W912P519B0011_RTA_TSpecs.pdf

US Army Corps Of Engineers Nashville District

Lock C Site Improvement

Lock and Dam C Lake Barkley Indian Mount, Montgomery County, Tennessee

Technical Specifications

RTA

JUNE 2019

Solicitation No. W912P5-19-B-0011

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FOR DUPLEX PRINTING

Lock C Site Improvement Lock and Dam C W912P5-19-B-0011 Montgomery County, TN

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

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 00 00 EARTHWORK

31 05 19 NONWOVEN GEOTEXTILE

31 05 21 GEOGRID SOIL REINFORCEMENT

31 11 00 SELECTIVE CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1.3 COORDINATION CONFERENCES

1.4 EVALUATION OF CONTRACTOR PERFORMANCE

1.5 SUBMITTALS

1.6 PROJECT SIGNS

1.6.1 General

1.6.2 Materials

1.6.3 Painting

1.6.4 Erection and Maintenance

1.7 CONTRACTOR'S STAGING AREA, EQUIPMENT AND MATERIAL STORAGE

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

CONTRACTS

1.9 FEDERAL HOLIDAYS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 SURVEY REQUIREMENTS

3.1.1 Layout of Work and Initial Surveys

3.1.1.1 Layout of Work

3.1.2 In-Progress Surveys

3.1.3 Final As-Built Survey

3.1.4 Survey Submittal Requirements

3.1.5 Coordination With the Government

3.2 CONCRETE REQUIREMENTS; DEADMEN

3.2.1 Concrete Mixture Proportions

3.2.2 Preparation

3.2.3 Quality Assurance

3.2.4 Preparations for Placing

3.2.5 Sampling and Testing

3.2.6 Placing

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION

The Contractor is required to furnishing all necessary technical expertise;

planning; management; supervision; inspection; personnel; parts; tools;

fuel; equipment; vehicles and transportation; materials and supplies;

except as otherwise provided for herein, required to perform the work in this contract. All work shall be completed as specified, detailed and/or in strict accordance with all Terms, Conditions, General, Specific and Technical Provisions, contained in the contract or incorporated by reference. Incorporation by reference shall include any and all mandatory provisions required by the Federal Acquisition Regulation (FAR) whether it is referenced or not referenced, current at time of award.

1.2 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)

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

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

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 301 (2016) Specifications for Structural Concrete

ASTM INTERNATIONAL (ASTM)

ASTM C172/C172M (2017) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C173/C173M (2016) Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

ASTM C31/C31M (2018b) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C39/C39M (2018) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C143/C143M (2015) Standard Test Method for Slump of Hydraulic-Cement Concrete

SECTION 01 00 00 Page 2

ASTM C231/C231M (2017a) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C1064/C1064M (2017) Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

1.3 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.

1.4 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 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.

1.5 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 in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Work Plan and Layout of Work; G After award of the contract, the Contractor shall, in writing, submit a Work Plan to the Contracting Officer detailing the 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.

SECTION 01 00 00 Page 3

In-Progress Survey; G

Final As-Built Survey; G

SD-02 Shop Drawings

Installation Drawings; G

SD-03 Product Data

Mix Design Data; G

SD-07 Certificates

Delivery Tickets

1.6 PROJECT SIGNS

1.6.1 General

The Contractor shall furnish and erect within 30 days after issuance of the Notice to Proceed, at an agreed location on his floating plant, 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 follows:

LOCK C SITE IMPROVEMENT PROJECT

1.6.2 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.

1.6.3 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.

1.6.4 Erection and Maintenance

The signs shall be erected at a location to be determined by the Contracting Officer's Representative (COR). 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.

1.7 CONTRACTOR'S STAGING AREA, EQUIPMENT AND MATERIAL STORAGE

The Contractor may use areas within the defined work limits as staging area. The contractor shall not clear vegetation in order to solely accommodate a staging area. Should the contractor need area beyond the defined work limits and within the total property lines, the contractor should submit a detailed schedule, description of work, justification for additional area and rehabilitation plan for approval by the COR prior to

SECTION 01 00 00 Page 4 occupying the area. Overnight staging of vehicles and equipment onsite to include any hazardous, toxic or waste shall not rest below an elevation of 370'.

