W912QR-60722627_Specs-0002.pdf

569105 - PERSHING AND ROOSEVELT

BRIDGE REPLACEMENT

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 80 50.00 06

SPECIAL PROVISIONS

05/23

PART 1 GENERAL

1.1 SUBMITTALS

1.2 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.2.1 NOT USED

1.2.2 NOT USED

1.3 NATIVE FILES FOR PROPOSAL DEVELOPMENT ON DESIGN/BUILD PROJECT

1.4 EXCLUSION OF PERIODS IN COMPUTING COMPLETION SCHEDULES

1.5 CONTRACT DRAWINGS AND SPECIFICATIONS

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.7 NOT USED

1.8 NOT USED

1.9 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

1.10 EXERCISE OF OPTION (EXTENDED CONTRACTUAL COVERAGE)

1.11 AS-BUILT DOCUMENTS FOR DESIGN BUILD PROJECTS

1.11.1 General

1.11.1.1 As-Built Drawings by Contractor

1.11.1.2 Government-Furnished Files

1.11.2 Withholding

1.11.2.1 Failure to Maintain

1.11.2.2 As-Builts Prepared by Contractor

1.11.3 Maintenance of Working As-Built Drawings

1.11.4 Preliminary (Working) As-Built Drawings Submittal

1.11.5 Preparation of Final As-Built Drawings

1.11.6 Markings and Indicators

1.11.7 Preparation of Other As-Built Documents

1.11.8 Submittal of Final As-Built Documents

1.11.9 Not Used

1.11.10 Electronic File Use

1.12 NOT USED

1.13 NOT USED

1.14 NOT USED

1.15 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS

1.16 NOT USED

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 NOT USED

1.23 AVAILABILITY OF SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS MANUAL

(EM 385-1-1)

1.24 NO ASBESTOS - CONTAINING MATERIAL (ACM) CERTIFICATION

1.24.1 Construction Phase

1.25 BORROW SOILS

1.26 NOT USED

DOCUMENT 00 80 50.00 06 Page 1

AMENDMENT 0002

Amendment 0002

W912QR-60722627_Specs-0002

1.27 AVAILABILITY OF UTILITIES

1.27.1 Availability and Use of Utility Services

1.27.2 Additional Requirements

1.27.2.1 Power

1.27.2.2 Water

1.27.2.3 Sanitation

1.28 NOT USED

1.29 NOT USED

1.30 IDENTIFICATION OF EMPLOYEES

1.31 NOT USED

1.32 NOT USED

1.33 NOT USED

1.34 SEQUENCE OF WORK

1.35 INTERFERENCE WITH TRAFFIC AND PUBLIC AND PRIVATE PROPERTY

1.36 NOT USED

1.37 NOT USED

1.38 NOT USED

1.39 NOT USED

1.40 NOT USED

1.41 NOT USED

1.42 NOT USED

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

PART 4 EXEMPTIONS AND CLARIFICATIONS

4.1 NOT USED

4.2 CONTRACTOR MANPOWER DATA REPORTING (CMRA)

4.3 Veterans Employment Emphasis for U.S. Army Corps of Engineers

4.4 SPECIFICATION REPLACEMENT

-- End of Section Table of Contents --

DOCUMENT 00 80 50.00 06 Page 2

AMENDMENT 0002

SECTION 00 80 50.00 06

SPECIAL PROVISIONS

05/23

Amendment 0002

PART 1 GENERAL

This section is a supplement to section 00 80 00.00 06 in the base contract. This document will provide additional information or revise base contract requirements for this task order only.

Attachments to this specification are as follows:

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. The following shall be submitted in accordance with LRL Section 01 33 00

SUBMITTAL PROCEDURES:

SD-11 Closeout Submittals

Preliminary (Working) As-Built Drawings; G, RO Final As-Built Drawings; G, RO CAD Working As-Built Drawings; G, ROContour Map; G, RO

1.2 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Refer to "LIQUIDATED DAMAGES" in Section 0750 for the amount of Liquidated Damages for the project.

(a) The time stated in Section 00 70 50 for commencement, prosecution, and completion of work shall include installation of Government-furnished furniture as well as as-built drawings, O&M manuals, operational tests/reports/training/instructions, equipment lists.

Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 0750 for a notification of significant contract dates.

