Attch 1_IFB W912P522B0016_TSpecs_Cleveland 12th Street Detention Structure.pdf

Solicitation No. W912P522XXXX

US Army Corps Of Engineers

Nashville District

12th Street Detention Structure

Fillauer Branch, South Mouse Creek Tennessee River Basin Cleveland, Bradley County, Tennessee

Technical Specifications 100% BCOES Backcheck

May 2022

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12th Street Detention Structure Fillauer Branch, South Mouse Creek 100% BCOES Backcheck Cleveland, Bradley County, TN

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 19 SEEDING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

35 42 34 HIGH-PERFORMANCE TURF REINFORCEMENT MAT

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PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 PARTNERING

1.3 REFERENCES

1.4 PROJECT SIGNS

1.4.1 General

1.4.2 Materials

1.4.3 Painting

1.4.4 Erection and Maintenance

1.5 CONTRACTOR'S STAGING AREA

1.6 Work Hours

1.7 DAILY CLEANUP AND DISPOSAL

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.9 EVALUATION OF CONTRACTOR PERFORMANCE

1.10 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.11 MEASUREMENT AND PAYMENT

1.12 FIELD SURVEYS

1.12.1 Surveys of Riprap Areas

1.12.2 Surveys of Excavated Areas

1.13 PRECONSTRUCTION COORDINATION CONFERENCE

1.14 PARTNERING MEETING

1.15 ANNUAL PARTNERING MEETING

1.16 QUALITY CONTROL MUTUAL UNDERSTANDING MEETING

1.17 ENVIRONMENTAL MUTUAL UNDERSTANDING MEETING

1.18 SAFETY MUTUAL UNDERSTANDING MEETING

1.19 SCHEDULE EXPECTATIONS KICKOFF MEETING (SEKO)

1.20 SUPERVISOR SAFETY MEETING/WALK

1.21 PERIODIC SCHEDULE UPDATE

1.22 WEEKLY PROGRESS MEETING

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

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SECTION 01 00 00 Page 1

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Government Design and Construction team and Subject Matter Experts, and the Contractor and Subcontractors will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.3 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ECB 2020-1 (2020) USACE Construction Project Signs and Use of the Army Star

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

1.4 PROJECT SIGNS

1.4.1 General

Furnish and erect, within 15 days after issuance of the Notice to Proceed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN at the location directed by the Contracting Officer. Letter signs on one side only and conform to EP 310-1-6a (Section 16), EP 310-1-6b , ECB 2020-1 , and to the details and colors shown on the sketches attached at the end of

SECTION 01 00 00 Page 3

Section 01 95 00 FORMS AND ATTACHMENTS. Name the project as follows:

12th STREET DETENTION STRUCTURE

1.4.2 Materials

Construct the sign with a face sheet of 3/4 inch exterior grade plywood mounted on a substantial framework of treated 4-inch by 4-inch material.

Screws shall be commercial quality and of sizes shown.

1.4.3 Painting

Apply one prime coat and two finish coats of exterior oil paint to signs and post before lettering. Apply letters and trim to one side only using one coat of enamel of color, style, and size shown.

1.4.4 Erection and Maintenance

Erect signs at the locations designated by the Contracting Officer. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs throughout the life of the contract. Maintain signs in good condition until completion of the contract. Remove signs from the site upon final acceptance of the contract work.

1.5 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area within or near the project site for use as a staging area. The building of structures, the erection of tents or other forms of protection will be permitted only at such places as the Government shall approve, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a satisfactory manner. Temporary Contractor facilities provided during Construction shall be removed prior to final acceptance from the Government. As a minimum the area shall be left looking "broom clean" and at least as clean as before the structure placement.

1.6 Work Hours

The contractor's normal work hours shall be Monday to Saturday from 0630 to 1630. On-site work on Sunday is prohibited. The Government's normal work hours will be Monday to Friday from 0700 to 1600. Activities requiring Government presence shall be scheduled during the Government's work hours and proper notice of events shall be provided in accordance with all other contract requirements.