1.8 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

1.9 FEDERAL HOLIDAYS

Do not schedule work on Federal holidays.

a. 2018 Federal Holiday Schedule (remaining holidays)

Date Holiday Wednesday, July 4 Independence Day Monday, September 3 Labor Day Monday, October 8 Columbus Day Monday, November 12* Veterans Day Thursday, November 22 Thanksgiving Day Tuesday, December 25 Christmas Day

*November 11, 2018 (the legal Federal holiday for Veterans Day), falls on a Sunday. Monday, November 12, will be treated as a Federal holiday.

b. 2019 Federal Holiday Schedule

Date Holiday Tuesday, January 1 New Year's Day Monday, January 21 Birthday of Martin Luther King, Jr.

Monday, February 18** Washington's Birthday Monday, May 27 Memorial Day Thursday, July 4 Independence Day Monday, September 2 Labor Day Monday, October 14 Columbus Day

SECTION 01 00 00 Page 5

Monday, November 11 Veterans Day Thursday, November 28 Thanksgiving Day Wednesday, December 25 Christmas Day

**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)

PART 3 EXECUTION

3.1 SURVEY REQUIREMENTS

All surveys shall be certified by a land surveyor with current State registration. It is required that the Surveyor be registered in the State where the work is being performed. Prior to performing any work under this Section, coordinate all operations with the Government's on-site representative so that surveys will be made at the appropriate time. The Contractor shall notify the Contracting Officer not less than five working days in advance of each survey. All surveys shall be conducted in the presence of the Contracting Officer or his designated representative unless this requirement is waived by the Contracting Officer. In the event of unavailability of the Contracting Officer, the Contractor shall perform the survey and certify to the Contracting Officer that it complies with the specifications. A sketch of this 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 TN State Plane, NAD 83 coordinate system and shall be to the nearest foot with accuracy of +/- 0.5 foot. Cross-sections for all surveys shall be surveyed perpendicular to the streambank. Survey points shall be taken at no greater than 5-foot intervals and at breaks in the grade along the line, unless otherwise specified. Cross-sections surveyed at locations of significant changes in riverbank conditions are for the purpose of arriving at accurate quantities for payment. 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 and/or soundings shall be taken if the Contracting Officer deems such to be necessary or advisable. The following procedures and equipment shall be utilized to perform all surveys unless alternative methods are approved by the Contracting Officer.

a. Above Water: The elevation of stone above the water surface shall be determined by the use of a leveling instrument and a rod having a base 12 inches in diameter. The bottom tip of the level shall not be placed at the highest nor lowest point of riprap. Rather the rod shall be placed at an elevation representing the average top surface of the riprap blanket.

b. Below Water: Underwater elevations shall be obtained by sounding wherever practicable. For portions of the work that are under water, sounding surveys shall be performed either by means of a sounding pole.

c. Gage Board: The Contractor shall install a gage board at the project site. The gage shall be checked prior to any survey.

SECTION 01 00 00 Page 6

3.1.1 Layout of Work and Initial Surveys

All surveying, including layout of work and quantity surveys, shall be accomplished by a registered land surveyor licensed in the state in which the work is performed. 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.

3.1.1.1 Layout of Work

Prior to beginning construction, the surveyor shall locate all bench marks and establish control lines provided in the drawings. From the control line and benchmarks provided by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work. 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 In-Progress Surveys

The Contractor shall perform In-Progress Surveys and partial surveys as the work progresses to verify lines, grades and thickness established for completed work. Surveys made by the Contractor are required on each material placed to determine that the materials have been acceptably placed in the work. All In-Progress Survey submittals shall be in accordance with section "Survey Submittal Requirements" herein. 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 non-cubic yard items submit applicable, sections, profiles, construction lines, and/or survey boundaries to verify the work in place. Approval of cross-sections based upon in-progress surveys shall

SECTION 01 00 00 Page 7 not constitute final acceptance of the work.

