A001_MT_OMAD_18(48).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 4/12/2013 N/A MT OMAD 18(46)

DOG CREEK BRIDGES 1 & 2

STEARNS-AUGUSTA BRIDGE

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

DTFH70-13-B-00005

9B. DATED (SEE ITEM 11)

4/5/2013

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.)

MT OMAD 18(48), DOG CREEK BRIDGES 1 & 2, STEARNS-AUGUSTA BRIDGE

See page 2 for revisions.

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, April 12, 2013 MT OMAD 18(46) Solicitation No. DTFH70-13-B-00005 Dog Creek Bridges 1 & 2, Sterns-Augusta Bridge

REVISIONS ARE AS FOLLOWS:

TABLE OF CONTENTS - Updated to include page J-1.

CONTRACT CLAUSES -

Page C-75. Revises FAR Clauses 52.236-4 Physical Data by adding three Pre-Demolition Asbestos Inspection Reports.

NOTE: If you previously ordered the Physical Data CD, we will send you an updated version with these added reports. If you have not ordered the Physical Data CD previously and would like to do so now, please use the updated form posted with this amendment.

SPECIAL CONTRACT REQUIREMENTS

Page E-17, Subsection 107.12 Montana Asbestos Control and Demolition Requirements.

Adds subsection.

MT-DEQ ASBESTOS CONTROL PROGRAM

Page J-1. Adds Montana Department of Environmental Quality “Acknowledgement.”

PLANS

Plan sheet #E.35 Revises coordinates and adds note

PLANS - PEN AND INK CHANGES - Please make the following pen & ink changes:

Plan sheet #D.3 Revise coordinate at the end of the project for Dog Creek 1 to N = 29912.4487 E = 40188.8868 El = 4095.16

Plan sheet #D.5 Revise coordinate at the end of the project for Dog Creek 1 Detour to N = 29911.667 E = 40191.815 El = 4094.95

Plan sheet #D.11 Revise end bridge Station to 16+03.56 (profile view)

ENCLOSURES

Pages: Table of Contents; C-75; E-17; and J-1/J-2

Plan Sheet: E.35

Pages not included due to Pen and Ink changes: D.3; D.5; and D.11

Posted Separately: Amendment Physical Data Request Form

Table of Contents Project: MT OMAD 18(48), Dog Creek Bridges 1 & 2, Stearns - Augusta Bridge

03USC01/28/13

TABLE OF CONTENTS

DESCRIPTION PAGE

Notice to Bidder ..................................................................................................................... A-1

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

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

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

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

Minimum Wage Schedule ...................................................................................................... D-1

SCRs Table of Contents

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-03) U.S.

Customary Version, U.S. Department of Transportation, Federal Highway Administration.

Division 100..................................................................................................................... E-1 Division 150..................................................................................................................... E-27

Division 200..................................................................................................................... F-1 Division 250..................................................................................................................... F-11 Division 300..................................................................................................................... F-13 Division 550..................................................................................................................... F-14 Division 600..................................................................................................................... F-26

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

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

Storm Water Pollution Prevention Plan .................................................................................. I-1

MT-DEQ Asbestos Control Program ..................................................................................... J-1

Revised by Amendment A001

C-75

Contract Clauses

MT OMAD 18(48), DOG CREEK BRIDGES 1 & 2, STEARNS-AUGUSTA BRIDGE

(c) Transportation facilities: N/A.

(d) Hydrological data consisting of flow rates, water surface elevations, velocities, and hydraulic permit information may be inspected at Western Federal Lands Highway Division, Contracts Section, 610 East Fifth Street, Vancouver, Washington 98661.

(e) Geotechnical data, subsurface investigation information, and design data, consisting of the following, may be obtained upon request. Written requests are required and may be submitted to the Contracts Section at the above address, by FAX at (360) 619-7932, or by e-mail at wfl.contracts@dot.gov.

(1) Geotech Report 08-12 – Geotech Evaluation Stearns-Augusta Bridge Replacement

(2) Geotech Report 02-12 – Geotech Evaluation Dog Creek Bridges Replacement

(3) Lewis & Clark County, Stearns-Augusta Safety Report

(4) MDT 31-07 Stearns-Augusta Bridge Structure Assessment

(5) Standard Bridge Plans Minuteman Missile Access Roads

(6) Earthwork data listing end areas, adjusted volumes, and mass ordinates.

• Dog Creek Bridge 1

• Dog Creek Bridge 2

• Stearns-Augusta Bridge & Roadway

• Stearns-Augusta Channel Realignment

(7) Plotted cross-sections of earthwork.

