Stabilizaton MATOC SPECS.pdf

Stabilization MATOC W912P522R0001

Tennessee and Cumberland River Basins

TN, KY, AL, MS, VA, NC, GA

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DIVISION 31 - EARTHWORK

31 05 19.13 GEOTEXTILES FOR EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

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SECTION TABLE OF CONTENTS

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GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL SCOPE OF WORK

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Location

1.2.1.1 TENNESSEE RIVER BASIN

1.2.1.2 CUMBERLAND RIVER BASIN

1.3 REFERENCES

1.4 PARTNERING

1.5 COORDINATION CONFERENCES

1.6 EVALUATION OF CONTRACTOR PERFORMANCE

1.7 CONCURRENT WORK

1.8 EXISTING WORK

1.9 LOCATION OF UNDERGROUND UTILITIES

1.9.1 Notification Prior to Excavation

1.10 SPECIFIC ENVIRONMENTAL PROVISIONS FOR MOCCASIN BEND NATIONAL

ARCHAEOLOGICAL DISTRICT

1.10.1 Access by Water

1.10.2 Additional Environmental Conditions

1.11 ACCIDENT PREVENTION

1.12 SUBMITTALS

1.13 MEASUREMENT AND PAYMENT

1.14 PROJECT SIGNS

1.14.1 General

1.14.2 Materials

1.14.3 Painting

1.14.4 Erection and Maintenance

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

CONTRACTS

1.16 FEDERAL HOLIDAYS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 LAYOUT OF WORK AND INITIAL SURVEYS

3.1.1 Layout of Work

3.1.2 Pre-Construction Survey

3.2 POST CONSTRUCTION QUANTITY AND FINAL SURVEYS

3.2.1 Quantity Surveys

3.2.1.1 Quantity Survey Method for Cubic Yard items

3.2.2 Post-Construction Surveys

3.2.3 Surveys for Progress Payments

3.3 FIELD SURVEY SUBMITTALS

3.4 COORDINATION WITH THE GOVERNMENT

3.5 FINAL AS-BUILT SURVEY

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SECTION 01 00 00

GENERAL REQUIREMENTS

1.1 GENERAL SCOPE OF WORK

The intent of this Indefinite Delivery Indefinite Quantity (IDIQ), Multiple Award Task Order Contract (MATOC) is to assist in providing civil works construction services at U.S. Army Corps of Engineer (USACE) projects and in support of local municipalities and other Federal agencies such as the Department of the Interior's National Park Service (NPS). Projects will be located in the geographic area of the USACE Nashville District which encompasses a large portion of the state of Tennessee and smaller portions of Kentucky, Alabama, Virginia, Georgia, and Mississippi.

This work consists of construction (Design/Build or Design/Bid/Build) as well as items incidental to the completion of the construction. USACE projects include flood control, navigation, hydropower, recreation, and ecosystem restoration. USACE work to be performed by use of the IDIQ MATOC contract will typically be repairs, maintenance, and improvements to existing flood control structures, channels, earthen embankments, rivers, and tributaries. Examples of possible work on flood control structures include streambank and upland bank stabilization, slope repairs, erosion control/protection, improvements or restoration of roadways or accesses and incidental related work. Channel work might include excavation, widening, erosion control features, drainage improvements and bank stabilization with armor stone, articulated concrete blocks, bioengineering, foreshore dikes, and / or retaining walls, and may involve repairs or replacement of utilities. Projects in support of local municipalities are of a similar nature to USACE projects especially pertaining to flood control and ecosystem restoration. Projects in support of other Federal agencies such as the NPS might include stream bank stabilization with geotextile fabric and armor stone.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Location

The work is located within the Tennessee River Basin and the Cumberland River Basin, approximately as indicated. The work location is specific to the Task Order awarded under this Multiple Award Task Order Contract (MATOC). The exact location will be shown by the Contracting Officer.

1.2.1.1 TENNESSEE RIVER BASIN

The Tennessee River is divided into three reaches. Area One includes both rivers (Cumberland and Tennessee Rivers) from the mouths to the Kentucky-Tennessee state border line (Tennessee River Mile 49.3). This area includes the Tennessee River, the Cumberland River, as well as, navigable channels adjacent to the main channels. Area Two includes the Tennessee River only and begins at River Mile 49.3 and extends to Guntersville Dam (River Mile 349.0) and covers the Tennessee River as well as navigable channels adjacent to the main channel. Area Three begins immediately upstream of Guntersville Dam and extends upstream to River Mile

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652.0, and covers the navigable Tennessee River as well as, navigable channels adjacent to the main channel. Refer to the Location Map in the drawings.