1.7 DAILY CLEANUP AND DISPOSAL

Work areas shall be kept reasonably neat on a daily basis. Debris resulting from the work, such as empty paint cans, packing cases, scrap lumber, oil and grease spills, and other debris shall be collected, removed, and disposed of off-site at least once per week. Government trash cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities shall be protected whether or not shown on the drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the

SECTION 01 00 00 Page 4 original condition prior to the contract. Costs for repair and restoration of any facilities shall be considered to be incidental to and included in the contract price.

1.9 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with FAR Part

42.15 in the areas of quality, schedule, cost control, management, utilization of small businesses, and regulatory compliance at minimum.

The evaluation will include a written narrative and rating of either exceptional, very good, satisfactory, marginal, or unsatisfactory for each. The format for the evaluation is attached at the end of Section

01 95 00 FORMS AND ATTACHMENTS.

The Contractor's review of the evaluation shall be completed electronically at the CPARS, http://www.cpars.gov . This website also includes guidance and the user's manual.

Upon contract award, the Contractor shall provide the Contracting Officer with the name and e-mail address of the Contractor's Representative to be registered into the system. Following initial completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

1.10 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 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:

a. Veterans’ Employment and Training Service (VETS):

http://www.dol.gov/vets/

b. Federal Veteran Employment Information: www.fedshirevets.gov

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

d. U.S. Army Warrior Transition Command Employment Index:

http://www.wct.army.mil/modules/employers/index.html

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

1.11 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section.

The costs thereof shall be included in the item to which the work pertains.

1.12 FIELD SURVEYS

No separate payment will be made for field surveys. All costs for surveys

SECTION 01 00 00 Page 5 shall be considered incidental to the closest associated feature of work.

The volume of material for payment of excavation shall be determined by the average end area method and the pre-excavation and post-excavation surveys. The Contractor will not be paid for material remaining outside of the specified tolerances.

Pre-placement and post-placement survey cross sections shall be performed for the excavation, embankment fill, and riprap; and the results submitted to the Contracting Officer. Surveys shall be performed by a land surveyor with current Commonwealth registration. The Contractor shall notify the Contracting Officer not less than three working days in advance of each survey. Surveys shall be conducted in the presence of the Contracting Officer or his designated representative unless this requirement is waived. In the event of unavailability of the Contracting Officer, the Contractor shall perform the survey and certify that it complies with the specifications.

The Contractor will be responsible for establishing, protecting and maintaining a baseline. A schematic of the baseline shall be provided to the Contracting Officer along with horizontal coordinates at the endpoints and at all changes in alignment. These horizontal coordinates shall be in the Kentucky State Plane South Zone (FIPS 1602), NAD 83, U.S. feet projection and shall be to the nearest foot with accuracy of +/- 0.5 foot.

Vertical coordinates shall be in NAVD 88 feet datum. Submit all field surveys to the Government in a comma delimited text file X,Y,Z, and Notes format.

Drawings shall utilize A/E/C CADD standards, Latest Release. All electronic drawings shall be submitted to the Government in MicroStation ".dgn" format and ".pdf" portable document format. Drawings should be developed using Arial Font for text, and A/E/C CADD standard ".dgnlibs" for level assignment, line weights, line styles, and line color. A copy of the "dgnlibs" will be furnished. Civil site plan drawings shall utilize a standard engineering drawing scale. Additionally, provide all CAD files to include but not limited to .dtm, .alg, .eav, .xyz, .xls, .xsc, and .ASCII or .XML file types used to generate electronic drawings such as contours, .dtms, plan views, profiles, and cross-sections so that USACE may be able to regenerate those profiles, cross-sections, contours, alignments, etc. as needed during the design process.

Cross-sections shall be surveyed perpendicular to the channel alignment and shall be no more than 25 feet apart, as measured along the baseline.

The readings shall be at 5-foot intervals and at breaks in grade, unless otherwise specified. Additional sections at closer spacing for significant changes in topography may be required as determined appropriate by the Contracting Officer. The station at which the cross-section intersects the baseline shall be used to identify it. Surveyed elevations shall reference the same datum used on the drawings and shall be to the nearest tenth of a foot with an accuracy of +/- 0.1 foot. Additional elevations shall be taken if the Contracting Officer deems such to be necessary or advisable.

