W912QR-41992386_CERTFinal_Specs_Vol2-0001.pdf

Solicitation For Multiple Award Task Order Contracts for Rivers and Marine Activities within the Great Lakes and Ohio River Division Mission Boundaries.

Markland Aux Chamber Miter Gate Repair, Warsaw, Ky P2: 513961

Design-Bid-Build Specifications - Vol. 2

22 August 2024

W912QR-41992386

Corrected Final Design

05 September 2024

W912QR-41992386-0001

Certified Final Design

MATOC

W9123722D0027 thru W9123722D0030 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 1200 Disposition: Permanent

W912QR-41992386_CERTFinal_Specs_Vol2-0001

PROJECT TABLE OF CONTENTS

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 - SPECIAL PROVISIONS

CONSTRUCTION PROJECT SIGN DETAILS

SUBMITTAL REGISTER

DIVISION 01 - GENERAL REQUIREMENTS

01 14 00 - WORK RESTRICTIONS

01 20 00.00 06 - TASK ORDER SCOPE OF WORK

DIVISION 03 – CONCRETE

03 30 00 – CAST-IN-PLACE CONCRETE

DIVISION 5 – METALS

05 05 23.16 – STRUCTURAL WELDING

05 50 13 – MISCELLANEOUS METAL FABRICATIONS

DIVISION 9 – FINISHES

09 97 02 – PAINTING: HYDRAULIC STRUCTURES

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 80 01.00 16 – LOCK CHAMBER UNWATERING

APPENDICES

Appendix A – Hydrographs

Appendix B – Existing Jacking Guide Reference Drawings

NEW WORK DRAWINGS

Plan Sheets - Separate File

-- End of Project Table of Contents –

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

Certified Final

SECTION 00 80 50.00 0 6

SPECIAL PROVISIONS FOR TASK ORDERS

Design/Build or DBB

05/2019

PART 1 GENERAL

Attachments to this specification are as follows:

Construction Project Sign Details Project Submittal Register

1.1 SUBMITTALS

Government approval/acceptance 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. All construction submittals shall be submitted utilizing RMS3.0 or most current version (QCS or RMS2.38 shall not be allowed). Only electronic documents shall be accepted (no hardcopies). The following shall be submitted in accordance with Section 01 33 00.00 06 OR 01 33 00.10 06 and the Task Order Statement of Work:

SD-11 Closeout Submittals

Preliminary (Working) As-Built Drawings

Final As-Built Drawings ; G

1.2 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.2.1 Liquidated Damages

Refer t o FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 00 750 00 for the amount of Liquidated Damages for the project.

1.2.2 Significant Contract Dates

Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 75 00 for a notification of significant contract dates.

1.3 NOT USED

1.4 PROJECT SIGN

General. The Contractor shall furnish and erect at the location directed one project sign.

Exact placement location will be designated by the Contracting Officer.

The panel sizes and graphic formats have been standardized for visual consistency throughout all Corps operations.

Panels are fabricated using HDO plywood with dimensional lumber uprights

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P2 513961 Markland Aux Chamber Miter Gate Repair

Warsaw, KY and bracing.

All legends are to be painted in the sizes and styles as specified by the graphic formats shown at the end of this section. The signs (including back and edges), posts and braces shall be given two coats of Benjamin Moore No. 120-60 poly-silicone enamel or approved equal before lettering.

The 4' x 4' right section of the project sign shall be white with black lettering. The 2' x 4' left section shall be Communication Red (CR) with white lettering. The upper 2' x 2' left section of the project sign shall be communication red (CR) with white lettering. The lower 2' x 2' left section of the project sign shall be local customer's colors with white lettering (matching local sponsor's colors). Paint colors shall be as follow:

Black - Federal Standard 595a Color Number 27038 White - Federal Standard 595a Color Number 27875 Red - PANTONE 032

An example of the sign including mounting and fabrication details are also provided at the end of this section.