1.2.1.2 CUMBERLAND RIVER BASIN

Similarly, the Cumberland River is divided into two reaches. Area One includes both rivers (Cumberland and Tennessee Rivers) from the mouths to the Kentucky-Tennessee state border line (Cumberland River Mile 74.7).

This area includes the Tennessee River, the Cumberland River, as well as, navigable channels adjacent to the main channels. Area Four includes the Cumberland River only and begins at River Mile 74.7 and extends upstream to River Mile 381.0, and covers the navigable Cumberland River as well as, navigable channels adjacent to the main channel. Refer to the Location Map in the drawings.

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)

EM 385-1-1 (2014) Safety and Health Requirements

Manual

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

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

1.4 PARTNERING

In order to most effectively accomplish this contract, the Government urges the contractor to join with 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 organization for the ultimate goal of assuring that the project's intended results are achieved, within budget and on schedule. 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.

1.5 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this contract. Coordination conferences will be held to discuss contract administration, Contractor quality control, phasing, scheduling, and other aspects relating to the required work. The Corps of Engineers and the Contractor will be represented at each of these meetings. Similar information concerning replacement personnel shall be forwarded to the Contracting Officer, should any replacement be required at any time during the life of this contract. Coordination conferences will be scheduled to occur when notified by the Contracting Officer.

1.6 EVALUATION OF CONTRACTOR PERFORMANCE

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

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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 website, 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.

1.7 CONCURRENT WORK

The work required in this contract is in addition to the routine operation and maintenance performed by Government personnel and by other contracts.

The Government may, from time to time, perform work beyond the scope of this contract, within the geographic limits of this contract using its own personnel, volunteers or other contract personnel, and the Contractor shall be required to coordinate his efforts with such work. The Contractor's work and responsibility shall include, but shall not be limited to: all planning, programming, administration and management necessary to assure that all work is conducted in accordance with the contract and all applicable laws, regulations, codes, or directives. The Contractor shall insure that all work meets or exceeds critical reliability rates or tolerances specified, or included in referenced documents. The Contractor shall perform all related Contract administrative services necessary to perform the work such as quality control; financial control; maintenance of accurate and complete Contractor records and files; and for preparing and providing reports to the Government.

1.8 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.

1.9 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.

http://www.cpars.gov/

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Identify and mark all other utilities not managed and located by the local utility companies. Verify the elevations of existing piping, utilities,and any type of underground or encased 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.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.10 SPECIFIC ENVIRONMENTAL PROVISIONS FOR MOCCASIN BEND NATIONAL

ARCHAEOLOGICAL DISTRICT

The following requirements are in addition to those specified in Section

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.

1.10.1 Access by Water

Access to the jobsite shall be done from the river. All construction personnel, materials, and equipment shall be delivered to the jobsite from floating plant. Equipment operation must be confined to the floating plant. Access to top of bank will be from water only, except with prior approval of the Contracting Officer. Foot access to the top of bank shall be limited to existing utility roads and trails and shall be with prior approval of the Contracting Officer.

1.10.2 Additional Environmental Conditions

The entire bank shall be considered to contain significant and sensitive archeological deposits.

1.11 ACCIDENT PREVENTION

Contract Clause 52.236-13 entitled ACCIDENT PREVENTION addresses the contract requirement to comply with the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1. Accident prevention requirements for this project are also stated in Section 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS.

1.12 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. The following shall be submitted, for each applicable Task Order, in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

Work Plan; G

After award of the contract, the Contractor shall, in writing, submit a Work Plan to the Contracting Officer detailing the

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SECTION 01 00 00 Page 7 activities to take place during the performance of this contract.

The plan shall include activities for the protection of historical, archaeological, and cultural resources; clearing methods, operations which will be performed from the floating plant and barges; and placement processes for materials. The Contractor shall not begin work until approval of the Work Plan.

Pre-Construction Survey; G

The submittal of field survey results shall include a legible copy of all field notes, and electronic, scaled drawings of all data, including plotted cross sections. Submittals shall meet requirements provided in paragraph POST CONSTRUCTION QUANTITY AND FINAL SURVEYS of this section. This information shall be certified by the registered land surveyor in charge of the work.