3.1.3 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. Final As-Built Survey submittal shall be in accordance with section "Survey Submittal Requirements" herein.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 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. 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.

3.1.4 Survey Submittal Requirements

The Contractor shall furnish to the Contracting Officer the electronic data in Mircostation 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, .alg, (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 faciliate USACE QA/QC. Terrain model .tin files shall be translated into .XML files using the XML translater function available in AutoCAD or online to facilitate terrain model import on the USACE side. All data transmitted to USACE shall be supplied on a USB formatted DVD. In addition to the USB formatted DVD, emailing electronic file is also acceptable. Upon completing surveys, or portions thereof, the contractor shall not disturb the ground

SECTION 01 00 00 Page 8 surface until such time that the Contracting Officer has completed Quality Assurance checks of the contractors' survey data. The Contracting Officer shall disapprove any survey information submitted by the Contractor that lacks sufficient data.

3.1.5 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 performasnce of this contract in a timely manner.

3.2 CONCRETE REQUIREMENTS; DEADMEN

The Government retains the option to sample and test aggregates and concrete to determine compliance with the specifications. Provide facilities and labor as may be necessary to assist the Government in procurement of representative test samples. Take samples for strength tests not less than once each shift in which concrete is produced from each strength of concrete required. Provide a minimum of five specimens from each sample; two to be tested at 28 days (90 days if pozzolan is used) for acceptance, two will be tested at 7 days for information and one held in reserve.

3.2.1 Concrete Mixture Proportions

Concrete mixture proportions are the responsibility of the Contractor.

Mixture proportions must include the dry weights of cementitious material(s); the nominal maximum size of the coarse aggregate; the specific gravities, absorptions, and saturated surface-dry weights of fine and coarse aggregates; the quantities, types, and names of admixtures; and quantity of water per yard of concrete. Provide materials included in the mixture proportions of the same type and from the same source as will be used on the project. The specified compressive strength f'c is 3,000 psi at 28 days (90 days if pozzolan is used). Submit the applicable test reports and mixture proportions that will produce concrete of the quality required, ten days prior to placement of concrete.

Provide concrete with mix design data conforming to ACI 301 Section 1.5.1.

Submit delivery tickets in accordance with ACI 301 Sections 4.1.2.1 and

4.1.2.2 for each concrete delivery, include the following additional information:

a. Type cement

b. Cement content per cubic yard of concrete

c. Maximum size of aggregate

d. Amount and brand name of admixture

e. Total water content expressed by water cementitious material ratio

SECTION 01 00 00 Page 9

3.2.2 Preparation

Prepare construction joints to expose coarse aggregate. The surface must be clean, damp, and free of laitance. Construct deadmen as necessary, to allow safe and expeditious access for concrete and workmen. Remove snow, ice, standing or flowing water, loose particles, debris, and foreign matter. Satisfactorily compact earth foundations. Make spare vibrators available. Placement cannot begin until the entire preparation has been accepted by the Government.

3.2.3 Quality Assurance

Indicate specific locations of Concrete Placement on installation drawings and include, but not be limited to, square feet of concrete placements, thicknesses and widths, plan dimensions, and arrangement of cast-in-place concrete section.

3.2.4 Preparations for Placing

Inspect foundation or construction joints, forms, and embedded items in sufficient time prior to each concrete placement to certify that it is ready to receive concrete.

3.2.5 Sampling and Testing

a. Obtain samples and test concrete for quality control during placement.

Sample fresh concrete for testing in accordance with ASTM C172/C172M.

Make six test cylinders.

b. Test concrete for compressive strength at 7 and 28 days for each design mix and for every 100 cubic yards of concrete. Test two cylinders at 7 days; two cylinders at 28 days; and hold two cylinders in reserve.