Name of the project shall be as indicated on Task Order: USACE Name of the designer shall be as indicated on Task Order: USACE Name of local sponsor shall be as indicated on Task Order: USACE

Erection and Maintenance.

a. The signs shall be erected at the designated location(s). Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs in position throughout the life of the contract. The signs shall be maintained in good condition until completion of the contract, shall remain the property of the Contractor, and shall be removed from the site upon completion of work under the contract.

b. Logos. The Corps of Engineers and Army Star Logo must be provided in the sizes and styles as specified by the graphic formats shown in the attachment at the end of this section.

Payment. No separate payment will be made for furnishing and erecting the project signs as specified and costs thereof shall be considered a subsidiary obligation of the Contractor.

1.5 AS-BUILT DOCUMENTS FOR DESIGN BID BUILD PROJECTS

1.5.1 General

This section covers the completion of final as-built drawings, as a requirement of the contract. The Contractor is responsible for maintaining paper copy working as-built drawings during the construction phase. These paper copy drawings will be used by the Contractor to prepare, maintain and submit the final as-built drawings.

1.5.1.1 As-Built Drawings

An as-built drawing is a contract construction drawing revised to reflect the final as-built conditions of the project because of modifications, changes, corrections to the project design required during construction, submittals and extensions of design. The terms "drawings," "contract

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P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY drawings," "drawing files," "working as-built drawings" and "final as-built drawings" refer to contract drawings that are revised to be used for the "RECORD DRAWING AS-BUILTS".

1.5.1.2 Government-Furnished Files

The Contractor will be provided electronic files at the beginning of construction for use during the construction phase which are to be maintained during construction for the preparation of as-builts. The Contractor shall be responsible to print two full size paper copies. The Contractor shall enter changes and corrections on two sets of paper full size construction plans on a weekly basis in accordance with Paragraph "Maintenance of Working As-Built Drawings" in this section.

b. The Contractor shall submit completed working paper as-built drawings to the Contracting Officer's Representative for completion of digital as-built drawings by others based on the paper copy markups maintained by the Contractor during construction.

1.5.2 Withholding

Maintenance of working as-builts is considered part of the value of the facilities being constructed and will not be paid for as a separate line item. All costs in conjunction with periodic as-built maintenance and final preparation shall be considered a subsidiary obligation of the Contractor.

1.5.2.1 Failure to Maintain

If the Contractor fails to maintain the working as-built drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount up to 10% or which, in the Contracting Officer's judgment, represents the estimated cost of bringing the as-built documents up to date. This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the Contractor regarding the accuracy and completeness of working as-built documents. This includes conversion of submittals and other miscellaneous documents.

1.5.3 Maintenance of Working As-Built Drawings

The Contractor shall revise two (2) sets of paper drawings by red-line process to show the as-built conditions during the prosecution of the project. These as-built marked drawings shall be kept current on a weekly basis and available on the jobsite at all times. Changes in the work from the contract or additional information which is uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Changes must be reflected on all sheets that the change affects. The working as-built marked drawings will be jointly reviewed for accuracy and completeness by the Contracting Officer and the Contractor before submission of each monthly pay estimate. The working as-built drawings shall show the following information if applicable to the project, but not be limited thereto:

a. The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes

DOCUMENT 00 80 50.00 06 Page 3

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

b. The location and dimensions of any changes within the building structure.

c. The correct alignments, grade elevations, typical cross section, earthwork, structures or utilities if any changes were made from contract plans.

d. Additional as-built information that exceeds the detail shown on the Contract Drawings. These as-built conditions include those that reflect structural details, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations and layouts, equipment, sizes, mechanical and electrical room layouts and other extensions of design, that were not shown in the original contract documents because the exact details were not known until after the time of approved shop drawings. It is recognized that the shop drawing submittals (revised showing as-built conditions) will serve as the as-built record without actual incorporation into the contract drawings. The final as-built construction drawing shall reference the shop drawing file that includes the as-built information. In turn, the shop drawing shall reference the applicable construction as-built drawing. All such shop drawing submittals must include the paper copy and PDF of the drawings.

e. The invert elevations and grades of any drainage structures or ditches installed or affected as part of the project construction.

f. Changes or modifications which result from the final inspection.

g. Not Used

h. Where contract drawings present options, only the option selected for construction shall be shown on the final as-built drawings.

i. Not Used

j. Not Used

k. Contract modification (change order price) shall include the Contractor's cost to change working and final as-built drawings to reflect modifications and compliance with the following procedures (See "Markings and Indicators"):

(1) Directions in the modification for posting descriptive changes shall be followed.