SD-11 Closeout Submittals

Post-Construction Surveys; G

The submittal of field survey results shall include a legible copy of all field notes, and electronic, scaled drawings of all data, including plotted cross sections. Submittals shall meet requirements provided in paragraph POST CONSTRUCTION QUANTITY AND FINAL SURVEYS of this section. This information shall be certified by the registered land surveyor in charge of the work.

1.13 MEASUREMENT AND PAYMENT

Measurement and payment will be made as specified in Section 01 20 00

PRICE AND PAYMENT PROCEDURES.

1.14 PROJECT SIGNS

1.14.1 General

The Contractor shall furnish and erect within 30 days after issuance of the Notice to Proceed for each Task Order, at an agreed location, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN. The signs shall be lettered on one side only and shall conform to EP 310-1-6a, EP 310-1-6b, and to the details and colors indicated in the sketches attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. The name of the project shall be as described in each Task Order.

1.14.2 Materials

The sign shall be constructed 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.

1.14.3 Painting

The signs and posts shall be given one prime coat and two finish coats of exterior oil paint before lettering. Letters and trim shall be applied to one side only using one coat of enamel of color, style, and size shown.

1.14.4 Erection and Maintenance

The signs shall be erected at a location to be determined by the

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Contracting Officer. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs out the life of the contract.

The signs shall be maintained in good condition until completion of the contract, shall remain the property of the Contractor.

1.15 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 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. U.S. Department of Labor Veterans employment: www.vets.gov/

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

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

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

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

e. U.S. Army Warrior Transition Command Search for Candidates:

http://wct.army.mil/modules/employers/e1-searchCandidates.html

f. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

1.16 FEDERAL HOLIDAYS

Do not schedule work on Federal holidays.

a. 2022 Federal Holiday Schedule (remaining holidays)

Date Holiday Monday, May 30 Memorial Day Monday, June 20* Juneteenth National Independence Day Monday, July 4 Independence Day Monday, September 5 Labor Day Monday, October 10 Columbus Day Friday, November 11 Veterans Day Thursday, November 24 Thanksgiving Day Monday, December 26* Christmas Day

*If a holiday falls on a Saturday, for most Federal employees, the preceding Friday will be treated as a holiday for pay and leave purposes. (See 5 U.S.C. 6103(b).) If a holiday falls on a Sunday, for most Federal employees, the following Monday will be treated as a holiday for pay and leave purposes. (See Section 3(a) of Executive Order 11582, February 11, 1971.)

b. 2023 Federal Holiday Schedule http://www.vets.gov/ http://www.fedshirevets.gov/index.aspx http://www.dol.gov/vets/ http://benefits.va.gov/vow/ http://wct.army.mil/modules/employers/e1-searchCandidates.html http://www.uschamberfoundation.org/hiring-our-heroes

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Date Holiday Monday, January 2* New Year’s Day Monday, January 16 Birthday of Martin Luther King, Jr.

Monday, February 20** Washington’s Birthday Monday, May 29 Memorial Day Monday, June 19 Juneteenth National Independence Day Tuesday, July 4 Independence Day Monday, September 4 Labor Day Monday, October 9 Columbus Day Friday, November 10* Veterans Day Thursday, November 23 Thanksgiving Day Monday, December 25 Christmas Day

*If a holiday falls on a Saturday, for most Federal employees, the preceding Friday will be treated as a holiday for pay and leave purposes. (See 5 U.S.C. 6103(b).) If a holiday falls on a Sunday, for most Federal employees, the following Monday will be treated as a holiday for pay and leave purposes. (See Section 3(a) of Executive Order 11582, February 11, 1971.)

**This holiday is designated as "Washington's Birthday" in section 6103(a) of title 5 of the United States Code, which is the law that specifies holidays for Federal employees. Though other institutions such as state and local governments and private businesses may use other names, it is our policy to always refer to holidays by the names designated in the law.

PART 2 PRODUCTS (NOT USED)

3.1 LAYOUT OF WORK AND INITIAL SURVEYS

All surveying, including layout of work and quantity surveys, shall be accomplished and certified by a registered land surveyor. It is not required that the Surveyor be registered in the State where the work is being performed. Surveyor shall have no less than 5 years of experience in construction related surveying. Surveys shall be conducted in the presence of the Contracting Officer or an authorized representative unless this requirement is waived by the Contracting Officer. The Contractor shall notify the Contracting Officer not less than five working days in advance of each survey. In the event of unavailability of the Contracting Officer or an authorized representative, the Contractor shall perform the survey and certify to the Contracting Officer that it complies with these specifications. Survey results certified by the registered surveyor shall be provided to the Contracting Officer in the form of raw data and also in legible scaled plots of the data no more than three (3) days after completion.