Conform test specimens to ASTM C31/C31M. Perform compressive strength testing conforming to ASTM C39/C39M.

c. Test slump at the site of discharge for each design mix in accordance with ASTM C143/C143M. Check slump twice during each shift that concrete is produced for each strength of concrete required.

d. Test air content for air-entrained concrete in accordance with ASTM C231/C231M. Test concrete using lightweight or extremely porous aggregates in accordance with ASTM C173/C173M. Check air content at least twice during each shift that concrete is placed for each strength of concrete required.

e. Determine temperature of concrete at time of placement in accordance with ASTM C1064/C1064M. Check concrete temperature at least twice during each shift that concrete is placed for each strength of concrete required.

3.2.6 Placing

Do not begin placement until the availability of an adequate number of acceptable vibrators, which are in working order and have competent operators, has been verified. Discontinue placing if any lift is inadequately consolidated.

-- End of Section --

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 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 TRAFFIC CONTROL PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Traffic Control Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Federal sponsor, the United States Army Fort Campbell, intends to improve site conditions at Lock C in order to increase vehicular storage capacity onsite, create a water/rain resistant surface for vehicles to traverse, expedite Troop Barge loading requisite time and improve local site security. The purpose of this project is to improve site conditions at Lock C in support of Troop Mobilization efforts. All site improvements are to be conducted north of the Cumberland River on US Army maintained real estate. Site construction will include 4 major components:

1. New vehicular storage includes: an approximate 180' X 400' gravel vehicular storage area, an approximate 100' X 200' gravel supplementary parking lot, an approximate 60' X 80' gravel parking lot for US Army Command and Control purposes.

2. Onsite road widening includes: widening all roadways to 24' from shoulder to shoulder, minor removal of encroaching vegetation, increasing several horizontal roadway cures to 50' to accommodate large US Army vehicles.

3. Site Security and Access Control includes: construction of a perimeter chain linked fence, addition of two chain linked fence gates and addition of two bar gates

4. Construction of 4 deadmen includes: local excavation and placement of deadmen.

1.2.2 Location

The work is located at the Lock C near Clarksville, Tennessee, approximately as indicated. The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 2

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 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.

1.5 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.

1.5.1 Notification Prior to Excavation

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

1.6 TRAFFIC CONTROL PLAN

Submit proposed traffic control plan for approval prior to commencement of construction. The Traffic Control Plan shall either be a reference to specific temporary traffic control elements in the MUTCD, be approved standard temporary traffic control plans, or be designed specifically for the project. If the contractor elects to submit a project specific design, the project specific Traffic Control Plan shall be certified by a licensed engineer with current State registration.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PAYMENT ITEMS

1.2.1 Survey Work

1.2.2 Performance and Payment Bonds

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Mobilization/Demobilization

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Selective Clearing and Grubbing

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Spoil Pile Relocations

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Disposal

1.2.7 Aggregate Fill

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.2.1 Barge Measurement

1.2.7.2.2 Determination of Excess Stone

1.2.7.3 Unit of Measure

1.2.8 Nonwoven Geotextile (Filter Fabric)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Geogrid

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 18" Circular Concrete Pipe

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 Permanent Seeding without Tree Planting

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Deadman Construction

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Fence (FE-7 ) Construction

1.2.13.1 Payment

SECTION 01 22 00 Page 1

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Fence Gate (FE-7) Construction

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Bar Gate Construction

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION Not Used

SECTION 01 22 00 Page 2

SECTION 01 22 00

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 information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Gaging Table Data

Stone hauling vessel gaging tables and a copy of the data and calculations used for the preparation of the tables.

1.2 PAYMENT ITEMS

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

1.2.1 Survey Work

No separate payment will be made for field surveys including baseline surveys, initial surveys, in-progress surveys, and final as-built surveys.

All costs associated with field surveys shall be considered incidental to the costs of excavation and stone placement.