(2) A Revision Triangle shall be placed at the location of each deletion.

(3) For new details or sections which are added to a drawing, a Revision Triangle shall be placed by the detail or section title.

(4) For minor changes, a Revision Triangle shall be placed by the area changed on the drawing (each location).

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P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

(5) For major changes to a drawing, a Revision Triangle shall be placed by the title of the affected plan, section, or detail at each location.

( 6) For changes to schedules or drawings, a Revision Triangle shall be placed either by the schedule heading or by the change in the schedule.

1.5.4 Preliminary (Working) As-Built Drawings Submittal

Six (6) weeks before Contract Completion Date, the Contractor shall submit one (1) set of the original paper working as-built drawings to the Contracting Officer for review and approval. These working as-built marked drawings shall be neat, legible and accurate. The review by Government personnel will be expedited to the maximum extent possible. If upon review, the working as-built drawings are found to contain errors and/or omissions, they will be returned to the Contractor for corrections. The Contractor shall complete the corrections and return the working as-built marked drawings to the Contracting Officer within 14 calendar days. Upon approval, the working as-built drawings will be returned to the Contractor for use in preparation of final as-built drawings.

1.5.5 Preparation of Final As-Built Drawings

The contract drawings shall be modified as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract drawings into agreement with approved working as-built drawings, adding such additional drawings as may be necessary.

These final as-built drawings are part of the permanent records of the project and the Contractor shall be responsible for the protection and safety thereof until returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at no expense to the Government.

In the event the Contractor accomplishes additional work which changes the as-built conditions of the facility, after submission and approval of the working as-built drawings, the Contractor shall be responsible for the addition of these changes to the working as-built drawings and also to the final as-built documents.

1.5.6 Markings and Indicators

Changes shall be annotated in accordance with ERDC_ITL TR-12-1 "A/E/C Graphics Standard_Release 2.0" at the following locations:

a. Bottom of the revised detail.

b. Right hand and bottom border aligned with the revised detail.

c. The revision block of the title block.

Separate markings shall be made for each modification negotiated into the contract.

1.5.7 Preparation of Other As-Built Documents

All other non-electronic documents which may include, for example, design analysis, catalog cuts, or certification documents that are not available in native electronic format shall be scanned and provided in an organized manner in Adobe PDF format.

DOCUMENT 00 80 50.00 06 Page 5

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

1.5.8 Submittal of Final As-Built Documents

Within 14 calendar days of Final Acceptance meeting of the project, Final As-Built documents shall be provided to the Contracting Officer in the formats described in paragraph "Electronic File Use". The final as-built document submittal shall also include the approved preliminary paper working as-built drawings.

1.5.9 Partial Occupancy

For projects where portions of construction are to be occupied or activated before overall project completion, including portions of utility systems, as-built drawings for those portions of the facility being occupied or activated shall be supplied at the time the facility is occupied or activated. This same as-built information previously furnished must also be shown on the final set of as-built drawings at project completion.

1.6 NOT USED

1.7 NOT USED

1.8 NOT USED

1.9 NO ASBESTOS - CONTAINING MATERIAL (ACM) CERTIFICATION

1.9.1 NOT USED

1.9.2 Construction Phase (For D/B and DBB)

Before final payment to the contractor, the contractor's project engineer/manager will sign and submit to the Government, on the contracting firm's letterhead, a dated copy of the following statement:

I hereby certify that to the best of my knowledge no asbestos-containing material (ACM) was used as a building material during this project.

