TSpecs_JPP Restricted Area Fence Installation_RTA_30-MAY-2023.pdf

US Army Corps of Engineers Nashville District

Solicitation Notice W912P5-23-Q-0027

JPP Restricted Area Fence Installation (Part II)

J. Percy Priest Dam Cumberland River Basin Stones River Nashville, Tennessee

TECHNICAL SPECIFICATIONS -

Ready to Advertise (RTA) Certified Final

April 2023

Restricted Area Fence Installation Part II J. Percy Priest Dam Ready to Advertise Nashville, TN

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 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 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 SUMMARY OF WORK

1.2.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1.1 Project Description

1.2.1.2 Location

1.2.2 EXISTING WORK

1.3 COORDINATION MEETINGS

1.4 ACTIVITY HAZARD ANALYSES

1.5 SUBMITTALS

1.6 Cost Loaded Schedule

1.7 Operations and Maintenance Data

1.8 As-Built Drawings

1.9 CONTRACTOR'S STAGING AREA

1.10 DAILY CLEANUP AND DISPOSAL

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.12 EVALUATION OF CONTRACTOR PERFORMANCE

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

CONTRACTS

1.14 WORKING HOURS

1.14.1 2022 Federal Holidays

1.14.2 2023 Federal Holidays

1.15 PRICE AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Contractor Responsibilities

3.2.2 Interruptions of Utilities

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SECTION 01 00 00 Page 1

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

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

1.2 SUMMARY OF WORK

1.2.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1.1 Project Description

This project includes installation of two 22' vehicle gates with key pads and incidental FE-6 fencing, with the posts rooted in concrete, and one pedestrian access gate with mechanical latching. This project includes an option, which is comprised of a third vehicle access gate and keypad, approximately 510 LF of FE-6 fencing (with posts footed in concrete) along the predetermined path, and a pedestrian access gate with mechanical latching.

1.2.1.2 Location

The work is located between the J Percy Priest Resource Management/Regulatory offices, indicated in the attached plans. The Contracting Officer will show exact location on site post award.

1.2.2 EXISTING WORK

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

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

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

1.3 COORDINATION MEETINGS

Routine meetings, both formal and informal, and to include phone call and site visits, will be scheduled by the Contracting Officer. The Contractor and Corps of Engineers will be represented at all of these meetings.

SECTION 01 00 00 Page 3

1.4 ACTIVITY HAZARD ANALYSES

An Activity Hazard Analysis (AHA) in accordance with USACE EM 385-1-1 Safety Reference Manual guidance and FAR Part 52.236-13. Only key risk factors associated with the scope of this project will be required to be represented in the AHA. Each definable feature of work shall be accompanied by the submission of an AHA and Government approval obtained before work on the definable feature can begin.

1.5 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. Each Specification Section potentially contains submittal requirements. The following administrative requirements shall be submitted:

SD-01 Preconstruction Submittals

Cost Loaded Schedule; G

SD-07 Certificates

Activity Hazard Analysis (AHA); G

SD-11 Closeout Submittals

As-Built Drawings; G

1.6 Cost Loaded Schedule

The Contractor shall develop submit, within ten (10) calendar days of contract award, a project schedule. The schedule is to be cost loaded showing cost, start date, and finish date for all definable scopes of work. The schedule shall detail major items of work and clearly indicate the contractor’s ability to complete the work within the contract performance period. The schedule shall also be provided to the government in advance of any other submittals.

1.7 Operations and Maintenance Data

The contractor shall submit all required Operations and Maintenance Data in accordance with the technical specifications of this project. In addition to these requirements the contractor shall submit, at the Contracting Officer's discretion, any pertinent O&M data not explicitly required by the technical specifications of this contract but identified as potentially important by the contractor during execution.

1.8 As-Built Drawings

As-built drawings will be required for the electrical installation of the keypads and gates.

As-built drawings are developed and maintained by the Contractor and depict actual conditions, including deviations from the Contract Documents. These deviations and additions may result from coordination required by, but not limited to: contract modifications; official responses to Contractor submitted Requests for Information; direction from

SECTION 01 00 00 Page 4 the Contracting Officer; designs which are the responsibility of the Contractor, and differing site conditions. Maintain the as-builts throughout construction as red-lined PDF files. These files serve as the basis for the creation of the record drawings.

The record drawings are the final compilation of actual conditions reflected in the as-built drawings.Request the full set of electronic drawings, in the source format, for Record Drawing preparation, after award and at least 30 calendar days prior to required use.