1.2.2 Performance and Payment Bonds

1.2.2.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

SECTION 01 22 00 Page 3

1.2.2.2 Unit of Measure

Unit of measure: Job (JOB).

1.2.3 Mobilization/Demobilization

1.2.3.1 Payment

Measurement shall be by the job for delivery, set-up and removal of the floating plant operation for the duration of the contract. Payment shall be made at the contract price per job for "Mobilization/Demobilization".

Payment shall be inclusive of all labor, materials and equipment. Payment for Floating Plant Assembly/Disassembly shall be made in accordance with

FAR 52.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.2.3.2 Unit of Measure

Unit of measure: Job (JOB).

1.2.4 Selective Clearing and Grubbing

1.2.4.1 Payment

Payment will be made for acceptably performed clearing as specified in Section 31 11 00 SELECTIVE CLEARING AND GRUBBING. Payment shall be made at the contract price for "Clearing". All clearing and grubbing not identified in the drawings shall be considered incidental.

1.2.4.2 Unit of Measure

Unit of measure: Job (JOB).

1.2.5 Spoil Pile Relocations

1.2.5.1 Payment

Payment will be made for relocation of the existing spoil piles as indicated on the drawings. Payment will be made at the contract unit price for "Spoil Pile Relocations", The price shall constitute full compensation for all equipment, tools, labor, materials, and supplies necessary to complete the work.

1.2.5.2 Measurement

Spoil Pile Relocation will be measured for payment by satisfactorily relocated Spoil Piles as approved by the COR. No distinction shall be made between materials which are excavated in the dry or wet.

1.2.5.3 Unit of Measure

Unit of measure: Job (JOB).

1.2.6 Disposal

No separate payment will be made for disposal of cleared and excavated materials or any other site debris. All costs associated with disposal shall be considered incidental to the costs of clearing and/or excavation.

SECTION 01 22 00 Page 4

1.2.7 Aggregate Fill

1.2.7.1 Payment

Payment for Aggregate Fill (Crushed Stone and Shot Rock) acceptably placed, as specified in Section 32 11 23 AGGREGATE BASE COURSES, will be made at the applicable contract unit price per ton for "Crushed Stone" and "Shot Rock". Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the aggregate until final acceptance by the Government. No payment will be made for excess aggregate left in place. Existing stone placed in lieu of new stone from off-site sources will be excluded from measurement and payment.

1.2.7.2 Measurement

Aggregate Fill will be measured for payment by the ton as determined by barge displacement or by weight in number of tons (2,000 pounds) used, excluding the amount specifically excepted, wasted, or used for the convenience of the contractor.

1.2.7.2.1 Barge Measurement

Stone delivered by barge will be measured for payment, in the presence of the Contracting Officer, by weight determined by barge displacement.

Furnish the Contracting Officer a barge displacement table not less than 10 work days prior to unloading the stone from any barge. Each table submitted shall show the name and/or number of the barge owner, the name of the fabricator, and the certification and date of certification of the person or firm preparing the table. Furnish with the barge displacement tables a drawing or sketch of each barge, dimensioned in sufficient detail to permit checking of the tables. The drawings shall show, as a minimum, the length, width, depth of the barge, and dimensions of the rake or rakes. Each such table shall have its accuracy certified by a person or firm, other than the Contractor, customarily performing this service. Each table submitted shall contain, in parallel columns, the freeboard of the barge in feet and tenths from zero to the full depth of the barge and the corresponding gross displacement to the nearest ton. Each barge shall be suitably marked with three displacement gaging locations on each side near each end of the barge and two amidship on opposite sides. Each gaging location shall be marked by a line perpendicular to the edge of the barge, 4 inches wide and 1 foot long, on both the deck and side of the barge and two amid ship on opposite sides. Barges with rakes shall have the displacement gaging lines placed at each corner of the box section between the rakes. If a barge has a box end or ends, the gaging locations shall be placed approximately 4 feet from the box end(s). The freeboard will be measured at the six gaging locations and the displacement determined by the use of "STANDARD BARGE TABLES" from the average of these measurements. The displacement will be determined before and after being unloaded and the difference between these values shall be the quantity delivered. Submit the Gaging Table Data as specified in the Submittals paragraph. Barges shall be loaded so that the readings taken at the gaging locations do not vary more than 1.5 feet port to starboard fore and aft and do not vary more than 0.5 feet port to starboard. If such is not the case, trim the carrier by shifting the stone until this limit is reached, before the measurement will be accepted. The draft shall be determined from the average of all six readings weighting the readings of the middle gage at double those of the end gages. (G1 + G2 + 2xG3 + 2xG4 + G5 + G6) divided by 8 = average draft. All carriers used in transporting stone shall be free of leaks such as would render accurate gauging difficult. Facilities for inspecting the