1.10 AVAILABILITY OF UTILITIES

The Government will not furnish any utilities or sanitary facilities to the contractor for their use even if available at the work site. The contractor is responsible for procuring and/or providing these items themselves or obtaining them from a private entity (utility company).

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the FAR 52.249-10 "Default (Fixed-Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

Indicate the location of the National Weather Service office closest to

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P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY the site. See: https://www.weather.gov/ . The Contractor shall make his own investigations and determinations as to weather conditions at the site. Data may be obtained from various National Weather Service offices located generally at airports of principal cities, the nearest to this project being: Wilmington, OH.

The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

Each delivery order shall establish a schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in weather dependent activities. See the following sample schedule:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

9 6 6 6 6 5 4 3 4 4 4 5

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the FAR 52.249-10 "Default (Fixed-Price Construction)".

1.12 NOT USED

1.13 GOVERNMENT FIELD OFFICE FACILITIES AND SERVICES (1 AUG 1996)

No Government Field Office will be required, unless other specified in the Task order SOW. See Section 01 50 00.

1.14 NOT USED

1.15 NOT USED

1.16 NOT USED

1.17 (FLOATING PLANT) SIGNAL LIGHTS

The Contractor shall display signal lights and conduct his operations in accordance with the General Regulations of the Department of the Army and of the Coast Guard governing lights and day signals to be displayed by towing vessels with tows on which no signals can be displayed, vessels

DOCUMENT 00 80 50.00 06 Page 7

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY working on wrecks, dredges and vessels engaged in laying cables or pipe or in submarine or bank protection operations, lights to be displayed on dredge pipe lines, and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel, and the passing by other vessels of floating plant working in navigable channels, as set forth in Commandant U.S. Coast Guard Instruction M16672.2, Navigation Rules: International-Inland (Comdtinst M16672.2), or 33 CFR 81 Appendix A (International) and 33 CFR 84-89 (Inland) as applicable.

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 CONTRACTOR SECURITY TRAINING/FACILITY ACCESS REQUIREMENTS

The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts.

The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations.

Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures.

The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel.

The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract

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P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements.

Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

1.23 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS

In connection with the services covered by this contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified and agreed to during negotiations or in the base contract MATOC. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants.

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P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

1.24 NOT USED

1.25 NOT USED

1.26 NOT USED

1.27 NOT USED

1.28 NOT USED

1.29 NOT USED

1.30 NOT USED

1.31 NOT USED

1.32 NOT USED

PART 2 NOT USED

PART 3 NOT USED

PART 4 EXEMPTIONS AND CLARIFICATIONS

4.1 ATTACHMENTS TO THIS SPECIFICATION ARE AS FOLLOWS:

4.1.1 Construction Project Sign

4.1.2 Detailed Project Submittal Register

-- End of Section --

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P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

Introduction: Construction Project Signs EP 310-1-6a 01 May 2019 AR 601-208 10 Nov 2021

16-1

The use of signs to identify Corps managed or supervised design, construc-tion, and rehabilitation projects - both for military and civil works - is an important part of efforts to keep the public informed of Corps work. For this purpose, a construction project sign package has been adopted. This package consists of two signs: one for project identification and the other to show on-the-job safety performance of the contractor.

These two signs are to be displayed side by side and mounted for reading by passing viewers. Exact placement location will be designated by the contracting officer’s representative.

The panel sizes and graphic formats have been standardized for visual consistency throughout all Corps operations.

Sign Panels can be constructed using either of the materials below:

(1) The sign panels shall be constructed of good sound materials suitable for the purpose. Lumber shall be salt treated softwood of No. 2 grade or better. Sizes shown are nominal. Plywood shall be 1/2-inch, B-B, marine grade and with dimensional lumber uprights and bracing.

Screws shall be of commercial quality and of sizes shown.

(2) The sign Panels shall be fabricated using premium, furniture-grade exterior plywood laminated on both sides with factory-baked polyester painted aluminum surfaces and with dimensional lumber uprights and bracing. Screws shall be commercial quality and of the sizes shown.

Panels are fabricated with dimensional lumber uprights and bracing.