1.2.1 NOT USED

1.2.2 NOT USED

1.3 NATIVE FILES FOR PROPOSAL DEVELOPMENT ON DESIGN/BUILD PROJECT

a. Included, in addition to the drawings that are part of hte solicitation, are Native CAD files in one and only one format that contain limited preliminary notional design concepts and site characteristics that were

DOCUMENT 00 80 50.00 06 Page 3 created during the solicitation development process and are not necessarily all inclusive.

1.4 EXCLUSION OF PERIODS IN COMPUTING COMPLETION SCHEDULES

Not used.

1.5 CONTRACT DRAWINGS AND SPECIFICATIONS

In addition to DFARS 252.236-7001 "Contract Drawings and Specifications" in Section 00 70 00 the following will apply:

a. After Award or no later than Notice to Proceed (NTP), the Government will furnish the Contractor a compact disk containing all technical contract documents in electronic media only. This disk will include a complete set of drawing files and technical specification files which have all amendments included. The disk will contain drawing files in PDF format along with technical specifications in PDF format. These PDF files are the contract documents that represent the construction requirements of the contract, and are being provided for hte Contractor's use in printing paper copies of contract documents.

b. In addition, native CAD files(this includes, but not limited to, all source files, models, custom fonts and linestyles, plot files, and images used to create the contract drawings) are provided in accordance with the "AS-BUILT DOCUMENTS" paragraph for the Contractor's use in maintaining and preparing as-built plans.

If another CAD Program is used other than the Using Agency's System, all native CAD files that were generated with that software and all support files will also be included. Only native files are to be used for As-Built preparation and information.

c. Native files are to be used for As-Built preparation only. The PDF files are the contract documents that represent the construction requirements of the contract.

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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)". Guidance can also be found in ER 415-1-15, "Construction Time Extensions for Weather". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. 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.

b. Indicate the location of the National Weather Service office closest to the site. See: https://www.weather.gov/srh/nwsoffices 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: Columbus, OH.

c. The unusually severe weather must actually cause a delay to the

DOCUMENT 00 80 50.00 06 Page 4 completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following 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.

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 7 6 5 6 5 5 4 5 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)".

1.7 NOT USED

1.8 NOT USED

1.9 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

In accordance with the National Pollutant Discharge Elimination System (NPDES) Permit, a Storm Water Pollution Prevention Plan (SWPPP) is required for any project where 1 acre or more of earth is disturbed or if disturbance is occuring within stream limits. The Contractor will be responsible for obtaining all permits, including, but not limited to 401 and 404. Utility installation within the stream will also occur during construction of the project, which will need to be permitted as well. This plan shall be developed by the Contractor as a pre-construction activity and must meet the erosion and sediment control requirements for the State where work is being performed. The plan must identify the controls that will be used and include design, inspection, and maintenance information. A site plan with the existing and proposed grading shall be included, showing the controls being utilized. The permanent stabilization practices (permanent seeding, mulching, sodding, plants, erosion control blanket, riprap, etc.) should be shown on the final grading plan, with temporary controls (temporary gravel construction entrance/exit, silt fences, straw bales, temporary diversions, sediment basins or traps, etc.) shown on the existing grading plan. Use of straw bales alone is not considered an effective method of sediment control. Prior to the start of construction, DOCUMENT 00 80 50.00 06 Page 5 the Contractor shall submit the SWPPP to the Contracting Officer for review and acceptance. The SWPPP must address compliance with all State laws regarding historic preservation and endangered species with State Letters attached. Once the SWPPP is accepted by the Contracting Officer, the NOI will be prepared by the Contractor, utilizing information contained in the approved SWPPP. A Notice of Intent (NOI) will be forwarded to the State by the Contractor. Commencement/start of construction (ground disturbing activity) by the Contractor shall not begin prior to the NPDES permit and letter for compliance being received. A copy of both the SWPPP and NPDES Permit must be kept at the construction site. Note, the SWPPP is a part of the total Pollution Prevention Plan that the Contractor is responsible for preparing in accordance with Specification Section 01 57 19.00 06.