SECTION 01 22 00 Page 5 hold of each carrier to determine whether leakage is occurring shall be provided. Each carrier shall also be provided with adequate pumping facilities, and if water is found to be accumulating in the hold, the carrier shall be pumped dry before each gaging, both before and after unloading. Lightening by pumping or by transfer of crew or supplies will not be permitted while stone is being transferred. Rejected stone and unacceptable material shall be left aboard the barge until after the final readings have been taken.

1.2.7.2.2 Determination of Excess Stone

All stone outside the limits and tolerances of the cross sections of the structure, except variations so minor as not to be measurable, will be deducted from the quantity of new stone for which payment is to be made.

The surveys made under paragraph IN-PROGRESS SURVEYS or paragraph FINAL SURVEYS of Section 01 00 00 GENERAL REQUIREMENTS will be used when deemed appropriate by the Government's on-site representative to calculate excess material. Weight of excess stone will be determined from the cross sections obtained on the basis that one cubic yard of volume (including voids) is equal to 3,000 pounds. If the Contractor can show that the bulk specific gravity of the stone furnished or the percentage of voids is other than as listed, shall be recomputed. Should any excess stone be disclosed above the tolerance line as defined in paragraph PLACEMENT, its volume will be computed by the average end area method, based upon the cross section in the following manner. The average end area of excess stone above the tolerance line for two (2) successive cross sections, multiplied by the distance between the cross sections will be accepted as the volume. If the Contractor chooses to not remove such excess stone, deductions for the weights thereof will be made from contract payments for new stone. In addition to the above, stone, which has been delivered to the site and has been lost or wasted or otherwise not properly incorporated into the final required work, shall be deducted from the quantity for which payment is to be made.

1.2.7.3 Unit of Measure

Unit of measure: Ton (TN).

1.2.8 Nonwoven Geotextile (Filter Fabric)

1.2.8.1 Payment

Payment for Nonwoven Geotextile acceptably placed, as specified in Section 31 05 19 NONWOVEN GEOTEXTILE, will be made at the applicable contract unit price per Square Yard for "Filter Fabric". Price and payment shall constitute full compensation for furnishing, hauling, handling, and placing until final acceptance by the Government. No payment will be made for excess Filter Fabric.

1.2.8.2 Measurement

Filter Fabric will be measured for payment based upon quantity, in square yards, of satisfactorily installed Geotextile.

1.2.8.3 Unit of Measure

Unit of measure: Square Yard (SY).

SECTION 01 22 00 Page 6

1.2.9 Geogrid

1.2.9.1 Payment

Payment for Geogrid acceptably placed, as specified in Section 31 05 21 GEOGRID SOIL REINFORCEMENT, will be made at the applicable contract unit price per Square Yard for "Geogrid". Price and payment shall constitute full compensation for furnishing, hauling, handling, and placing until final acceptance by the Government. No payment will be made for excess Geogrid.

1.2.9.2 Measurement

Geogrid will be measured for payment based upon quantity, in square yards, of satisfactorily installed geogrid.