The sign faces are nonreflective vinyl.

All legends are to be die-cut or computer-cut in the sizes and typefaces specified and applied to the white panel back-ground following the graphic formats shown on pages 16-2 thru 16-4. The Communication Red panel on the left side of the construction project sign with Corps Signature (reverse version) is screen-printed onto the white back-ground.

NOTE USE OF THE ARMY STAR

LOGO WITH THE WHITE ARMY

BACKGROUND:

Displays of the signs are shown on the following pages. Mounting and fabrication details are provided on page 16-6.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

For Bipartisan Infrastructure Law (BIL) and Civil Works Projects that address water resources and infrastructure needs, see:

corpslakes.erdc.dren.mil/ employees/iija/iija.cfm

At the website, select OPORD 2023-25 Project Signage Requirements, ANNEX C, Investing in America Brand Guide.

Therein, you will find Guidelines for Logo Applications for the Primary Logo Mark, colors, graphics and fonts.

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

16-2

ECB No. 2020-1 SUBJECT: USACE Construction Project Signs

ATTACHMENT A: Example Graphic of Signage with Dimensions for MILCON Project

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ECB No. 2020-1 SUBJECT: USACE Construction Project Signs

ATTACHMENT B: Example Graphic of Signage with Dimensions for Civil Works Project

16-3

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SUBJECT: USACE Construction Project Signs - Bipartisan Infrastructure Law

ATTACHMENT C: Example Graphic of Signage with Dimensions for Civil Works Project

16-4

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

Safety Performance Sign EP 310-1-6a VOL 1 01 Jun 06 AR 601-208 16 July 2013

16-5

Each contractor’s safety record is to be posted on Corps managed or supervised construction projects and mounted with the Construction Project Identification sign specified on page 16-2.

The graphic format, color, size and type-faces used on the sign are to be repro-duced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend groups 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety perfor-mance record.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

Legend Group 1: Standard two-line title “Safety is a Job Requirement” with 8” (outside diameter) Safety Green first aid logo.

Color: To match Pantone system 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 3: One- to two-line identifica-tion: name of prime contractor and city, state address. Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 4: Standard safety record captions as shown.

Color: Black Typeface: 1.25” Helvetica Regular

Replaceable numbers are to be mounted on white .060 aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5" x 4.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter- and word-spacing to follow Corps standards as specified in Appendix D.

3” 33.030” eq. 8” eq.

6”

4.5”

10.5”

2.25” 3”

2.25” 3”

4.875”

4.875”

6.75”

4.875” .75” 4.875”

4.5”

3”

3” 42” 3”

2.25” 2.25” 2.25” 2.25”

.75”

3”

.75”

Sign Legend Panel Post Specification Mounting Color Type Size (A) Size Size Code Height Bkg/Lgd

CID-02 various 4’x4’ 4”x4” HDO-3 48” WH/BK-SG

Fabrication and Mounting GuidelinesEP 310-1-6a VOL 1 01 Jun 06 AR 601-208 16 July 2013

16-6 tions for HDO plywood panel preparation are provided in Appendix B.

Shown below the mounting diagram is a panel layout grid with spaces provided for project information. Photocopy this page and use as a worksheet when preparing sign legend orders.

For additional information on the proper method to prepare sign panel graphics, contact the district Sign Program Manager.

All Construction Project Identification signs and Safety Performance signs are to be fabricated and installed as de-scribed below. The signs are to be erected at a location designated by the contracting officer representative and shall conform to the size, format, and typographic standards shown on pages16-2 thru 16-4. Detailed specifica-

The sign panels are to be fabricated from .75" High Density Overlay Plywood. Panel preparation to follow HDO specifications provided in Appendix B.

Sign graphics to be prepared on a white nonreflective vinyl film with positionable adhesive backing.

All graphics except for the Communication Red background with Corps Signature on the project sign are to be die-cut or computer-cut nonreflective vinyl, prespaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on pages 16-2 and 16-3.

