W912ES20B0010 0001 Montevideo RR Updates.pdf

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Attached to
Montevideo Railroad Emergency Flood Barrier Construction Federal contract opportunity
Solicitation number
W912ES20B0010
Issued by
Department of the Army Corps of Engineers Engineering District St Paul

About this file

This solicitation is for construction of an emergency flood barrier across a railroad alignment in Montevideo, Minnesota. The U.S. Army Corps of Engineers, St Paul District requires construction that includes time-sensitive railroad closure work under a Minnesota Department of Transportation bridge with low head room. The project has an estimated value between $500,000 and $1,000,000. Interested contractors should respond to Invitation for Bids number W912ES20B0010 for this unrestricted, full and open competitive solicitation. The NAICS code is 237990 for other heavy and civil engineering construction with a size standard of $39.5 million. Payment and performance bonds are required in accordance with FAR Part 28.

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Other files for this federal contract opportunity

Other files attached to Montevideo Railroad Emergency Flood Barrier Construction, newest first.
File Type Posted
W912ES20B0010 Montevideo RR Closure Bid Abstract.pdf PDF
W912ES20B0010 0003 Montevideo RR Bid Procedures.pdf PDF
W912ES20B0010 0002 Montevideo RR Work Completion.pdf PDF
W912ES20B0010 Montevideo RR SPECS.pdf PDF
W912ES20B0010 Montevideo RR PLANS.pdf PDF

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W81G6791775150

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of Amendment 0001 to Invitation for Bid W912ES2B0010, Montevideo Flood Risk Management Railroad Closure Construction project is to update as provided beginning on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

1 49

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 04-Jun-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912ES20B0010

X 9B. DATED (SEE ITEM 11)

18-May-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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)

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.

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)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

04-Jun-2020

CODE

CONTRACTING DIVISION

USACE - ST. PAUL

180 5TH STREET E SUITE 700

ST. PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES20B0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

AMENDMENT 0001 SUMMARY

AMENDMENT 0001

1. SPECIFICATION SECTION 01 00 00.00 13 GENERAL, Paragraph 1.2 SUBMITTALS is changed

FROM:

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Preconstruction Surveys

Preconstruction surveys shall be submitted as described in paragraph PRECONSTRUCTION

SURVEYS.

Railroad Outage Work Plan MnDOT Bridge and Embankment Workplan

TO:

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Preconstruction Surveys

Preconstruction surveys shall be submitted as described in paragraph PRECONSTRUCTION

SURVEYS.

Railroad Outage Work Plan; G MnDOT Bridge and Embankment Work Plan; G

2. SPECIFICATION SECTION 01 00 00.00 GENERAL, Paragraph 3.5 MnDOT Bridge and Embankment Workplan is changed

FROM:

3.5 MnDOT Bridge and Embankment Workplan

Prior to beginning any construction within MnDOT right of way the Contractor shall submit its work plan explaining how the Contractor intends to work in the vicinity of the roadway, bridge, and embankment and comply with the terms of the work permit from MnDOT. The work plan must include any excavations and any necessary shoring that will be placed within MnDOT right-of-way. An additional two weeks must be allowed for MnDOT review and comment.

TO:

3.5 MnDOT Bridge and Embankment Workplan

Prior to beginning any construction within MnDOT right of way the Contractor shall submit its work plan explaining how the Contractor intends to work in the vicinity of the roadway, bridge, and embankment and comply with the terms of the work permit from MnDOT. The work plan must include any excavations and any necessary shoring that will be placed within MnDOT right-of-way.

3. SPECIFICATION SECION 01 00 00.00 13 GENERAL, Paragraph 3.7 ATTACHMENTS, a. MnDOT Miscellaneous Work on Trunk Highway Right of Way Permit, b. MnDOT Drainage Permit, and c. MnDOT Miscellaneous Work on Trunk Highway Right of Way Permit (Tree Cutting) are deleted in their entirety and are replaced with the attached updated final approved permits.

4. SPECIFICATION SECTION 01 33 00 SUBMITTAL PROCEDURES, attached SAMPLE SUBMITTAL REGISTER is deleted in its entirety and replaced with the attached updated SAMPLE SUBMITTAL REGISTER.