• Dog Creek Bridge 1

• Dog Creek Bridge 2

• Stearns-Augusta Bridge

• Stearns-Augusta Realign Channel

(8) Pre-Demolition Asbestos Inspection Reports

• Dog Creek Bridge 1

• Dog Creek Bridge 2

• Stearns-Augusta Bridge

Revised by Amendment A001 52.236-5 Material and Workmanship (Apr 1984)

(a) All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

(b) The Contractor shall obtain the Contracting Officer’s approval of the machinery and mechanical and other equipment to be incorporated into the work. When requesting approval, the Contractor shall furnish to the Contracting Officer the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the machinery and mechanical and other equipment. When required by this contract or by the Contracting Officer, the Contractor shall also obtain the Contracting Officer’s approval of the material or articles which the Contractor contemplates incorporating into the work. When requesting approval, the Contractor shall provide full information concerning the material or articles. When directed to do so, the Contractor shall submit samples for approval at the Contractor’s expense, with all shipping charges prepaid. Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection.

(c) All work under this contract shall be performed in a skillful and workmanlike manner. The Contracting Officer may require, in writing, that the Contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

E-17

Special Contract Requirements Project: MT OMAD 18(48), Dog Creek Bridges 1 & 2, Stearns - Augusta Bridge

(a) No construction related activities will occur within a half mile of any stream from April 1 through June 30.

(b) Store all food, toiletries, and other potential bear attractants in bear-proof containers.

(c) Remove all trash from the project site each day and dispose of trash in a way that is unavailable to bears

(d) Do not feed bears.

(e) Report grizzly bear sightings or incidents to the CO and MAFB personnel as soon as possible.

(f) Modify construction activities any time the potential of compromising the safety of a grizzly bear is identified.

(7) Comply with the following requirements when in Lewis and Clark County for construction related activities on Stearns-Augusta Bridge.

(a) Store all food, toiletries, and other potential bear attractants in bear-proof containers.

(b) Remove all trash from the project site each day and dispose of trash in a way that is unavailable to bears

(c) Do not feed bears.

(d) Report grizzly bear sightings or incidents to the CO and MAFB personnel as soon as possible.

(e) Modify construction activities any time the potential of compromising the safety of a grizzly bear is identified.

(f) No construction related activities will occur within a half mile of any stream from April 1 through June 30.

(g) No construction-related activities will be conducted at night (6:00 p.m. – 6:00 a.m.) between April 15 and June 30 within a half mile of the stream.

(8) Use fish screens when pumping water upland. If diverting water allows the flow to continue downstream then no fish screen is necessary. Remove trapped fish and release downstream of construction activity and away from turbidity (muddy water).

107.12 Montana Asbestos Control and Demolition Requirements. (Added Subsection).

(a) Maintain copies on-site of the Montana Department of Environmental Quality Acknowledgment (J-1) and the asbestos inspection reports (See FAR Clause 52.236-4 Physical Data).

(b) No activities may begin earlier than the notified start date found in the MT-DEQ Acknowledgement. All revisions to start and end dates must be approved by the MT-DEQ.

(c) Follow all State & Federal regulations for the identification, removal, and clearance of any regulated materials including asbestos. Added by Amendment A001

M O N T A N A

D E Q

N E S H A P

A C K N O W L E D G M E N T

Dated this 11th day of April 2013

The affected building area or facility was inspected by Robert P Frantz, MTA-2640-IN on 03/29/2013.

610 E FIFTH STREET

FEDERAL HIGHWAY ADMINISTRATION_WESTERN FEDERAL

LANDS DIVISION

VANCOUVER, WA 98661

STEARNS AUGUSTA BRIDGE, DOG CREEK BRIDGES 1 AND 2

434 HIGHWAY

GREAT FALLS, MT 59401

D (Delton) Eason

In compliance with Montana Code Annotated §§ 75-2-501 through 75-2-519, and Montana Administrative Rules Title 17, Chapter 74, Subchapters 3 and 4, has notified the Department of Environmental Quality Asbestos Control Program that demolition or renovation activities as specified in either the Montana Asbestos Project Permit Application and Demolition/Renovation Notification or the Montana Demolition Notification will begin at the following location beginning and ending on the dates listed below.

MTN13-0025-01Notification # 07/01/2013 12/31/2014Start Date End Date

Conditions:

1. No activities may begin earlier than the notified start date. All revisions to start and end dates must be approved by Department of Environmental Quality.

2. This acknowledgment and the asbestos inspection report should be maintained on-site.

3. Demolition approval is contingent on the adherence to all State and Federal regulations for the identification, removal, and subsequent clearance requirements for any regulated materials including asbestos.

For the Montana Department of Environmental Quality

Asbestos Control Program, 1520 E Sixth Ave, Helena, MT 59620-0901

(406) 444-5300

Rev 1 changes the start date to July 1, 2013.

J-1

MT-DEQ Asbestos Control Program Added by Amendment A001 Project: MT OMAD 18(38) Dog Creek Bridges 1 & 2, Sterns-Augusta Bridge

J-2

MT-DEQ Asbestos Control Program Added by Amendment A001 Project: MT OMAD 18(48) Dog Creek Bridges 1 & 2, Sterns-Augusta Bridge

Reserved

N

Drawing No. Description

BRIDGE DRAWING INDEX

GENERAL NOTES

FOUNDATION PLAN

PLAN AND ELEVATION

PROFILE GRADE DIAGRAM

HYDRAULIC DATA

Elev.