The 2’x 4’ Communication Red panel (to match Pantone system 032) with full Corps Signa-ture (reverse version) is to be screen-printed on the white background. Identification of the district or division may be applied under the signature with white cut vinyl letters prepared to Corps standards.

Drill and insert six (6) .375" T-nuts from the front face of the HDO sign panel. Position holes as shown. Flange of T-nut to be flush with sign face.

Apply graphic panel to prepared HDO plywood panel following manufacturers’ instructions.

Sign uprights to be structural grade 4" x 4" treated Douglas Fir or Southern Yellow Pine, No.1 or better. Post to be 12' long. Drill six

(6) .375" mounting holes in uprights to align with T-nuts in sign panel. Countersink (.5") back of hole to accept socket head cap screw (4" x .375").

Assemble sign panel and uprights. Imbed assembled sign panel and uprights in 4' hole.

Local soil conditions and/or wind loading may require bolting additional 2" x 4" struts on inside face of uprights to reinforce installation as shown.

48”

48”

18”

Construction Project Identification Sign Legend Group 1: Corps Relationship 1.

2.

Legend Group 2: Division/District Name 1.

2.

Legend Group 3: Project Title 1.

2.

3.

Legend Group 4: Facility Name 1.

2.

Legend Group 5: Contractor/A&E 1.

2.

3.

4.

5.

Safety Performance Sign Legend Group 2: Project Title 1.

2.

Legend Group 3: Contractor/A&E 1.

2.

Legend Group 2a: Military/Civil Works Sponsor 1.

2.

Legend Group 5b: Contractor/A&E 1.

2.

3.

4.

5.

25 GA. GAL. METAL

FLASHING ON TOP OF SIGN

½" COUNTERSUNK

BOLTS WITH WASHERS

2 X 4--+

½" EXTERIOR PLYWOOD FASTENED TO

2 11 X 4 11 WI TH NO. 18 X .:.2:...."�W

O.::'..OD:::_ ___ U7�-r-

S CREWS I' O.C.

l '-6"

4" X 4" TREATED

POST

2" X 8" STRUT

BRACE WITH 3-16D

¾" x t¾" MOULDING

SURROUND

l' O''

�------r--4" X 4" TREATED

POST

I

CONSTRUCTION SIGN ISOMETRIC

ERECTION DETAILS

FILE: C: 0 TEMP0 SIGN.DGN

DATE: 23-Feb-OO 13:55

16-7

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 5 PAGES

00 80 50.00 06 SD-11 Closeout Submittals

1.5.4Preliminary (Working) As-Built

Drawings

1.5.5 GFinal As-Built Drawings

01 14 00 SD-01 Preconstruction Submittals

1.3.1.1List of Contact Personnel

1.2 G ROLock Chamber Closure Request

01 20 00.10 SD-01 Preconstruction Submittals

1.5 G DOJacking Plan

SD-03 Product Data

1.6.5Backing Material

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Program

1.6.6 GQuality Control Personnel

Certifications

1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

SD-03 Product Data

2.1.1 SCementitious Materials

Concrete Curing Materials

SReinforcement

2.1.4Admixtures

Mechanical Reinforcing Bar

Connectors

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

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

O R

A E

R E V W

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APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

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DATE FWD

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AUTH/

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FROM

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REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

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OF

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DATE RCD

FRM APPR

AUTH REMARKS

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

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 5 PAGES

513961MRKAUXDEW

03 30 00 SLocal/Regional Materials

SD-05 Design Data

1.6.1.1 GConcrete Mix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Slag Cement

Aggregates

3.8.3.3 GCompressive Strength Tests

3.8.3.4Air Content

3.8.3.1Slump Tests

2.1.2Water

SD-07 Certificates

1.6.3.2Safety Data Sheets

1.6.6.2Field Testing Technician and

Testing Agency

SD-08 Manufacturer’s Instructions

2.2.1 SJoint Sealants

05 05 23.16 SD-01 Preconstruction Submittals

Welding Quality Assurance Plan;