1.2.9.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.2.10 18" Circular Concrete Pipe

1.2.10.1 Payment

Payment for Concrete Pipe acceptably placed, as specified in Section 33 40 00 STORM DRAINAGE UTILITIES, will be made at the applicable contract unit price per linear foot for "Concrete Pipe". Price and payment shall constitute full compensation for furnishing, hauling, handling, and placing until final acceptance by the Government. No payment will be made for excess pipe.

1.2.10.2 Measurement

Concrete Pipe will be measured for payment based upon quantity, in linear feet, of satisfactorily installed pipe.

1.2.10.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.2.11 Permanent Seeding without Tree Planting

1.2.11.1 Payment

All costs associated with permanent seeding shall be in accordance with Section 32 92 19. All costs associated with permanent seeding are to include seed, straw/hay, and miscellaneous planting materials. Payment for permanent seeding shall be at the contract price for "Permanent Seeding without Tree Planting." Temporary seeding and associated items shall be considered incidental to "Miscellaneous Site Work".

1.2.11.2 Unit of Measure

Unit of Measure: Job (JOB.)

SECTION 01 22 00 Page 7

1.2.12 Deadman Construction

1.2.12.1 Payment

Payment for Deadmen acceptably placed, as shown in the drawings will be made at the applicable contract unit price for each "Deadman". Price and payment shall constitute full compensation for excavation, concrete, reinforcing steel, chains, formwork, and all other work and materials necessary to construct deadman as shown in the drawings until final acceptance by the Government. No payment will be made for excess materials.

1.2.12.2 Measurement

Deadmen will be measured for payment based upon quantity, each, of satisfactorily installed deadman.

1.2.12.3 Unit of Measure

Unit of Measure: Each (EA).

1.2.13 Fence (FE-7 ) Construction

1.2.13.1 Payment

Payment for Fences (FE-7) acceptably placed, as specified in Section 32 31 13 CHAIN LINK FENCES AND GATES, will be made at the applicable contract unit price per linear foot for "Fence (FE-7)". Price and payment shall constitute full compensation for furnishing, hauling, handling, and placing until final acceptance by the Government. No additional payment will be made for clearing.

1.2.13.2 Measurement

Fence (FE-7) will be measured for payment based upon quantity, in linear feet, of satisfactorily installed fence.

1.2.13.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.2.14 Fence Gate (FE-7) Construction

1.2.14.1 Payment

Payment for Fence Gates (FE-7) acceptably placed, as specified in Section 32 31 13 CHAIN LINK FENCES AND GATES, will be made at the applicable contract unit price for each "Fence Gate (FE-7)". Price and payment shall constitute full compensation for furnishing, hauling, handling, and placing until final acceptance by the Government. No additional payment will be made for clearing.

1.2.14.2 Measurement

Measurement for fence gates satisfactorily placed will be per each gate site. If two swing gates are required to span the width of the passage to be closed, it will only count as a single gate site. Adjust bids accordingly.

SECTION 01 22 00 Page 8

1.2.14.3 Unit of Measure

Unit of measure: Each (EA).

1.2.15 Bar Gate Construction

1.2.15.1 Payment

Payment for Bar Gates acceptably placed, as specified in Section 32 31 13 CHAIN LINK FENCES AND GATES, will be made at the applicable contract unit price for each "Bar Gate". Price and payment shall constitute full compensation for furnishing, hauling, handling, and placing until final acceptance by the Government. No additional payment will be made for clearing.

1.2.15.2 Measurement

Measurement for bar gates satisfactorily placed will be per each gate site. If two swing gates are required to span the width of the passage to be closed, it will only count as a single gate site. Adjust bids accordingly.

1.2.15.3 Unit of Measure

Unit of measure: Each (EA).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 9

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 Government Default Software

2.1.2 Contractor Software

2.1.2.1 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

3.3.17.2 O&M Manuals

3.3.18 Anticipated Adverse Weather

3.3.19 Early Completion Schedule and the Right to Finish Early

SECTION 01 32 01 Page 1

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

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 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…