3.1.1 Layout of Work

Prior to beginning construction, the surveyor shall locate all bench marks and control points and establish baseline(s) provided in the drawings. If a baseline has not already been established, a fixed baseline along the top of the streambank to be protected shall be established. This baseline shall be parallel to the top of bank and shall be located slightly landward of the anticipated maximum landward extent of disturbance. It shall also be located such that cross-sections surveyed perpendicular to this baseline will also be perpendicular to the streambank. From the control points and

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The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and materials, and all labor as may be required in laying out any part of the work. It shall be the responsibility of the Contractor to maintain and preserve all stakes and marks established by the Contracting Officer, if any, until authorized to remove them, and if such marks are destroyed, by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

3.1.2 Pre-Construction Survey

A pre-construction survey shall be required to 1) adequately capture the existing condition of entire work area to include condition/location of existing work features and to 2) provide a basis for measurement and payment of dimensionally measured pay items. For linear construction cubic yard (CY) pay items, capture cross sections at intervals that accurately depict the preexisting conditions of the area where excavation or fill operations are taking place with intervals not to exceed 100 feet. For non-linear construction, the Contractor may elect to capture cross sections as previously stated or capture an existing conditions terrain model (.dtm or .tin) depicting the existing area prior to construction operations.

Cross-sections for all surveys shall be surveyed perpendicular to the streambank and shall be taken no further than 10 feet from the sections provided in the Contract Drawings, if applicable. Survey data shall 1) be referenced horizontally to the applicable State Plane Coordinate System, NAD83, using U.S. Survey Feet and vertically to NAVD88, using feet and/or

2) match the same datum using on the Contract Drawings. Acquire adequate data to develop a terrain model with a level of accuracy to plot two-foot contours.

3.2 POST CONSTRUCTION QUANTITY AND FINAL SURVEYS

The Government shall conduct a preparatory meeting with the Contractor prior to the commencement of any work requiring quantity surveys to discuss the requirements and conditions relating to quantity surveys. The Contractor shall furnish to the Contracting Officer the electronic data in MicroStation V8i compatible files (DGN) and a comma delimited ASCII file (containing at a minimum the Point Number, Northing, Easting, Elevation, and Point Descriptor) with all submitted files and drawings being at full scale in same datum as the contract drawings (provided in the general notes). Additionally, provide all CAD files to include but not limited to .dtm, .tin, .

(raw data point clouds) and .ASCII or .XML file types used to generate the submitted .dgn electronic drawings such as contours, .dtms, plan views, profiles, and cross sections, along with any accompanying field notes (written or electronically collected) to facilitate USACE QA/QC. Terrain model .tin files shall be translated into .XML files using the XML translator function available in AutoCAD or online to facilitate terrain model import on the USACE side. Upon completing surveys, or portions thereof, the contractor shall not disturb the ground surface until such

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SECTION 01 00 00 Page 11 time that the Contracting Officer has completed Quality Assurance checks of the contractors' survey data. The Contracting Officer reserves the right to disapprove any survey information submitted by the Contractor that lacks sufficient data.

3.2.1 Quantity Surveys

Quantity surveys as used in this clause means a topographical survey accomplished by ground methods with the display output recorded and stored in an electronic field book for further calculations in a computer.

3.2.1.1 Quantity Survey Method for Cubic Yard items

Unless otherwise authorized by the Contracting Officer, use the same means of data collection for Quantity and post-construction surveys as used for pre-construction surveys. For cubic yard (CY) pay items, capture a post-construction cross section within ten (10) longitudinal feet along the alignment in which each pre-construction cross section was taken so that the end area method of volume calculation can be accurately applied. The cross sections should accurately display the topography of constructed features including, but not limited to: height, width, grades, and slopes of excavation or fill for all areas requiring cubic yard (CY) unit price measurements and payments. The Pre-Construction Survey and the Post-Construction Surveys shall be submitted in MicroStation (.dgn) format. Observations shall be recorded at all breaks in slopes with a maximum distance of 25 feet between observations. Cross sections shall be taken at 90-degrees to the linear construction item and at sufficient width beyond the limits of work to delineate the work in place. The Contracting Officer reserves the right to mandate additional cross sections be taken at locations of his or her choosing for quality assurance purposes. For cubic yard (CY) pay items where the contractor elects to capture a terrain model (.dtm or .tin) depicting pre-construction conditions, capture a post construction terrain model that accurately displays all post construction topography of constructed features including, but not limited to: height, width, grades, and slopes of excavation or fill and all breaklines necessary for a level of accuracy to plot two-foot contours. Observations shall be recorded at all breaks in slopes with a maximum distance of 25 feet between observations.