G, ED

SD-03 Product Data

Welding Procedure

Qualifications; G, ED

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

O R

A E

R E V W

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APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

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CONTR

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TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 5 PAGES

05 05 23.16 1.3.4Welder, Welding Operator, and

Tacker Qualification

1.3.2Previous Qualifications

Pre-Qualified Procedures; G, ED

2.2Welding Electrodes and Rods

SD-06 Test Reports

3.3Nondestructive Testing

3.2Weld Inspection Log

SD-07 Certificates

1.3.1Certified Welding Procedure

Specifications (WPS)

1.3.1Certified Brazing Procedure

Specifications (BPS)

1.3.1Certified Procedure Qualification

Records (PQR)

1.3.1Certified Welder Performance

Qualifications (WPQ)

1.3.1Certified Brazer Performance

Qualifications (BPQ)

1.3.5Certified Welding Inspector

1.3.5Nondestructive Testing Personnel

05 50 13 SD-03 Product Data

2.1.2.2 GZinc Ingot Dimension Variations

SD-07 Certificates

2.1 GCertified Mill

09 97 02 SD-01 Preconstruction Submittals

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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C O D E

DATE

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TO

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FRM APPR

AUTH REMARKS

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

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 5 PAGES

09 97 02 1.3 GSafety, Health, and

Environmental Requirements

1.3.1 GAccident Prevention Plan

1.3.1.6 GConfined Spaces Plan

1.3.1.7 GRespiratory Protection Plan

1.3.2.1 GAirborne Sampling Plan

1.3.1 GVentilation Assessment Plan

1.3.3 GEnvironmental Protection Plan

1.3.3.1 GWaste Disposal Plan

1.3.3.2 GContainment Plan

1.3.3.3 GVisible Emissions Monitoring Plan

1.3.3.4 GPM-10 Monitoring Plan

1.3.3.5 GTSP Monitoring Plan

1.3.3.6 GWater Quality Plan

1.3.3.7 GSoil Quality Plan

SD-06 Test Reports

3.4Inspection Reports

1.3.2.1 GAir Monitoring Test Plan

1.3.2.1Air Monitoring Test Report

SD-07 Certificates

GSSPC Certificate

1.5.1Coating Thickness Gage

Qualification

GQualified Coating Applicator

35 80 01.00 16 SD-01 Preconstruction Submittals

1.5 GQuality Control Plan

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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P A R A G R A P H

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C O D E

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TO

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AUTH REMARKS

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

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

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

35 80 01.00 16 SD-03 Product Data

1.5.2Pump Certification

SD-05 Design Data

1.6.2 GUnwatering System Design Data

SD-10 Operation and Maintenance

Data

3.8.3Readings

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

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REVIEWER

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C O D E

DATE

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MAILED

TO

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DATE RCD

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AUTH REMARKS

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

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

SECTION 01 14 00

WORK RESTRICTIONS

06/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Lock Chamber Closure Request ; G, RO

1.2 SPECIAL SCHEDULING REQUIREMENTS

The Contractor shall be responsible for maintaining an orderly project site and clean any mud, debris or waste from the work area. Repair work may be conducted 24 hours a day, 7 days a week in the auxillary lock chamber, provided it does not interrupt normal lock operation or create unsafe conditions for using the main lock chamber. The auxilary chamber may be closed for the amount of time deemed necessary to complete the worked specified in the Task Order Scope of Work, Section 00 20 00.10, provided it stays within the low water season (July to November). If the main lock chamber needs to be closed for any reason, the contractor shall submit a lock chamber closure request to facilitate construction. The main lock chamber will continue to lock barges around any approved closure schedule. The Lockmaster, through the COR, maintains the right to revoke approved closures at the government's sole discretion if the navigation mission requires it. Requests must be approved by the Lockmaster through the COR. All requests shall be made fourteen (14) days prior to allow proper communication and coordination with the navigation industry. All requests must include the date and time of the start and stop of the closure. Requests must meet the following restrictions.

a. No more than two (2) 4-hour closures within a seven (7) day period.

b. One (1) total closure of up to 12-hours.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry.