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files. These electronic CAD drawing files are not construction documents. Differences may exist between the CAD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CAD files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction drawings and data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.9 CONTRACTOR'S STAGING AREA

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

1.10 DAILY CLEANUP AND DISPOSAL

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

SECTION 01 00 00 Page 5 waste shall not be disposed of in existing drains.

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities shall be protected whether or not shown on the drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the original condition prior to the contract. Costs for repair and restoration of any facilities shall be considered to be incidental to and included in the contract price.

1.12 EVALUATION OF CONTRACTOR PERFORMANCE

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

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

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

01 95 00 FORMS AND ATTACHMENTS.

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

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

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

CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-35 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-37 EMPLOYMENT REPORTS ON VETERANS, DFARS

222.13 SPECIAL DISABLED AND VIETNAM ERA VETERANS, 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 Employment Index:

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

SECTION 01 00 00 Page 6

f. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

g. Guide to Hiring Veterans:

https:://obamawhitehouse.archives.gov/sites/default/files/docs/white_house_business_council

- guide_to_hiring_veterans_0.pdf

1.14 WORKING HOURS

Normal working hours are Monday through Friday 6:30 AM to 3:30 PM CT. Work must be scheduled around federal holidays. Any exceptions must be approved by the Contracting Officer. Exceptions to normal working hours may be approved by the Contracting Officer if deemed in the best interest of the Government and adequate Government staffing is available to administer the work requested to occur outside of normal hours. Submit requests to change work hours not less than 14 days in advance of need so the Contracting Officer can make a determination of interest and staffing availability.

During periods of darkness, the different parts of the work must be lighted in accordance with the EM 385-1-1. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.14.1 2022 Federal Holidays

Do not schedule work on Federal holidays

a. 2022 Federal Holiday Schedule

Date Holiday Friday, December 31 New Year's Day Monday, January 17 MLK Day Monday, February 21* Washington's Birthday 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

*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.

**June 19, 2022 (the legal Federal holiday for Juneteenth National Independence Day), falls on a Sunday. Monday, June 20, will be treated as a Federal holiday.

***December 25, 2022 (the legal Federal holiday for Christmas), falls on a Sunday, Monday December 26, will be treated as a Federal holiday.

1.14.2 2023 Federal Holidays

Do not schedule work on Federal holidays

SECTION 01 00 00 Page 7

a. 2023 Federal Holiday Schedule

Date Holiday Monday, January 2* New Year's Day Monday, January 16 MLK Day 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

*January 1, 2023 (the legal Federal holiday for New Years Day), falls on a Sunday, Monday January 2, will be treated as a Federal holiday.

**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.

***November 11, 2023 (the legal Federal holiday for Veterans Day), falls on a Saturday, Friday November 10, will be treated as a Federal holiday.

1.15 PRICE AND PAYMENT

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

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

USACE will locate and mark existing utilizes within the projects limits.

The Contractor will need to coordinate with the COR prior to mobilization to confirm the Contractor's requested areas are properly marked. Any damage to the utilities or interruptions of the service caused by the Contractor's operations shall be repaired and the service restored promptly at the Contractor's expense.

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Raw water is available with no charge at the site. The contractor shall supply any other utilities needed at his cost. The Contractor shall carefully conserve any utilities furnished without charge.

b. The Contractor, at its expense and in a workmanlike manner

SECTION 01 00 00 Page 8 satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated paraphernalia.

c. The Contractor is responsible for providing drinking water facilities for all personnel associated with this contract.

3.2.2 Interruptions of Utilities

a. No utility services shall be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the Contracting Officer.

b. Request for Permission to shut down services shall be submitted in writing to the Contracting Officer not less than seventeen (17) days prior to date of proposed interruption. The request shall give the following information:

(1) Nature of Utility (Gas, L.P. or H.P., Water, etc.)

(2) Size of line and location of shutoff.

(3) Buildings and services affected.

(4) Hours and date of shutoff.

(5) Estimated length of time services will be interrupted.

c. Services shall not be shutoff until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

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SECTION 01 00 00 Page 9

SECTION 01 00 00 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

a description of work covered in this contract and is required for use in all projects

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.1.1 BASE

1.1.1.2 OPTION 01

1.1.2 Location

1.2 LOCATION OF UNDERGROUND UTILITIES

1.3 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.4 EXISTING WORK

1.5 DELIVERY SCHEDULE

1.6 SALVAGE or REUSE MATERIAL AND EQUIPMENT

1.7 TEMPORARY ENVIRONMENTAL CONTROLS

1.7.1 Protection of Natural Resources

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The J. Percy Priest Resource Office and Maintenance Area Compound requires vehicle access gates and FE-6 security fence lines to prevent public use in restricted areas. The extent of work covered under this effort for the BASE and OPTION 01, includes installation of three vehicle access gates and keypads, two pedestrian access gates with mechanical latching, installation of concrete embedded FE-6 security fence along predetermined path, and incidental related work.