If it is stated in the Task Order SCOPE OF WORK that the Government will develop the SWPPP, then the Contractor will be provided all plans and details to be implemented. A Notice of Intent (NOI) will be prepared by the U.S. Army Corps of Engineers and submitted to the State where work is being performed. The Contractor shall maintain a copy of the State compliance letter, the NPDES Permit and SWPPP at the construction site. Any changes made to the plan must be documented and approved by the Contracting Officer. The Contractor will be responsible for paying all permits and fees related to the NPDES permit unless otherwise stated in the Task Order SCOPE

OF WORK.

1.10 EXERCISE OF OPTION (EXTENDED CONTRACTUAL COVERAGE)

(1) Subsequent procurement of services of the type herein described may be accomplished at the sole determination of the Government.

(2) Exercise of the option under this provision shall be evidenced by a unilateral modification to the contract provided that the Contracting Officer shall have exercised the option before the contract is to expire.

Amendment 0002***************************************************************

1.11 AS-BUILT DOCUMENTS FOR DESIGN BUILD PROJECTS

****************************************************************Amendment 0002

1.11.1 General

It is the scope of this section to provide guidance to the Contractor on preparing as-built drawings for design-build projects. An as-built drawing is a contract construction drawing revised ot 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 drawings," "drawing files," " working as-built drawings" and "final as-built drawings" refer to contract drawings that are revised to be used for hte "RECORD DRAWING AS-BUILTS".

1.11.1.1 As-Built Drawings by Contractor

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 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".

DOCUMENT 00 80 50.00 06 Page 6

1.11.1.2 Government-Furnished Files

a. 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.

1.11.2 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.

1.11.2.1 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.

1.11.2.2 As-Builts Prepared by Contractor

The Contractor is required to prepare and provide final as-built drawings.

The Contractor shall include an activity in the cost-loaded schedule for the final As-Built drawing submittal in the amount defined in the following paragraph. See LRL Section 01 32 01.00 06, PROJECT SCHEDULE, para "Basis for Payment and Cost Loading". This amount shall be withheld and not paid until the final As-Built drawing submittal has been accepted by the Government.

Withholding for the final as-built drawing submittal shall be in the amount of: 1% for contract awards less than $5,000,000; $50,000 for contracts awarded from $5,000,000 to $10,000,000; or $100,000 for contracts awarded greater than $10,000,000. Withholding shall be withheld until the final as-built drawing submittal has been approved and accepted by the Government.

1.11.3 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

DOCUMENT 00 80 50.00 06 Page 7 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 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. Contour map of the final borrow pit or spoil area with spot elevations as necessary if: borrow material is from sources on Government property; Government property is used as a spoil area; or, if excavated soil materials are placed in approved locations other than a landfill.

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

i. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarms, fire sprinklers, fire protection, fire detection and irrigation systems and other related systems in this project, shall be incorporated into the as-built drawings to include detailed information for all aspects of the systems including wiring, piping, and equipment

DOCUMENT 00 80 50.00 06 Page 8 drawings.

j. Room numbers shown on the contract drawings are selected for design convenience and may not represent the actual numbers intended for use by the end user. Final as-built drawings shall reflect actual room numbers adopted by the end user.

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).

(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.

1.11.4 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.

1.11.5 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.

DOCUMENT 00 80 50.00 06 Page 9

When electronic CAD files are a part of the as-built process, a set of files shall be provided to the Government as a part of the Final As-Built submittal for a review to verify the correctness of the as-built markups and that all changes have been incorporated into the electronic files.

Should errors be determined, the Contractor shall update the files and provide a corrected set of files within 14 calendar days of receipt of comments. An independent Government review, by the Louisville district As-Built Coordinator (CELRL-CDM-Q), will be made on the accepted files to determine compliance with the As-Built requirements of this section, National CAD Standards, and the AEC CAD Standards; and to verify graphic changes were done properly in preparing the electronic files. This review will require submission of electronic files, containing all the files needed to reproduce the contract drawings, a full size set of contract drawings in PDF format, all shop drawings in PDF format, a scanned set of the paper markups and the paper markups. Upon receipt of any comments from this independent review, the contractor shall update the electronic files and provide a corrected set of files within 14 calendar days of receipt of the comments.

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.

1.11.6 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.

1.11.7 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.

1.11.8 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.