The top elevation of placed riprap shall be determined by the use of a leveling instrument and a rod having a base 12 inches in diameter.

1.12.1 Surveys of Riprap Areas

In order to define the original ground surface, the Contractor shall take cross-sections of the area to receive riprap after preparation of the foundation and prior to placing material. Another survey at the same sections shall be performed after riprap has been placed. The Contractor

SECTION 01 00 00 Page 6 shall perform partial surveys as the work progresses to verify lines, grades and thickness established for completed work. Surveys made are required to determine that the material has been acceptably placed. At least one in-progress survey shall be made by the Contractor as determined appropriate by the Contracting Officer. Following placement, the cross-sections shall be approved by the Contracting Officer before proceeding with the next section of work. Approval of cross-sections based upon in-progress surveys shall not constitute final acceptance of the work.

A final as-built survey shall be performed after all riprap has been placed. Survey results shall include electronic scaled drawings of data submitted as cross-section plots. The Contracting Officer may also require the Contractor to submit survey field notes. For the purpose of coordinating with the Government, the Contractor shall schedule surveys during the normal business hours of Monday through Friday 7:00 a.m. to 3:30 p.m. Central Time with the exception of Federal Holidays.

1.12.2 Surveys of Excavated Areas

For surveys of excavation, the same procedures specified above shall be followed. The initial survey shall be taken after clearing and grubbing has been completed and prior to excavation. The final survey shall be taken after excavation and grading is complete. The volume of excavated material for payment shall be determined by the average end area method based on these two surveys. Survey results shall be submitted to the Government.

1.13 PRECONSTRUCTION COORDINATION CONFERENCE

After award of the contract but prior to commencement of any work at the site, the Contractor shall meet with the Contracting Officer at a Preconstruction Coordination Conference. The purpose of the conference is to acquaint the Contractor with the United States Army Corps of Engineers administrative policy, to give emphasis to certain contract requirements considered unique or distinctive and to introduce personnel who will be representing the Contractor and the USACE Resident Office. The Preconstruction Conference attempts to address significant elements of administrating the contract in sufficient detail to permit all parties to fully understand what is expected of them; to reach an understanding of the scope and conditions of the work; and to outline the authorities of all personnel involved in the work. It is also established at this meeting that the Government personnel will be fair but firm and in strict accordance with contract provisions in all dealings with the Contractor. A comprehensive conference does much to minimize many misunderstandings that might otherwise subsequently occur and facilitates the performance of the work. Major subcontractors who will engage in the work must also attend.

The Government will set the date and location for the Preconstruction Conference, establish the agenda, and provide meeting minutes. The Contractor should expect the Preconstruction Conference to take no less than 4 hours and no more than 8 hours

1.14 PARTNERING MEETING

In order to most effectively accomplish this contract, the Government urges the contractor to join the Government in establishing a cohesive and professional project management team. Through this "partnering" relationship both entities would strive to draw on the strengths of each

SECTION 01 00 00 Page 7 organization for the ultimate goal of assuring that the project's intended results of finishing on time and within budget are achieved using risk management. This endeavor seeks an environment that nurtures team building, cooperation, and trust between the Government and the Contractor. The partnering relationship would be bilateral in make-up, and participation will be totally voluntary

1.15 ANNUAL PARTNERING MEETING

If both the Contractor and the Government deems it necessary, the first step in initiating the concept would be a joint project management team "partnering" conference attended by multiple officers from each organization representing management and the key jobsite staff of each entity. The initial conference would be held at a time and date agreed upon by both parties. The Resident Engineer would chair the conference, establish its agenda, and distribute minutes of the meeting. A professional facilitator acceptable to both parties would lead the participants of the session through the steps of team building and the formation of a problem-solving mechanism within the group. The conference duration would be no more than one day. All costs in connection with rented facilities and the facilitator would be shared equally by the Government and the Contractor. Each organization would pay other costs of its respective employees attending the conference. Additional facilitated partnering sessions, following the same format as the initial session, could be held no less than annually, with each session lasting a full day. Implementation of the partnering concept and philosophy would be an on-going process.