Changes to Plans:

SHEET ID CF101.

5. GENERAL NOTE 5 is added as follows: NORTH BERM TO BE PLACED AROUND EXISTING UTILITY POLES AND GUY WIRES. COORDINATE PLACEMENT PLAN WITH LOCAL UTILITY AND MODIFY GUY ANCHORAGES PER UTILITY

REQUIREMENTS.

SHEET ID CF302.

6. GENERAL NOTE 1 is deleted and replaced with the following: ALL RAIL TRACK, TIE AND BALLAST WORK WILL BE

DONE BY OTHERS.

7. GENERAL NOTE 2 is added as follows: CONTRACTOR RESPONSIBLE FOR SHAPING AND COMPACTING SUB-

BALLAST.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

WAGE RATES

General Decision Number: MN20200053 05/15/2020

Superseded General Decision Number: MN20190053

State: Minnesota

Construction Type: Heavy Heavy including Water and Sewer Lines

Counties: Big Stone, Chippewa, Cottonwood, Grant, Jackson, Kittson, Lac Qui Parle, Lincoln, Lyon, Marshall, Murray, Nobles, Norman, Otter Tail, Pennington, Pipestone, Pope, Red Lake, Redwood, Rock, Roseau, Stevens, Swift, Traverse, Wilkin and Yellow Medicine Counties in Minnesota.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020 1 02/14/2020 2 05/15/2020

CARP0606-025 05/01/2019

BIG STONE, CHIPPEWA, COTTONWOOD, GRANT,JACKSON, LAC QUI PARLE, LINCOLN, LYON,

MURRAY, NOBLES, PIPESTONE, POPE, REDWOOD, ROCK, STEVENS, SWIFT, TRAVERSE, YELLOW

MEDICINE

Rates Fringes

CARPENTER (Form Work Only).......$ 30.55 18.72

CARP0606-026 05/01/2019

KITTSON, MARSHALL, NORMAN, OTTER TAIL, PENNINGTON, RED LAKE, ROSEAU, WILKIN

CARPENTER (Form Work Only).......$ 30.55 18.72

ELEC0292-025 09/24/2018

BIG STONE, CHIPPEWA, LAC QUI PARLE, POPE, STEVENS, SWIFT

Rates Fringes

ELECTRICIAN

Electrical Contracts

$300,000 and over...........$ 34.43 19.83 Electrical Contracts under $300,000....................$ 33.98 19.59

ELEC0343-023 07/01/2018

COTTONWOOD, JACKSON, LINCOLN, LYON, REDWOOD, YELLOW MEDICINE

Rates Fringes

ELECTRICIAN......................$ 34.64 16.70

ELEC0426-003 06/01/2017

MURRAY, NOBLES, PIPESTONE & ROCK COUNTIES

Rates Fringes

ELECTRICIAN

0 to 10 miles from Worthington, Minnesota, and 0 to 70 miles from Sioux Falls, South Daktoa...$ 22.19 10%+8.34 Remaining Area..............$ 27.09 12.41

ELEC1426-005 06/01/2019

GRANT, KITTSON, MARSHALL, NORMAN, OTTER TAIL, PENNINGTON, RED LAKE, ROSEAU,

TRAVERSE & WILKIN COUNTIES

ELECTRICIAN......................$ 31.62 14.43

ENGI0049-023 05/01/2019

Rates Fringes

OPERATOR: Power Equipment

GROUP 2.....................$ 29.80 20.50

GROUP 3.....................$ 28.87 20.50

GROUP 4.....................$ 28.56 20.50

GROUP 5.....................$ 26.85 20.50

GROUP 6.....................$ 26.25 20.50

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 2: Crane with over 135' Boom, excluding jib; Hydraulic Backhoe with shovel-type controls, 3 cubic yards and over;

Grader/Blade finishing earthwork and bituminous.