1.11.9 Not Used

1.11.10 Electronic File Use

Only personnel proficient in the preparation of CAD drawings shall be

DOCUMENT 00 80 50.00 06 Page 10 employed to modify the electronic contract drawings or prepare additional new electronic drawings. Additions and corrections to the contract drawings shall be equal in quality to that of the originals. Line work, line weights, lettering, layering conventions, and symbols shall be the same as the original line work, line weights, lettering, layering conventions, and symbols. If additional drawings are required, they shall be prepared using the specified electronic file format applying the same guidance specified for original drawings. Three dimensional (3D) elements shall be placed in files in their proper locations when using 3D files with spatially correct elements. If the Designer of Record used a different software than that requested by the Using Agency, the Designer of Record's files will be used for as-built purposes and then translated and/or exported, by the Contractor, to the Using Agency's system. The title block and drawing border to be used for any new final as-built drawings shall be identical to that used on the contract drawings. Additions and corrections to the contract drawings shall be accomplished using CAD media files supplied by the Government. All work by the Contractor shall be done on files in the format in which they are provided. Translation of files to a different format, for the purpose of As-Built production, and then retranslating back to the format originally provided, will not be acceptable. The original electronic files provided by the Government will be provided in the format compatible with the Using Agency. The Using Agency uses Autodesk AutoCAD Release 2018 or later CAD software system. The Contractor shall be responsible for providing all program files and hardware necessary to prepare final as-built drawings. The Contracting Officer will review final as-built drawings for accuracy and the Contractor shall make all required corrections, changes, additions, and deletions.

a. When final revisions have been completed, the cover sheet drawing shall show the wording "RECORD DRAWING AS-BUILT" followed by the name of the Contractor in letters at least 5 mm 3/16 inch high. All other contract drawings shall be marked in the bottom right-hand corner of each drawing either "AS-BUILT" drawing denoting no revisions on the sheet, or "REVISED AS-BUILT" denoting one or more revisions. As-Built drawings shall be dated with the Contract Completion Date in the revision block.

b. After receipt by the Contractor of the approved working as-built drawings and the original contract drawings files the Contractor shall, within 30 calendar days, make the final as-built submittal. This submittal shall consist of 2 sets of completed final as-built drawings on separate media consisting of both CAD files (compatible with the Using Agency's system on electronic storage media identical to that supplied by the Government) and a full size set in PDF format and the return of the approved marked up working as-built drawings. They shall be complete in all details and identical in form and function to the contract drawing files supplied by the Government. Any translations or adjustments necessary to accomplish this are the responsibility of the Contractor. The Government reserves the right to reject any drawing files it deems incompatible with its CAD system. All paper drawings, drawing files and storage media submitted will become the property of the Government upon final approval. Failure to submit final as-built drawing files and marked drawings as specified shall be cause for withholding any payment due the Contractor under this contract.

Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

DOCUMENT 00 80 50.00 06 Page 11

1.12 NOT USED

1.13 NOT USED

1.14 NOT USED

1.15 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. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants.

1.16 NOT USED

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 NOT USED

1.23 AVAILABILITY OF SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS MANUAL (EM

385-1-1)

As covered by clause 52.236-13 "Accident Prevention" in Section 00 70 00, compliance with EM 385-1-1 is a requirement for this contract. Copies may be downloaded from the following website:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/

1.24 NO ASBESTOS - CONTAINING MATERIAL (ACM) CERTIFICATION

1.24.1 Construction Phase

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.

I understand that the building owner presumes that all materials marked "May Contain mineral fibers" are considered asbestos unless I either:

(1) Have on file and have submitted to the Government the manufacturer's certification that the material does not contain asbestos, or

(2) Have supplied to the Government documentation to show that the material has been microscopically examined by an AIHA- or NVLAP-certified laboratory and the lab has determine that it that it does not contain asbestos."

DOCUMENT 00 80 50.00 06 Page 12

1.25 BORROW SOILS

It is the responsibility of the Contractor to have any off site fill material certified that the fill material is suitable and meets environmental fill requirements, if applicable.The fill material shall be deemed suitable via sampling by anenvironmental engineering firm acceptable to the Contracting Officer's Representative (COR). This confirmation shall include obtaining and testing representative samples from the proposed borrow source.The engineering firm will submit certification of environmentally suitable material signed by a licensed professional engineer.This certification along with all proposed borrow sources, borrow materials, sampling and analysis plans and reports shall be deemed acceptable to the COR prior to transportation of borrow material to the site.