WS

ft/sec.

V ft /sec

Q

Q

Q

100Q

El. 4142.14

Sta. 15+03.64

Begin Bridge

Q500 9250

El. 4123.00 El. 4123.00

-0.8298%

K = 51

50’ VC

SSD = 1128’

No Scale

Elevations are at profile grade @ C Rdwy.L

D e a rb o rn R iv e r

M id d le F o rk

15+00 16+00

30°

El. 4142.14

Sta. 15+03.64

Begin Bridge

C Rdwy.L

UNLESS NOTED

1"= 10’-0"

PLAN & ELEVATION

A1

Profile grade existing ground @ C Rdwy.

Approximate location of

L

ELEVATION

Q WS El. = 4133.3

El. 4141.25

El. 4141.37

(typ.)

El. 4142.08

El. 4142.20

Gutterline (typ.)

WINGWALL A

WINGWALL B

WINGWALL C

WINGWALL D

REBAR LIST (1 OF 4)

REBAR LIST (2 OF 4)

P/S GIRDER SECTIONS

P/S GIRDER DETAILS

TYPICAL SECTION

RG2935-A

RG2935-B

RG2935-C

RG2935-D

RG2935-E

RG2935-F

RG2935-G

RG2935-H

RG2935-I

RG2935-J

RG2935-K

RG2935-L

RG2935-M

RG2935-N

RG2935-O

RG2935-P

RG2935-R

RG2935-S

RG2935-T

B. ROBINSON

PLAN

Low chord El. 4137.45

RG2935-U

RG2935-V

RG2935-W

RG2935-X

RG2935-Y

RG2935-Z

BRIDGE RAILING

P/S EXT. GIRDER TOP FLANGE

P/S INT. GIRDER TOP FLANGE

ABUTMENT ENDWALLS

ABUTMENT 2 U/S WINGWALL D

ABUTMENT 2 D/S WINGWALL C

ABUTMENT 2 ELEVATION

ABUTMENT 1 ELEVATION

ABUTMENT 1 D/S WINGWALL A

ABUTMENT 1 U/S WINGWALL B

17’-0" 20’-0"

20’-0" 17’-0"

ABUTMENT 1 PLAN

ABUTMENT 1 FOOTING

ABUTMENT 2 PLAN

ABUTMENT 2 FOOTING

V P I

E l.

.0

18.7

10.6

7.9

2.6

4139.7

4134.6

4133.3

4128.0

Grade = -0.8298%

El. 4119.00 El. 4119.00

El. 4132.0

Exp Exp

L

El. 4131.5

2%

(0.5% slope)

El. 4126 @ C Rdwy.

Proposed active flow channel

RG2935-Q P/S GIRDER B THRU D

RG2935-AA

P/S GIRDERS A & E

LEl. 4128 @ C Rdwy.

Proposed flood channel

REBAR LIST (3 OF 4)RG2935-BB

REBAR LIST (4 OF 4)RG2935-CC

See SCR’s for requirements.

Seal concrete foundation (typ.).

E.35

BRIDGE RAILING DETAILS (1 OF 2)

BRIDGE RAILING DETAILS (2 OF 2)

See roadway plan.

(typ. all four corners)

Approach guardrail concrete overlay deck bulb tee girders with

Precast prestressed concrete

Elevations shown are at the top of concrete endwall.

Note:

for slope protection details.

See RG2935-D and roadway plans

Montana Type W740 steel bridge railing

ABUTMENT 1 ABUTMENT 2

SLOPE PROTECTION PLAN

30’-0"

1 4/10/13 KN Change Station to Grid

Length of Bridge = 100’-0" (Measured in Ground)

El. 4141.31

Sta. 16+03.64 (or Sta. 16+03.56 - Grid, see note)

End Bridge dimensions are based on Ground values.

Coordinate values. Bridge plans and

Road Stationing is based on State Plane

Note: 1

El. 4141.31 see note)

(or Sta. 16+03.56 - Grid, Sta. 16+03.64

End Bridge

SHEET

NO.

PROJECT

STATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BY

DESIGNED BYREVISIONSBYDATENO.

REVISIONS

BY

DATE

NO.

c f lc a d d .c f lh d .l o c a l\

P r o j e c ts F

L H

B r id g e

W F

L R

G

S te a r n s

A u g u s ta

B r id g e C

A D

D

F il e s D

G N

F il e s p e .d g n

RG2935- JANUARY 2013 of

MT

OMAD 18(48)

STEARNS AUGUSTA BRIDGE

MIDDLE FORK DEARBORN RIVER

ROUTE G-8

BONNIE KLAMERUSD. GERMANI

LEWIS AND CLARK COUNTY, MONTANA

29G. MAY