GROUP 3: Hydraulic Backhoe with shovel-type controls up to 3 cubic yards; Loader 5 cu yd and over (Excluding Sewer & Water lines); Mechanic; Tandem Scraper; Truck Crane;

Crawler Crane

GROUP 4: Bituminous Roller 8 tons & over; Elevating Grader;

Bobcat/Skid Steer Loader over 1 cu yd; Loader over 1 cu yd (Excluding Sewer & Water lines); Grader; Scraper up; to 32 cu yd; Farm Tractor with Backhoe attachment; Skid Steer Loader over 1 cu yd with Backhoe attachment; Loader over 1 cu yd (Excluding Sewer & Water lines); Tractor over 50 hp;

Bulldozer over 50 hp.

GROUP 5: Bituminous Roller under 8 tons; Bituminous Rubber Tire Roller; Bobcat/Skid Steer Loader up to 1 cu yd; Loader up to 1 cu yd (Excluding Sewer & Water lines); Tractor 50 hp or less; Bulldozer 50 hp or less.

GROUP 6: Oiler, Crane Oiler

CRANE OVER 135' BOOM, EXCLUDING JIB - $ .25 PREMIUM;

CRANE OVER 200' BOOM, EXCLUDING JIB - $ .50 PREMIUM

UNDERGROUND WORK:

UNNELS, SHAFTS, ETC. - $ .25 PREMIUM

UNDER AIR PRESSURE - $ .50 PREMIUM

HAZARDOUS WASTE PROJECTS (PPE Required):

LEVEL A - $1.25 PREMIUM

LEVEL B - $ .90 PREMIUM

LEVEL C - $ .60 PREMIUM

* IRON0512-012 05/03/2020

BIG STONE, CHIPPEWA, COTTONWOOD, GRANT, JACKSON, KITTSON, LAC

QUI PARLE, LINCOLN, LYON, MURRAY, NOBLES, OTTERTAIL,

PIPESTONE,POPE, REDWOOD, ROCK, STEVENS, SWIFT, TRAVERSE, YELLOW

MEDICINE

IRONWORKER, STRUCTURAL AND

REINFORCING......................$ 38.35 30.70

* IRON0512-027 05/03/2020

MARSHALL, NORMAN, PENNINGTON, RED LAKE, ROSEAU, WILKIN

Rates Fringes

IRONWORKER, STRUCTURAL AND

REINFORCING......................$ 33.99 30.70

LABO0132-037 05/09/2016

LABORER (LANDSCAPE)..............$ 25.88 16.57

LABO0132-043 05/01/2012

COTTONWOOD, JACKSON, LAC QUI PARLE, LINCOLN, LYON, MURRAY,

NOBLES, PIPESTONE, REDWOOD, ROCK, AND YELLOW MEDICINE COUNTIES

LABORER (LANDSCAPE)..............$ 17.49 12.10

LABO0563-003 05/01/2019

BIG STONE, CHIPPEWA, GRANT, OTTER TAIL, POPE, STEVENS, SWIFT,

AND TRAVERSE COUNTIES

LABORERS

(2) Mason Tender - Cement/Concrete.............$ 26.69 15.60

(6) Pipelayer (Excluding Sewer & Water Lines)........$ 28.99 15.60

LABO0563-050 05/01/2018

BIG STONE, CHIPPEWA, GRANT, OTTER TAIL, POPE, STEVENS, SWIFT,

TRAVERSE, AND WILKIN COUNTIES

LABORER (LANDSCAPE)..............$ 25.32 13.69

LABO1097-003 05/01/2018

KITTSON, MARSHALL, NORMAN, PENNINGTON, RED LAKE, AND ROSEAU

COUNTIES

LABORERS

(2) Mason Tender - Cement/Concrete.............$ 25.34 15.00

(6) Pipelayer (Excluding Sewer & Water Lines)........$ 27.64 15.00

LABO1097-012 05/01/2018

KITTSON, MARSHALL, NORMAN, PENNINGTON, RED LAKE, AND ROSEAU

COUNTIES

LABORER (LANDSCAPE)..............$ 25.32 13.69

SUMN2009-090 09/28/2009

Rates Fringes

LABORER: Common or General (Excludes Water & Sewer Lines)...$ 15.58 5.67

TRUCK DRIVER: Straight Truck....$ 16.05 0.00

WATER & SEWER LINES:

Laborer, Common or General.......$ 13.66 5.92

WATER & SEWER LINES:

Laborer, Pipelayer...............$ 15.63 5.92

WATER & SEWER LINES:

Operator - Loader/Front End Loader...........................$ 17.56 7.55

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH- 0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division

U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

“END OF GENERAL DECISION"

Vick1Ger Typewritten Text

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Vick1Ger

7-1-2021

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Vick1Ger xxxxxxxxxxxxx

Vick1Ger

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 8 PAGES

Montevideo RR Closure

01 00 00.00 13 SD-01 Preconstruction Submittals 3.2.4Preconstruction Surveys

3.4.1 GRailroad Outage Work Plan

3.5 GMnDOT Bridge and Embankment

Work Plan 01 22 00.00 13 SD-07 Certificates

GCertified Scale 01 32 01.00 13 SD-01 Preconstruction Submittals

3.4.1 GInitial Project Schedule

3.4.2 GPeriodic Updates

01 35 26 SD-01 Preconstruction Submittals

1.6 G SOAccident Prevention Plan (APP)

1.7 G SOActivity Hazard Analysis (AHA)

1.6.1.2 G SOCritical Lift Plan

1.7.3Safety Action Plan 3.6.2Railroad Contractor Safety

Orientation SD-06 Test Reports

1.11Notifications and Reports

1.11.2 GAccident Reports

1.11.3LHE Inspection Reports

SD-07 Certificates 1.5.1.3Crane Operators

1.6.1.1 GStandard Lift Plan

1.6.1.2 GCritical Lift Plan

1.7 GActivity Hazard Analysis (AHA)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 8 PAGES

Montevideo RR Closure

01 35 26 1.11.4Certificate of Compliance 01 41 26.00 13 SD-01 Preconstruction Submittals

G CIVStormwater Pollution Prevention Plan (SWPPP)

Application SD-11 Closeout Submittals

G PMNotice of Termination (NOT) Records

01 45 04.00 13 SD-01 Preconstruction Submittals

3.2.1 GQuality Control Plan (QCP)

01 50 00.10 13 SD-02 Shop Drawings GTraffic Control Plan

01 50 02.00 13 SD-02 Shop Drawings Site Plan

SD-06 Test Reports Formaldehyde Emission Test Results

01 57 20.00 13 SD-01 Preconstruction Submittals

1.7 G ENVEnvironmental Protection Plan

01 71 23.05 13 SD-01 Preconstruction Submittals

3.1.3.2 G SURVConstruction Surveying Work

Plan and Schedule

1.8.1 G SURVQuality Control Plan

G SURVPreliminary Survey

1.9.1 G SURVProfessional Certification and

Work Experience

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 8 PAGES

Montevideo RR Closure

01 71 23.05 13 SD-11 Closeout Submittals GSURVAs-Built Survey

1.5Geospatial Data 01 78 02.00 10 SD-11 Closeout Submittals

1.3 GAs-Built Drawings

1.2 GNPDES Closeout Submittals and

Records 02 41 00 SD-01 Preconstruction Submittals

G STRExisting Pump Station Discharge Pipe End Cap Plan

SD-07 Certificates

1.7 GDemolition plan

SD-11 Closeout Submittals GUtility Modification Report

03 11 13.00 10 SD-02 Shop Drawings

3.1.1 G STRFormwork

2.1.1 G STRForm Removal Schedule

SD-03 Product Data

1.3 G STRDesign

2.1Form Materials 2.1.3Form Releasing Agents

03 15 13.00 10 SD-02 Shop Drawings

2.1 G STRWaterstops

SD-03 Product Data 2.1Waterstops

SD-04 Samples

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 8 PAGES

Montevideo RR Closure

03 15 13.00 10 2.1.1Non-metallic Materials SD-07 Certificates

2.1Waterstops 03 20 01.00 10 SD-02 Shop Drawings

3.1 G STRReinforcement

SD-03 Product Data

1.3Welding SD-07 Certificates

2.1Reinforcing Steel 03 22 70.01 SD-01 Preconstruction Submittals

G MATControlled Low Strength Material Operation and Placement

G STRPlacing SD-03 Product Data

3.2 G STRCold-Weather Protection Plan

G STRLow Viscosity Structural Epoxy G STREquipment

SD-05 Design Data G STRCLSM Mixture Proportions

SD-06 Test Reports G STRCLSM Mixture Proportions Tests G MATAggregate Gradation Testing