1. (Under this contract, the intent is that all excavated soils are to be reused on-site to the greatest extent practicable and economically justified and the use of borrow from off-site sources shall be avoided to the greatest extent practicable and economically justified. The Government identifies on the contract drawings a disposal area outside the construction work limits on the Government installation where excess soils may be taken. There is not a borrow area on the Government installation for this project. If the contractor must borrow soils for the project then the Contractor must coordinate with the COR to obtain from an approved site.

Any compaction or grading requirements will be noted on the drawings or in the specifications.

2. Borrow material is not available from the project site or the Government installation, the Contractor must obtain borrow material from an off-site borrow source that has been approved by the Government. The action of acquiring borrow and transporting that material to the project shall have had the appropriate level of National Environmental Policy Act (NEPA) compliance activity performed and deemed acceptable. If the NEPA assessment has not evaluated the acquisition of borrow, then compliance with NEPA will need to be demonstrated through the preparation of a Record of Environmental Consideration (REC) or a Supplemental Environmental Assessment (EA). NEPA documents shall be prepared using an inter-disciplinary approach which will ensure the integrated use of the natural and social sciences and the environmental design arts (section 102(2)(A) of the Act). The disciplines of the preparers shall be appropriate to the scope and issues identified in the scoping process.

1.26 NOT USED

1.27 AVAILABILITY OF UTILITIES

1.27.1 Availability and Use of Utility Services

The Contractor may, at the Contractor's expense, establish temporary connections to electric and water utilities for the contractor's use during the contract performance period. Coordinate with the private utility system owners, as directed by the Contracting Officer for connection details and costs. The Contractor is responsibile for all plans, permits, coordination, work and costs associated with connection to utilities with disconnection and site restoration upon completion of work.

DOCUMENT 00 80 50.00 06 Page 13

1.27.2 Additional Requirements

1.27.2.1 Power

Electric power must be furnished by the contractor.

1.27.2.2 Water

Contractor must provide their own water.

1.27.2.3 Sanitation

Contractor is not permitted access to buildings.

1.28 NOT USED

1.29 NOT USED

1.30 IDENTIFICATION OF EMPLOYEESIdentification of Employees is required for this task order. See Section 00 80 00.00 06, paragraph "IDENTIFICATION OF

EMPLOYEES".

1.31 NOT USED

1.32 NOT USED

1.33 NOT USED

1.34 SEQUENCE OF WORK

Bridge construction for the project will need to be phased to where one bridge is open and functional (able to support traffic loadings for the area) at all times. One bridge may be demolished and constructed at a time.

Utilities may be performed at both bridges as long as the activity doesn't hinder the bridges traffic capacity.

1.35 INTERFERENCE WITH TRAFFIC AND PUBLIC AND PRIVATE PROPERTY

A. The Contractor at all times must dispose of debris and conduct work in such manner as to cause as little interference as possible with private and public travel. Damage (other than that resulting from normal wear and tear) to roads, shall by repaired to as good a condition as they were prior to the beginning of work and to the satisfaction of hte Contracting Officer.

b. Contractor may use steel road plates to accommodate tracked vehicles at the project site. Under no curcumstances will steel tracked equipment travel across any pavement, concrete or asphalt, on installation unless steel road plates are provided to prevent pavement damage. All steel tracked equipment will be transported on trailers to the jobsite.

DOCUMENT 00 80 50.00 06 Page 14

1.36 NOT USED

1.37 NOT USED

1.38 NOT USED

1.39 NOT USED

1.40 NOT USED

1.41 NOT USED

1.42 NOT USED

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

PART 4 EXEMPTIONS AND CLARIFICATIONS

4.1 NOT USED

4.2 CONTRACTOR MANPOWER DATA REPORTING (CMRA)

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Army - USACE via a secure data collection site.