1.16 QUALITY CONTROL MUTUAL UNDERSTANDING MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer and discuss the Contractor's quality control system.

Submit the CQC Plan prior to the Mutual Understanding Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC operations, definable features of work, 3 phase inspection requirements submittal procedures, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There can be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.

1.17 ENVIRONMENTAL MUTUAL UNDERSTANDING MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the Environmental Protection Plan (EPP), meet with the Contracting Officer and discuss the details of the Contractor's environmental protection. Submit the Environmental Protection Plan prior to the Mutual Understanding Meeting. During the meeting, a mutual understanding relative to the details of environmental protection, including measures for protecting natural and cultural resources, required reports, required permits, permit requirements (such as mitigation measures), and other measures to be taken. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the

SECTION 01 00 00 Page 8

Contracting Officer and will become a part of the contract file. There can be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the EPP system or procedures which can require corrective action by the Contractor.

1.18 SAFETY MUTUAL UNDERSTANDING MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the Accident Prevention Plan (APP), meet with the Contracting Officer and discuss the Contractor's safety program. Submit the APP prior to the Mutual Understanding Meeting.

During the meeting, a mutual understanding of the safety program details must be developed, including incorporated plans, programs, program management, anticipated AHAs that will be developed and implemented during the performance, additional safety meeting requirements, PPE, mishap reporting, and additional contract requirements considered unique. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There can be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the safety program or procedures which can require corrective action by the Contractor.

1.19 SCHEDULE EXPECTATIONS KICKOFF MEETING (SEKO)

Attend a kickoff meeting with the Government. This meeting will cover the schedule specification requirements to ensure correct development of schedule submittals by the Contractor. The Government intends to conduct the SEKO within 7 days after issuing NTP. The COR may provide the contractor with schedule (P6) layouts, templates, and settings to help the contractor develop an acceptable schedule.

1.20 SUPERVISOR SAFETY MEETING/WALK

A successful safety program has top-down support to include site supervision. Conduct a monthly safety site walk to review ongoing activities, document any issues and correct on the spot if possible.

Conduct meetings/walks at least once a month for all supervisors at the project location. The SSHO, supervisors, foremen, or CDSOs along with appropriate Government personnel will attend. The Contractor will document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting.

Any concerns identified during the safety meeting/walk will be followed up on in the following week and discussed at the weekly progress meeting until corrected. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance. Please reference 01 35 26 specifications for additional requirements.

1.21 PERIODIC SCHEDULE UPDATE

Conduct periodic schedule update meetings for the purpose of reviewing the proposed Periodic Schedule Update, Narrative Report, Schedule Reports, and progress payment. Conduct meetings at least monthly within five days of the proposed schedule data date. Reference 01 32 01 specifications for additional requirements.

SECTION 01 00 00 Page 9

1.22 WEEKLY PROGRESS MEETING

After receiving notice-to-proceed, the Contractor shall establish a schedule for weekly progress meetings. The purpose of the weekly progress meeting is for the Contractor to: 1) Communicate information relevant to the current status of the project's progress; 2) Communicate risks which may impact near term progress; 3) Identify upcoming activities and necessary actions which precede those activities; 4) Relay relevant personnel information; Go over status of pending modifications, pay requests, RFI's, submittals, deficiencies, and other administrative matters. This list is not all inclusive and should be expanded as deemed appropriate by the Contracting Officer and the Contractor.

The Contractor shall host the weekly progress meeting on the same day of the week for the duration of the project. The day of the week and time of the meeting shall be approved by the Contracting Officer. The meeting shall be held on-site in a location that provides adequate seating for the Contractor's attendees and the Government's attendees.

The Contractor is responsible for preparing the agenda for the weekly progress meeting. The agenda must be updated as the project progresses so that it remains relevant to the status of the project. The Contractor shall provide the agenda to the Contracting Officer on a weekly basis at least 4 hours prior to the start of the meeting.