SECTION 01 14 00 Page 1

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

-- End of Section --

SECTION 01 14 00 Page 2

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

SECTION 01 20 00.00 06

TASK ORDER SCOPE OF WORK

06/24

PART 1 GENERAL

Design-Bid-Build: The Contractor shall provide all labor, equipment, supplies and consultant services as required for the construction of the Operations Support Project at Markland Locks and Dam to result in a complete and useable Facility.

1.1 SUBMITTALS

SD-01 Preconstruction Submittals

Jacking Plan ; G, DO

SD-03 Product Data

Backing Material

1.2 SITE LOCATION

This project is located at Warsaw, Kentucky in Gallatin County.

1.3 SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. The base work includes auxiliary chamber dewatering and repair of auxiliary chamber miter gates as indicated on the drawings. Refer to Statement of Work for full scope of work and options. The scope of work and options shown on the Statement of Work supersede these specifications.

1.4 LOCK CHAMBER UNWATERING

Perform lock chamber unwatering in accordance with Specification 35 80

01.00 16.

1.5 PREPARE AND JACK MITER GATES

Submit a jacking plan for approval prior to beginning construction. The jacking plan shall include a jacking procedure with a sequence of activities, manufacturer's data for rams and HPUs, proposed cribbing material and sizes, and manufacturer's specifications on any anchors and other materials not otherwise specified.

a. Wash miter gates and remove all mud, silt, and debris to allow for visual inspection/identification of defects in welds and structural members.

b. Remove all recess latching brackets or other tiebacks from the gate.

Reinstallation of removed items will be required after jacking.

c. Mark wall and gate for government provided measurements in recess.

d. Locate and hang the top two gate guides according to the government provided drawings. Locate and mark bottom four (4) holes first then drill and hang guide. Locate and mark top four (4) holes then drill.

SECTION 01 20 00.06 Page 1

P2 513961 Markland Aux Chamber Miter Gate Repair Warsaw, KY

Ensure gate guides are plumb to +/- 1/32-inch. These gate guides will be provided by the government.

e. Locate and hang the bottom two gate guides according to the government provided drawings. Locate and mark top four (4) holes first then drill and hang guide. Locate and mark bottom four (4) holes then drill.

Ensure gate guides are plumb to +/- 1/32-inch. These gate guides will be provided by the government.

f. Remove bottom guides, set bottom bases in place, and put bottom guide into base. Reattach guides to gate. Secure bases to guides using ratchet to ensure a minimum of 2-inches of clearance between the bottom of the base and the concrete.

g. Swing gates into recess to position marked in item c.

h. Drop bottom bases and install top bases. Ensure plumb within +/-

1/32-inch.

i. Mark locations of all base holes to be drilled per anchor manufacturer's specifications.

j. Ensure rams are operational then set rams.

k. Raise bottom bases then remove top bases.

l. Swing the gate out to allow clearance for drilling base holes marked in item i. then drill base holes.

m. Swing gates into recess to position marked in item c.

n. Install base anchors per manufacturer's specifications.

o. Prepare rams for jacking gate. Contractor is responsible for providing cribbing underneath the ram that is able to withstand the loading without damaging the concrete. If concrete is damaged, contractor will repair to the original condition at no cost to the government.

p. Take measurements from bottom of toe and heel to concrete for reference when lowering the gate.

q. Ensure all guides are torqued to a half turn past snug. Ensure the bases are torqued to manufacturer's specifications.

r. Cut anchor arms then jack gate off the top of the pintle. Verify the gate is level throughout jacking.

1.6 REHABILITATE MITER GATES

1.6.1 Anchor Arm Rehabilitation

Disconnect the strut arm at the flange, and move both the hollow tube and mandrel halves out of the way of each other. The contractor shall protect the halves of the strut arm from weathering. Existing anchor arms shall be cut at approximately midspan and removed in accordance with Section 1.3, item r. of this specifcation section, prior to the jacking of the gate.

After the anchor arms have been cut, remove the gudgeon pin.