The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2015. Contractors may direct questions to the help desk at help desk at: http://www.ecmra.mil/

4.3 Veterans Employment Emphasis for U.S. Army Corps of Engineers

In addition to complying with the requirements outlined in Sections 00 70 00 and 00 70 50 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

U.S. Department of Labor Veterans employment and Training Services (VETS):

dol.gov/agencies/vets

Federal veteran employment information: www.fedshirevets.gov/index.aspx

Veterans’ Employment and Training Service (VETS): http://www.dol.gov/vets/

Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

DOCUMENT 00 80 50.00 06 Page 15

U.S. Army Warrior Transition Command Employment Index:

wtc.army.mil/modules/employers/index.html

Hiring Our Heroes initiative: www.uschamberfoundation.org/hiring-our-heroes

4.4 SPECIFICATION REPLACEMENT

Specification 01 33 00 SUBMITTAL PROCEDURES provided within the DB RFP package replaces the 01 33 00.00 06 SUBMITTAL PROCEDURES specification found within the base MATOC in its entirety.

-- End of Section --

DOCUMENT 00 80 50.00 06 Page 16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 02 10.00 06

PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

09/17

PART 1 DESIGN OBJECTIVES

1.1 SCOPE OF WORK

1.2 APPLICABLE CRITERIA

1.3 SPECIFICATIONS

1.4 DESIGN QUALITY

1.5 DESIGN FREEDOM

1.6 HAZARDOUS MATERIALS ABATEMENT

1.7 PERMITS

PART 2 SITE PLANNING AND DESIGN

2.1 EXISTING CONDITIONS

2.2 SITE DEVELOPMENT PLAN

2.3 LANDSCAPE DESIGN

2.4 GRADING AND DRAINAGE

2.5 VEHICLUAR AND PEDESTRIAN CIRCULATION

PART 3 SITE ENGINEERING

3.1 GENERAL

3.1.1 Construction Phasing

3.1.2 Materials

3.1.3 Site Survey for Both Bridge Sites

3.1.4 Notification Prior to Excavation

3.2 DEMOLITION

3.3 ROADWAYS

3.4 SIDEWALKS

3.5 CURBS AND GUTTERS

3.6 SANITARY SEWER SYSTEM

3.7 STORM SEWER SYSTEM

3.8 SOILS

3.8.1 Preliminary Site Characterization Report

3.8.2 Geotechnical Report

3.8.2.1 Geotechnical Calculations

3.8.2.2 Upload Borings

3.8.2.3 Dewatering

3.8.3 Additional Borings

3.8.4 Soil Compaction and Foundation Excavation

3.8.5 Independent Testing

3.8.6 Certification

3.8.7 Earthwork Specification

3.8.8 Plans/Drawings/Design Analysis

3.8.8.1 Data

3.8.8.2 Drawings

3.8.8.3 Drawing Notes

SECTION 01 02 10.00 06 Page 1

AMENDMENT 0002

Amendment 0002

3.8.8.4 Design Analysis

3.8.9 Environmental Sampling

3.9 PAVEMENT ENGINEERING AND TRAFFIC ESTIMATES

3.9.1 Pavement Design

3.9.2 Pavement Specification

3.10 EROSION PREVENTION AND SEDIMENT CONTROL

3.10.1 Cofferdam

3.10.2 Articulating Concrete Block

3.10.3 Vegetation Establishment

3.11 ELECTRICAL DISTRIBUTION

3.11.1 Primary

3.11.2 Underground Secondary Distribution

3.11.3 Street and Area Lighting

3.12 Communications

3.13 Cathodic Protection

3.13.1 Department of Transportation Guidance

3.13.2 Corrosion Control

3.13.3 Design Requirements

3.13.4 Compatibility

3.13.5 Tracer Wire

3.13.6 Coatings

3.13.7 Cast Iron Pipe

3.13.8 Copper Water Service Lines

3.13.9 Ductile Iron Piping Systems

3.13.10 Gravity Sewer Lines, Cable and Other Structures

3.13.11 Contact with Concrete

3.14 WATER DISTRIBUTION SYSTEM

3.15 NATURAL GAS SYSTEM

PART 4 STRUCTURAL DESIGN

4.1 GENERAL

4.1.1 Structural System Description

4.2 DESIGN STANDARDS, CODES, AND CRITERIA

4.2.1 Minimum Load Requirements

4.2.2 Construction Drawings

4.3 STRUCTURAL COMPONENTS AND SYSTEMS.

4.3.1 Foundations

4.3.2 Material Properties and Parameters

4.3.2.1 Concrete

4.3.2.2 Reinforcing Steel

4.3.2.3 Structural Steel

4.3.2.4 Cold-Formed Steel.

4.4 STRUCTURAL CONNECTIONS AND JOINTS

4.4.1 Structural Steel Connections

4.4.1.1 Connection Bolts

4.4.1.2 Welds

4.4.2 Cold-Formed Steel Connections

4.4.2.1 Blocking

4.4.2.2 Stiffeners

4.4.3 Contraction Joints

4.4.3.1 Joints in Slabs

4.4.3.2 Joints in Walls

4.4.4 Construction Joints

4.4.4.1 Joints In Slabs

4.4.4.2 Joints In Walls