3.2.2 Post-Construction Surveys

Unless otherwise dictated by the Contracting Officer, the Contractor may elect to use either the cross-section method or terrain model (.dtm/.tin) method for depicting the final post construction conditions. For the Cross-Section method, capture cross sections at intervals that accurately depict the final post-construction site conditions with intervals not to exceed 100 feet. Cross sections should depict the topography of constructed features including, but not limited to: elevation, width, grades, and slopes of all items in this contract. The Contracting Officer reserves the right to mandate additional sections be taken by the Contractor at locations designated by the Contracting Officer for quality assurance purposes. Post-Construction Surveys shall be submitted in MicroStation (.dgn) format. Section observations shall be recorded at all breaks in slopes with a maximum distance of 25' between observations. For the Terrain Model (.dtm/.tin) method, capture a post construction terrain model that accurately displays all post construction topography of constructed features including, but not limited to: height, width, grades, and slopes of excavation or fill and all breaklines necessary for a level of accuracy to plot two-foot contours. Observations shall be recorded at

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SECTION 01 00 00 Page 12 all breaks in slopes with a maximum distance of 25 feet between observations. Provide the Contracting Officer annotated cross-sections in DGN format at locations where cross sections are taken or at 100 foot intervals for terrain model (.dtm/.tin) survey data. At a minimum, the cross sections shall extend ten feet (10') beyond the construction footprint or each item. The annotated cross-sections shall indicate the Control line; the theoretical grades and slope-lines as specified; and the actual grades and slope lines as constructed. The Contractor shall plot cross sections from the survey data to visually depict the grade and sections obtained. The Contractor shall use this survey data to develop the as-built drawings.

3.2.3 Surveys for Progress Payments

For periods that progress payments are requested for items measured by the cubic yard, provide the before construction survey data and after/or during construction survey data that represents the actual work in-place and to be considered for payment along with the theoretical grades and slope lines provided in the drawings. For periods that progress payments are requested for items measured by units other than cubic yard, provide the in progress construction survey data that represents the actual work in-place and to be considered for payment along with the applicable theoretical grade, slope, and/or construction lines provided in the drawings. In addition to the survey data, provide plotted cross-sections and profiles indicating the theoretical grades and slope lines as specified by the contract drawings and the actual grades and slope lines as constructed. For cubic yard items, submit quantity computations calculated by the end area method or other approved method most applicable to the nature of the construction (volumes between surfaces) that verifies quantities of the completed work.

For non-cubic yard items submit applicable, sections, profiles, construction lines, and/or survey boundaries to verify the work in place.

3.3 FIELD SURVEY SUBMITTALS

The submittal of field survey results shall include a legible copy of all field notes, and electronic, scaled drawings of all data, including plotted cross sections. This information shall be certified by the registered land surveyor in charge of the work.

3.4 COORDINATION WITH THE GOVERNMENT

For the purpose of coordinating with the Government, the Contractor shall schedule surveys and interactions with the Government during the normal business hours of Monday through Friday 7:30 a.m. to 4:00 p.m. Eastern Time with the exception of Federal Holidays. Federal Holidays are listed in paragraph FEDERAL HOLIDAYS of this section. The Government will make every effort to make design determinations and approve segments of completed work during the performance of this contract in a timely manner.

3.5 FINAL AS-BUILT SURVEY

A final as-built survey shall be performed after all materials have been placed at the site and have been accepted by the Contracting Officer. The results of this survey will be used to check for any volume of material placed in excess of that required by the Contract Documents and the Contracting Officer, and in the preparation of the as-built drawings required in Section 01 78 00 CLOSEOUT SUBMITTALS.

