ (Federal Standard 30117).

(j) Grab Bars. Furnish type 304 stainless steel with 1½ inch clearance, 18 gauge material designed to withstand 300 pound top loading.

(k) Doors – Steel. Provide doors and frames fabricated from 16 gauge galvanized steel, flush panel type, and 1¾-inch thick, top painted with DTM ALKYD. Door frames are knockdown or welded type, single rabbet, minimum 16-gauge prime coated steel top painted with DTM ALKYD, width to suit wall thickness. Three rubber door silencers are provided on latch side of frame.

(l) Door Hinges. Provide three per door with dull chrome plating 4½ inch by 4½ inch, adjustable tension, and automatic close for each door.

(m) Doorstop. Provide dome style stop meeting ANSI 156.16.

(n) Door Sweep. Provided at the bottom of door with an adjustable brush.

E.10a

2020.08.14 14:20:16 -07'00'

Revised by Amendment A0011

Revised by Amendment A0011