1.1.1.1 BASE

The BASE will consist of the predetermined location of two vehicle sliding gates with keypads, one pedestrian gate with a mechanical latch, and incidental FE-6 fencing to enclose the buildings and proposed vehicle gates shown in the plans. One vehicle sliding gate will enclose the auxiliary service building to the service building, the pedestrian gate with mechanical latching will be installed within this segment. The second vehicle sliding gate will enclose the service building to the existing fence on the compound's north-west side. The contractor shall supply DKS DoorKing 1815-051 Lighted Wiegand Keypads and HySecurity SlideSmart DC 15 slide gate operators. These products have been identified as products that need to be installed to match the other existing keypads and gate operators located on the site. Refer to section 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL, for more brand name product details.

1.1.1.2 OPTION 01

The J. Percy Priest Resource Office requires FE-6 security fence line to prevent public use in restricted areas. The extent of work covered under this effort includes, installation of concrete embedded security fence and vehicle sliding gate, installation of a pedestrian access gate with mechanical latching, and incidental related work. The fence length is approximately 510 LF, the final alignment will be walked and marked by the COR and/or Civil lead. Contractor must make every effort to stay along the predetermined fence path. Any field conditions which influence the fence path must be coordinated and approved by the COR. The Contractor must ensure that the alignment of the fence line maintains a 10 foot offset, each direction of centerline, of all existing vegetation. Likewise to the base contract, the contractor shall supply a DKS DoorKing 1815-051 Lighted Wiegand Keypad and HySecurity SlideSmart DC 15 slide gate operator. Refer to section 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL, for more brand name product details.

Prior to contract award, trees will be cleared and stumps will be grinded down along the predetermined path fence path.

SECTION 01 11 00 Page 3

1.1.2 Location

The work is located between the regulatory and resource management office, within the J. Percy Priest Private Property. Refer to drawing package for location as indicated. The exact location will be shown by the Contracting Officer.

1.2 LOCATION OF UNDERGROUND UTILITIES

Existing utilities within the project vicinity are approximately indicated on the drawings and in the attached reference sheets. Known utilities within the location of the proposed fence will be marked on site. It is the contractor's responsibility to field verify each utility location shown on the contract drawings prior to any excavation or trenching activities.

1.3 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The Government will not provide furnished material or equipment.

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 DELIVERY SCHEDULE

Notify the Contracting Officer in writing at least 5 calendar days in advance of the date on which the materials and equipment are required.

Pick up materials and equipment no later than 30 calendar days after such date. When materials and equipment are not picked up by the 30th day, the Contractor will be charged for storage as determined by the Contracting Office Representative.

1.6 SALVAGE or REUSE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 2 miles of the construction site. Items must be stored above ground protected from ponding water. Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer.

Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

SECTION 01 11 00 Page 4

1.7 TEMPORARY ENVIRONMENTAL CONTROLS

The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract.

1.7.1 Protection of Natural Resources

Minimize interference with, disturbance to, and damage to fish, wildlife, and plants, including their habitats. The protection of rare, threatened, and endangered animal and plant species identified, including their habitats, is the Contractor's responsibility.

Preserve the natural resources within the project boundaries and outside the limits of permanent work. Contractor should be aware of sinkholes, approximate locations indicated in the drawings. Contractor must not disturb, construct, or place any material in the vicinity of the sinkholes. Restore to an equivalent or improved condition upon completion of work that is consistent with the requirements of the plans and specifications, permits, and the Contracting Officer or as otherwise specified. Confine construction activities to within the limits of the work indicated or specified.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 5

SECTION 01 11 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

lump sum schedule payment items and unit price schedule payment items

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.1.1 Survey Work

1.1.2 Mobilization/Demobilization

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Fence (FE-6) Construction

1.1.3.1 Payment

1.1.3.2 Measurement

1.1.3.3 Unit of Measure

1.1.4 Vehicle Access Gate (FE-6) Construction

1.1.4.1 Payment

1.1.4.2 Measurement

1.1.4.3 Unit of Measure

1.1.5 Pedestrian Swing Gate

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Seeding and Mulching

1.1.6.1 Payment

1.1.6.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION Not Used

SECTION 01 20 00 Page 1

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 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.

1.1.1 Sur vey Wor k

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 any applicable construction activity.

1.1.2 Mobilization/Demobilization

1.1.2.1 Payment

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

1.1.2.2 Unit of Measure

Unit of measure: Job (JOB).