Report G MATCement G MATFly Ash

SD-11 Closeout Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 8 PAGES

Montevideo RR Closure

03 22 70.01 GFinal Inspection Results 03 31 00.00 10 SD-01 Preconstruction Submittals

G MATConcrete Operation Plan G MATCold Weather Plan G MATHot Weather Plan

Joint Treatment Plan SD-02 Shop Drawings

G STRShop Drawings SD-03 Product Data

G MATConcrete Mixture Design SD-07 Certificates Manufacturer's Certificates Qualifications

05 50 00 SD-02 Shop Drawings

1.6 G STRMiscellaneous Metal Items

SD-03 Product Data

2.9.1 G STRRail Clip Manufacturer's Data

SD-04 Samples 1.6Miscellaneous Metal Items

05 50 03.00 10 SD-02 Shop Drawings

1.3 G STRDetail Drawings

SD-03 Product Data

2.2.2.1 G STRWelding of Structural Steel

2.2.2.3 G STRWelding of Aluminum

2.3.4 G STRStructural Steel Welding Repairs

2.1.1Materials Orders

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 8 PAGES

Montevideo RR Closure

05 50 03.00 10 2.1.2Materials List 2.1.3Shipping Bill

SD-06 Test Reports 2.3Tests, Inspections, and

Verifications SD-07 Certificates

1.4Qualification of Welders and Welding Operators

2.2.2.4 G STRApplication Qualification for Steel

Studs

2.2.2.3 G STRWelding of Aluminum

31 00 00.00 13 SD-01 Preconstruction Submittals

G GeoBorrow Source G EnvDisposal Site(s)for Soils and

Organic Materials

1.6 G COEarthwork and Grading Plan

3.5.7 G GeoDewatering Plan

3.5.8 G GeoExcavation Plan

3.5.6.1 G StrShoring Plan

G GeoTesting Table SD-06 Test Reports

G GeoInitial Test Results

2.4 G GeoEarthwork Final Report

Daily Report Forms 31 41 16 SD-01 Preconstruction Submittals

2.1 G STRSheet Piling Sealant

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 8 PAGES

Montevideo RR Closure

31 41 16 G CONPile Driving Installation Plan SD-02 Shop Drawings

2.2 G STRMetal Sheet Piling

SD-03 Product Data

3.2.2.2Driving

3.2.1 G STRPile Driving Equipment

3.2.5Pulling and Redriving

SD-06 Test Reports 2.4.1Materials Tests

SD-07 Certificates 1.4.1Sheet Piling Material Certificates 1.4.2Sheet Piling Sealant Material

Certificates 32 92 19.00 13 SD-03 Product Data

Manufacturer's Literature SD-06 Test Reports Seed Test Quantity Check Maintenance Record

SD-07 Certificates Certificates of Compliance

33 40 00 SD-03 Product Data 3.3Placing Pipe

SD-07 Certificates Resin Certification

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 8 PAGES

Montevideo RR Closure

33 40 00 Hydrostatic Test on Watertight Joints

2.3.3Frame and Cover for Gratings 35 20 14 SD-02 Shop Drawings

2.4.1 G STRDetail Drawings

SD-03 Product Data

2.4.3Welding 2.1Materials

Identification System SD-05 Design Data

G STRAlternate Stop Log Design SD-06 Test Reports

2.5Tests, Inspections, and Verifications

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W912ES20B0010 0001 Montevideo RR Updates
W912ES20B0010 00001 Updated Docs
MnDOT Approved Permit - RR Closure Drainage - Permit No. 8881
MnDOT Approved Permit No. 84068
MnDOT Approve Permit - Tree Clearing - Permit No. 84063
W912ES20B0010SampleSubREGISTERAmend1
MFRMRR_CF101
MFRMRR_CF302

File details come from the government source that posted it. Updated .