4.4.5 Isolation Joints

4.4.5.1 Joint Material

4.4.5.2 Joint Protection

SECTION 01 02 10.00 06 Page 2

4.5 SPECIAL REQUIREMENTS

4.5.1 NPCA Quality Assurance

-- End of Section Table of Contents --

SECTION 01 02 10.00 06 Page 3

SECTION 01 02 10.00 06

PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

09/17

Amendment 0002

PART 1 DESIGN OBJECTIVES

1.1 SCOPE OF WORK

Design and construction must comply with the requirements contained in this Request for Proposals (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record must use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings.

The building and site drawings included in this RFP illustrate the conceptual design of the project. Drawings provided must be followed by the Design/Build Contractor to comply with the Installation functional needs. The structural design is the contractor's responsibility.

This contract must consist of a base bid for the design and construction of the precast reinforced bridge system complete with associated utilities, storm drainage, paving, markings, sidewalks, curbs, gutters, exterior lighting, grading, erosion prevention and sediment control, and physical security requirements.

1.2 APPLICABLE CRITERIA

Applicable design and construction criteria is specifically indicated, but not limited to that mentioned in this LRL Section 01 02 10.00 06. Criteria must be taken from the most current references as of the date of issue of the RFP, unless noted otherwise. Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract must be as described in other sections of the RFP.

1.3 SPECIFICATIONS

The technical specifications must be developed from the Unified Facilities Guide Specifications (UFGS) by the Designers of Record. The Louisville District (LRL) versions of the UFGS must be used in all cases where applicable. All other specifications must be the UFGS army edition guide specifications unless otherwise indicated or not available. If not available in UFGS, the Designer of Record must develop one using a SpecsIntact template. See LRL Section 01 03 00.00 06 DESIGN SUBMISSION REQUIREMENTS AFTER AWARD for further technical specification preparation requirements.

1.4 DESIGN QUALITY

The main objectives of this solicitation are to obtain a new bridge system

SECTION 01 02 10.00 06 Page 4 to replace the existing Pershing Avenue and Roosevelt Avenue Bridges including associated site development within funds available, and to maximize design and materials quality. Design and materials quality is achieved through the integration of precast bridge span and foundation system, guardrail and appurtences, selection of bridge systems for low-cost maintenance and operation, and an overall balance of aesthetics and functionality within the parameters provided herein. Refer to Paragraph

4.1.1 Structural System Description.

1.5 DESIGN FREEDOM

Requirements stated and illustrated in this RFP are minimums. The drawings provided establish minimum requirements and spatial relationships that have been reviewed for user function and preliminary code compliance. Site plans and detailing may change with government approval to enhance design, comply with codes, incorporate options, or support constructability.

1.6 HAZARDOUS MATERIALS ABATEMENT

Asbestos abatement is not required during demolition. Lead-based paint is not present.

1.7 PERMITS

The contractor must be responsible for preparing, filing, and paying for any fees required to obtain all necessary permits for the construction of this project. Refer to Section 01 57 19.00 06 TEMPORARY ENVIRONMENTAL

CONTROLS AND PERMITS.

PART 2 SITE PLANNING AND DESIGN

2.1 EXISTING CONDITIONS

The project is located within the Installation. The sites (2) are within the Defense Supply Center, Columbus, Ohio installation which cover approximately (2) acres. The two bridges cross Mason Run at Pershing Avenue and Roosevelt Avenue. Sixteenth (16th) Street is parallel to Mason Run and west of both bridge sites.