1.1.3 Fence ( FE- 6) Const r uct i on

1.1.3.1 Payment

Payment for Fences (FE-6) 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-6) Construction". 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 any extra clearing required if the Contractor deviates from the predetermined cleared path.

SECTION 01 20 00 Page 3

1.1.3.2 Measurement

Fence (FE-6) will be measured for payment based upon LF of satisfactorily installed fence by the Contracting Officer.

1.1.3.3 Unit of Measure

Unit of measure: LF (Linear Foot)

1.1.4 Vehi cl e Access Gat e ( FE- 6) Const r uct i on

1.1.4.1 Payment

Payment will be made for the installation of the new security entrance gates as shown on the drawings and as specified. Payment will include, but not be limited to, all costs associated with or incidental to furnishing and installing the new slide entrance gate, including gate structure, gate posts, fabric mesh, barbed wire, and all miscellaneous gate accessories; performing all incidental excavation required for installation of the gate posts; furnishing and installing new electric gate operators (HySecurity SlideSmart DC 15) and keypads (DKS DoorKing 1815-051 Lighted Wiegand Keypads) sized for proper operation of the gate;

furnishing and installing new conduit and wiring required for operability of the new entrance gate; and constructing concrete pads for the electric gate operators and keypads.

1.1.4.2 Measurement

Measurement of security entrance gate installations for payment will be based on the actual number of security entrance gates, including all components, installed along the fence line.

1.1.4.3 Unit of Measure

Unit of measure: Each (EA).

1.1.5 Pedest r i an Swi ng Gat e

1.1.5.1 Payment

Payment will be made for the installation of the new pedestrian swing gates as shown on the drawings and as specified. Payment will include, but not be limited to, all costs associated with or incidental to furnishing and installing the new swing entrance gate, including gate structure, gate posts, fabric mesh, barbed wire, and all miscellaneous gate accessories; performing all incidental excavation required for installation of the gate posts; furnishing and installing new mechanical latching for operability of the new pedestrian swing gate.

1.1.5.2 Unit of Measure

Unit of measure: Job (JOB).

1.1.6 Seedi ng and Mul chi ng

1.1.6.1 Payment

Payment will cover all cost associated with seeding, mulching, incorporating, protecting, and maintaining. This price shall constitute

SECTION 01 20 00 Page 4 full compensation for furnishing all plants, labor, equipment, materials, and performing all operations necessary for placing and maintaining seed and mulch as specified in the plan sheet. No payment for seeding and mulching will be made until acceptance by the Contracting Officer or his/her representative. Payment will be made at the single job pay item for costs associated with satisfactory performance of seeding.

1.1.6.2 Unit of Measure

Unit of measure: Job (JOB).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 5

SECTION 01 20 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

PART 1 GENERAL

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 Electronic File Format

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

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

SECTION 01 33 00 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025-R

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

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

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within the submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

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, 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

SECTION 01 33 00 Page 3

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Health and Safety Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate the entirety of the work and affected systems.

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.

SECTION 01 33 00 Page 4

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-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SECTION 01 33 00 Page 5

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).

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, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following 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 sample ENG Form 4025-R transmittal form, included in Section 01 95 00 FORMS AND ATTACHMENTS, for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out

SECTION 01 33 00 Page 6 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.

Submittal exchanges will be conducted via e-mail between the Contractor and the Contracting Officer. The Contractor will be provided the Contracting Officer's e-mail address to conduct submittal exchanges after contract award.

1.5.2 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide hard copies of the submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. If documents are scanned, optical character resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/ .

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

Unless otherwise specified, submit three sets of administrative submittals.

1.6.2 Number of SD-04 Samples

a. Submit two samples, or two sets of samples showing the range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in the technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of nonsolid materials.

1.7 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval

SECTION 01 33 00 Page 7 of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 PROJECT SUBMITTAL REGISTER

A sample Project Submittal Register showing items of equipment and materials for when submittals are required by the specifications is provided as an attachment to Section 01 95 00 FORMS AND ATTACHMENTS.

1.8.1 Submittal Management

Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and

(i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting the project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.

1.8.2 Preconstruction Use of Submittal Register

Submit the submittal register. Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

SECTION 01 33 00 Page 8

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for the approving authority to receive submittals.

Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.8.3 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in the program used by the Contractor with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

1.8.4 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.8.5 Action Codes

1.8.6 Delivery of Copies

Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.9 VARIATIONS

Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Alt. I Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

SECTION 01 33 00 Page 9

1.9.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.9.2 Proposing Variations

When proposing variation, deliver a written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. Include the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations

1.9.3 Warranting that Variations are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.9.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 10 calendar days will be allowed for the Government to consider…