The Contractor is responsible for recording meeting minutes at every weekly progress meeting. The meeting minutes shall be provided via e-mail to the Government for review no more than 24 hours after completion of the meeting. The Government will respond with corrections to the meeting minutes, and the Contractor will provide a final copy no more than 24 hours after receiving Government comments or concurrence. Final meeting minutes will be attached to the QC daily report corresponding to the day the meeting takes place.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

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SECTION 01 00 00 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND UTILITIES

1.4 Impacts Due to Water or Rain Events

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

The project will include but not be limited to the following features of work: A concrete spillway for overflow and box culvert (4-foot width) at the base of the structure for underflow, which will restrict the stream that currently runs through the site. An earthen berm (detention structure) approximately 10 feet tall from the existing stream bed that will extend from both sides of the spillway and tie into the proposed top elevation of 860 feet and 859.5 feet on the west and east side of the structure, respectively. The terrain on the upstream side of the proposed detention structure will be graded to sheet flow into the stream. A stilling basin on the downstream side of the spillway that is 2 feet tall.

Articulated Concrete Block (ACB) to provide armoring as shown in the drawings.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Notify the Contracting Officer at least 15 business days prior to starting

SECTION 01 11 00 Page 3 excavation work.

1.4 Impacts Due to Water or Rain Events

The Contractor shall anticipate negative impacts to on-site operations resulting from water in South Mouse Creek. South Mouse Creek typically has flowing water year-round of varying flow rates. The water flowing through South Mouse Creek will be more heavy during and after rain events, and may even require temporary relocation or demobilization of equipment to prevent damage from flowing water. To minimize impacts from water at the site, the Contractor shall routinely assess risks from rain and flowing water and mitigate those risks appropriately. See specification 31 00 00 paragraph 3.2.3 Drainage and 3.2.4 Dewatering for more information.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization/Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Traffic Control

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Water Control

1.2.3.1 Payment

1.2.4 Cast-in-Place Concrete

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Permanent Seeding

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Permanent Seeding (Borrow Site)

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Excavation (12th Street)

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Fill (From 12th Street Material)

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Excavation (Borrow Site)

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Fill (From Borrow Site Material)

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Articulated Concrete Block (ACB)

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 HIGH PERFORMANCE TURF REINFORCEMENT MAT (HP-TRM)

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

SECTION 01 22 00.00 10 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Weight Certificates

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization/Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment will be made at the single job pay item for "Mobilization and Demobilization".

1.2.1.2 Unit of Measure

Unit of measure: Job.

1.2.2 Traffic Control

1.2.2.1 Payment

Payment will be made for costs associated with operations necessary for traffic control.

SECTION 01 22 00.00 10 Page 3

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.3 Water Control

1.2.3.1 Payment

Payment will be made for costs associated with control (e.g. unwatering, dewatering, diversion, care) of water on the project site, specifically within the excavation and construction footprint and for work within vicinity of the existing stream as specified in Section 31 00 00 EARTHWORK and the associated WATER CONTROL WORK PLAN.

Payment for control of water, including the construction, maintenance, operation (including pumping), regulation of flow; diversion and care of water during construction; and all other work necessary to perform the construction work in areas free from water, will be made at the single job payment item for "Water Control".

Costs shall include but not be limited to equipment, fuel, electricity, personnel, and maintenance.

1.2.4 Cast-in-Place Concrete

1.2.4.1 Payment

Payment will be made for costs associated with operations necessary for construction of the concrete structure and typical fence on top of the wingwalls for future fall protection.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.5 Permanent Seeding

1.2.5.1 Payment

Payment will cover all costs associated with seeding, mulching, incorporating, protecting, and maintaining at the primary project site.