2.2 SITE DEVELOPMENT PLAN

The site layout drawing provided is a conceptual layout and must be fully developed to include the requirements of this RFP. Provide a site development plan that shows the spatial and functional arrangement of the bridge system requirements. The design must provide an economical, compatible, and functional plan that utilizes the advantages of the site, preserves the maximum number of existing trees on the site, and organizes vehicular and pedestrian circulation. The site development plan must accommodate site opportunities, site constraints, RFP requirements, and applicable codes.

2.3 LANDSCAPE DESIGN

Detailed landscaping, landscape design and construction is not part of this scope of work. Provide approved seed and/or sod or other biodegradable rolled erosion control product to stabilize exposed and disturbed soils.

SECTION 01 02 10.00 06 Page 5

Seed and/or sod must be compatible with the climate conditions of the local area. Seed mixture must conform to DSCC native seed selection and be submitted to the Government for verification prior to installation. The following is the preferred seed mix application per area:

Zone Native Seed Mixture

Articulated concrete block infill Low-sedge meadow native mix

All other bank slope areas Moist-meadow

Lawn Turf grass or sod

See the appendices for the Base plant list.

The Contractor is responsible for establishment, monitoring, and maintenance of vegetation. Contractor is responsible for repair or replacement of seeded areas, which do not provide adequate cover or do not meet the Contracting Officer’s satisfaction.

2.4 GRADING AND DRAINAGE

The grading must maintain existing topography while recognizing standard gradients. Create a smooth transition of graded areas into the existing natural site. The plan must reflect selective site clearing that preserves as many trees as possible. Grading must manage site runoff to maintain rate of flow and quantity to pre-construction levels, or reduce site runoff where possible. The principles of positive drainage must be applied to control the conditions that remove rainfall away from facilities and functions. Site designs must seek to minimize the disturbance of land, and utilize natural drainage paths where possible. Federal, state and local regulations regarding the design of storm water management systems must be considered the minimum design criteria.

Avoid altering existing drainage patterns unless these alterations do not negatively impact proper water management or safety. The new bridge structures should increase the clear span without reducing rise; thus, enlarging the cross sectional area of the channel through the existing culvert and wingwall alignment. Match channel flowline and invert elevations to provide continuous flow and uniform water surface through the reach. The contractor is responsible for providing any stream flow information for the project.

Amendment 0002***************************************************************

2.5 VEHICLUAR AND PEDESTRIAN CIRCULATION

Install roadway, roadside, and sidewalk signage and pavement markings to match existing and in accordance with the OMUTCD. Design and construct accessible routes, pedestrian crossing, and curb ramps to match existing and in accordance with the Architectural Barriers Act Accessibility Standards (ABAAS) and ODOT CMS.

***************************************************************Amendment 0002

PART 3 SITE ENGINEERING

3.1 GENERAL

Site development associated with the Pershing Avenue and Roosevelt Avenue

SECTION 01 02 10.00 06 Page 6

Bridges. Design and construct the project site in accordance with UFC 3-201-01 Civil Engineering and the Louisville District Military Design Guide (LDMDG), https://www.lrd.usace.army.mil/Missions/Military-Construction-Reserve/Design-Guides/

3.1.1 Construction Phasing

This project requires phasing demolition and construction of the existing and proposed structures. Pershing Avenue and Roosevelt Avenue are the two main corridors to access the west side of the base from the Yearling Avenue gate. Due to this characteristic of the bridges, both bridges must not be demolished or even closed at the same time for any reason. Utility work may be phased on both bridges at the same time as long as the work does not impact traffic capacity of the bridge.

3.1.2 Materials

As a minimum design criteria all materials must conform with the applicable sections of the UFGS Specifications. ODOT CMS materials may be incorporated in the UFGS Specifications.

3.1.3 Site Survey for Both Bridge Sites

A site survey was conducted by the Louisville District Corps of Engineers of the project sites. This survey includes all planimetric features such as buildings, sidewalks, roadways, visible utilities, and road culverts (including type, size and inverts). Rim, ground surface and invert elevations and pipe sizes at sanitary manholes, cleanouts, storm manholes, inlets and catch basins, location of fire hydrants and water valves, location and type of fences and walls are shown. This survey will be provided to the successful DB Contractor in electronic format. See the diagrammatic drawings for survey data to be used for proposals.

The DB Contractor must be responsible…