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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1.1 CONTRACT COST BREAKDOWN

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

1.2.2 Final Invoice

1.3 PRICE BREAKOUT SCHEDULE

1.3.1 Project Manager

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Superintendent

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 CQC Manager

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Site Safety Health Officer

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.5 Design Project Manager

1.3.5.1 Payment

1.3.5.2 Unit of Measure

1.3.6 Architect

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 Civil Engineer

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.3.8 Structural Engineer

1.3.8.1 Payment

1.3.8.2 Unit of Measure

1.3.9 Mechanical Engineer

1.3.9.1 Payment

1.3.9.2 Unit of Measure

1.3.10 Electrical Engineer

1.3.10.1 Payment

1.3.10.2 Unit of Measure

PART 2 PRODUCTS

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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1.1 CONTRACT COST BREAKDOWN

The Contractor must furnish with its task order price proposal, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. The Contracting Officer will perform a price analysis for fairness and reasonableness.Any unbalanced price items will be reviewed for risk and if determined it lacks understanding of the work or presents unacceptable risk, will result in the rejection of the proposal.

This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

Requirements under this paragraph apply to each applicable Task Order.

1.2.1 Submission of Invoices

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.2.2 Final Invoice

a. A final invoice must be accompanied by the certification required by

DFARS 252.247-7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's

Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

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1.3 PRICE BREAKOUT SCHEDULE

General payment items for the work of this Contract for which Contract payments will be made are listed in the PRICING SCHEDULE and described below. Additionally, each Task Order will contain a site specific PRICING SCHEDULE. 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 item most closely associated with the work involved. The 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.

1.3.1 Project Manager

1.3.1.1 Payment

Payment will be made for the total cost of Project Manager for a specific task order.

1.3.1.2 Unit of Measure

Unit of measure: hour.

1.3.2 Superintendent

1.3.2.1 Payment

Payment will be made for the total cost of Superintendent for a specific

1.3.2.2 Unit of Measure

1.3.3 CQC Manager

1.3.3.1 Payment

Payment will be made for the total cost of CQC Manager for a specific task order.

1.3.3.2 Unit of Measure

1.3.4 Site Safety Health Officer

1.3.4.1 Payment

Payment will be made for the total cost of Site Safety Health Officer for a specific task order.

1.3.4.2 Unit of Measure

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1.3.5 Design Project Manager

1.3.5.1 Payment

Payment will be made for the total cost of Design Project Manager for a

1.3.5.2 Unit of Measure

1.3.6 Architect

1.3.6.1 Payment

Payment will be made for the total cost of Architect for a specific task order.

1.3.6.2 Unit of Measure

1.3.7 Civil Engineer

1.3.7.1 Payment

Payment will be made for the total cost of Civil Engineer for a specific

1.3.7.2 Unit of Measure

1.3.8 Structural Engineer

1.3.8.1 Payment

Payment will be made for the total cost of Structural Engineer for a

1.3.8.2 Unit of Measure

1.3.9 Mechanical Engineer

1.3.9.1 Payment

Payment will be made for the total cost of Mechanical Engineer for a

1.3.9.2 Unit of Measure

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1.3.10 Electrical Engineer

1.3.10.1 Payment

Payment will be made for the total cost of Electrical Engineer for a

1.3.10.2 Unit of

Measure Unit of measure:

hour.

Not Used

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SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

1.5.2.2 Format for SD-02 Shop Drawings

1.5.2.2.1 Drawing Identification

1.5.2.3 Format of SD-03 Product Data

1.5.2.3.1 Product Information

1.5.2.3.2 Standards

1.5.2.3.3 Data Submission

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

1.5.2.4.2 Sample Incorporation

1.5.2.4.3 Comparison Sample

1.5.2.5 Format of SD-05 Design Data

1.5.2.6 Format of SD-06 Test Reports

1.5.2.7 Format of SD-07 Certificates

1.5.2.8 Format of SD-08 Manufacturer's Instructions

1.5.2.8.1 Standards

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

1.5.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.5.2.11 Format of SD-11 Closeout Submittals

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

1.5.3.2 Terms and Conditions

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

1.6.2 Number of SD-04 Samples

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

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1.8.3 Contractor Use of Submittal Register

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Action Codes

1.8.6 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 CERTIFICATION OF SUBMITTAL DATA

ATTACHMENTS:

ENG Form 4025-R

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1.1 SUMMARY

1.1.1 Submittal Information

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work shall be submitted within 30 calendar days of contract award unless specified elsewhere in the specifications. For contractor approved division 01 submittals that are required prior to or commencing with the start of work shall be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

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Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

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SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

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

Submit the following, for each Task Order, in accordance with this Section:

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Within the terms of the Contract Clause FAR 52.236-21 Alt I SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause FAR 52.236-21 Alt I SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms are included in the RMS CM software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

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1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.5.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space on the…