This price shall constitute full compensation for furnishing all plants, labor, equipment, materials, and performing all operations necessary for placing and maintaining seed and mulch including acquisition and incorporation of topsoil and erosion control blankets or other items as specified in Section 32 92 19 - SEEDING. No payment for seeding and mulching will be made until acceptance by the Contracting Officer or his/her representative. Payment will be made for costs associated with satisfactory performance of seeding.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.2.6 Permanent Seeding (Borrow Site)

1.2.6.1 Payment

Payment will cover all costs associated with seeding, mulching, incorporating, protecting, and maintaining at the borrow site. This price

SECTION 01 22 00.00 10 Page 4 shall constitute full compensation for furnishing all plants, labor, equipment, materials, and performing all operations necessary for placing and maintaining seed and mulch including acquisition and incorporation of topsoil and erosion control blankets or other items as specified in Section 32 92 19 - SEEDING. No payment for seeding and mulching will be made until acceptance by the Contracting Officer or his/her representative. Payment will be made for costs associated with satisfactory performance of seeding.

1.2.6.2 Unit of Measure

Unit of measure: Job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Excavation (12th Street)

1.3.1.1 Payment

Payment will be made for the following items. Costs associated with excavation for the structure and earth berm at the primary site (12th Street), which includes other operations incidental thereto, including but not necessarily limited to disposal area(s) and disposition of unsuitable and frozen materials.

Payment will not be made for hauling suitable material offsite.

1.3.1.2 Measurement

The total quantity of excavation for which payment will be made will be the theoretical quantity between the existing ground surface and the excavated surface as determined by surveys and the grade and slope of the theoretical cross sections or terrain models. No allowance will be made for over cutting or for cutting outside the required slope lines unless authorized by the COR.

1.3.1.3 Unit of Measure

Unit of measure: cubic yard (CY).

1.3.2 Fill (From 12th Street Material)

1.3.2.1 Payment

Payment will be made for costs associated with grading, fill placement, and compaction of the suitable excavated material from the primary site acquired from CLIN EXCAVATION (12TH STREET) and includes other operations incidental thereto, including but not necessarily limited to soil testing as required in Section 31 00 00 EARTHWORK. Incidental work also includes subgrade preparation beneath the detention structure (i.e. inclusion of a mud slab or compaction of 6 inches below the bottom of the structure).

SECTION 01 22 00.00 10 Page 5

1.3.2.2 Measurement

The total quantity of fill material for which payment will be made will be the theoretical quantity between the excavated ground surface and the fill surface using suitable material acquired from CLIN EXCAVATION (12TH STREET) as determined by surveys and the grade and slope of the theoretical cross sections or terrain models. No allowance will be made for over filling or for filling outside the required slope lines unless authorized by the COR .

1.3.2.3 Unit of Measure

Unit of measure: cubic yard (CY).

1.3.3 Excavation (Borrow Site)

1.3.3.1 Payment

Payment will be made for the following items. Costs associated with excavation at the borrow site, which includes other operations incidental thereto including but not necessarily limited to hauling suitable material to 12th Street to be utilized for constructing the berm.

Payment will not be made for hauling suitable material to locations other than the project site.

1.3.3.2 Measurement

The total quantity of excavation for which payment will be made will be the theoretical quantity between the existing ground surface and the excavated surface as determined by surveys and the grade and slope of the theoretical cross sections or terrain models. No allowance will be made for over cutting or for cutting outside the required slope lines unless authorized by the COR.

1.3.3.3 Unit of Measure

Unit of measure: cubic yard (CY).

1.3.4 Fill (From Borrow Site Material)

1.3.4.1 Payment

Payment will be made for costs associated with grading, fill placement, and compaction of the suitable excavated material acquired from CLIN EXCAVATION (BORROW SITE) and includes other operations incidental thereto, including but not necessarily limited to soil testing as required in Section 31 00 00 EARTHWORK.

1.3.4.2 Measurement

The total quantity of fill material for which payment will be made will be the theoretical quantity between the fill surface using suitable material acquired from CLIN EXCAVATION (12TH STREET) and the finished surface after adding material acquired from CLIN EXCAVATION (BORROW SITE)as determined by surveys and the grade and slope of the theoretical cross sections or terrain models. No allowance will be made for over filling or for filling outside the required slope lines unless authorized by the COR

SECTION 01 22 00.00 10 Page 6

1.3.4.3 Unit of Measure

Unit of measure: cubic yard (CY).

1.3.5 Articulated Concrete Block (ACB)

1.3.5.1 Payment

Payment for the Articulated Concrete Block (ACB) System will be made at the contract unit price per square yard which price and payment shall constitute full compensation for all plant, labor (to include ACB system subject matter expert), materials, equipment as indicated in the drawings. This Payment includes consideration for costs associated with constructing the whole articulated concrete block pavement and hard armor system which includes but is not limited to excavation and shaping of the designated area for ACB placement, filter fabric and geogrid placement, granular bedding material placement and compaction, articulated concrete block placement, concrete placement for keying ACB edges, cable anchor installation, and all other items incidental to constructing a complete and functional articulated concrete block pavement and hard armor system.

1.3.5.2 Measurement

The "articulated concrete block system" will be measured for payment by the square yard. Included in the quantity will be the square yardage of articulated block to be covered by concrete and backfill. Submit final yardage measurement for payment prior to keying the edges of the ACB system with concrete as shown in the drawings.

1.3.5.3 Unit of Measure

Unit of measure: Square Yard (SY) .

1.3.6 HIGH PERFORMANCE TURF REINFORCEMENT MAT (HP-TRM)

1.3.6.1 Payment

Payment for the HIGH PERFORMANCE TURF REINFORCEMENT MAT (HP-TRM) System will be made at the contract unit price per square yard which price and payment shall constitute full compensation for all plant, labor (to include HP-TRM system subject matter expert), materials, equipment as indicated in the drawings. This Payment includes consideration for costs associated with constructing the whole system which includes but is not limited to excavation and shaping of the designated area for HP-TRM placement, compaction, HP-TRM placement, interfacing with ACB and structures, cable anchor installation, pin installation, and all other items incidental to constructing a complete and functional system.

1.3.6.2 Measurement

The high performance turf reinforcement mat system will be measured for payment by the square yard.

1.3.6.3 Unit of Measure

Unit of measure: Square Yard (SY) .

SECTION 01 22 00.00 10 Page 7

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

SECTION 01 22 00.00 10 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Contractor Software

2.1.1.1 Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Contract Milestones and Constraints

3.3.6.1 Project Start Date Milestone

3.3.6.2 End Project Finish Milestone

3.3.6.3 Interim Completion Dates and Constraints

3.3.6.3.1 Start Phase

3.3.6.3.2 End Phase

3.3.7 Calendars

3.3.8 Open Ended Logic

3.3.9 Default Progress Data Disallowed

3.3.10 Out-of-Sequence Progress

3.3.11 Added and Deleted Activities

3.3.12 Original Durations

3.3.13 Leads, Lags, and Start to Finish Relationships

3.3.14 Retained Logic

3.3.15 Percent Complete

3.3.16 Remaining Duration

3.3.17 Cost Loading of Closeout Activities

3.3.17.1 As-Built Drawings

3.3.18 Anticipated Adverse Weather

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

SECTION 01 32 01.00 10 Page 1

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Narrative Report

3.5.2 Schedule Reports

3.5.2.1 Activity Report

3.5.2.2 Logic Report

3.5.2.3 Total Float Report

3.5.2.4 Earnings Report by CLIN

3.5.3 Network Diagram

3.5.3.1 Continuous Flow

3.5.3.2 Project Milestone Dates

3.5.3.3 Critical Path

3.5.3.4 Banding

3.5.3.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G Preliminary Project Schedule; G Initial Project Schedule; G Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

SECTION 01 32 01.00 10 Page 3

2.1.1 Contractor Software

Scheduling software used by the contractor must be capable of meeting all requirements of this specification.

2.1.1.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address

SECTION 01 32 01.00 10 Page 4 major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion

c. Long procurement activities

d. Submission and approval of as-built drawings.

e. Contractor's pre-final inspection.

f. Correction of punch list from Contractor's pre-final inspection.

g. Government's pre-final inspection.

h. Correction of punch list from Government's pre-final inspection.

SECTION 01 32 01.00 10 Page 5

i. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim…