W912BV210091SOWDrawingsPictures.pdf

STRUCTURE DOOR REPLACEMENT

Fall River Lake, Greenwood County Kansas

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE OF WORK

In general, this Scope of Work consists of security door replacement on critical infrastructure utilized for flood risk management. The final result will be the replacement and disposal of the Generator Room Security Door to include the Frame, Hardware, and Locking Features at the Fall River Lake Dam Structure in Greenwood County Kansas with OPTION Award items to increase the performance of Door Replacement as specified at Toronto Lake in Woodson County Kansas, and John Redmond Reservoir in Coffey County Kansas.

This project will be a total turn-key contract with all work being performed by the Contractor unless otherwise stated. The Contractor shall provide all plant, materials, equipment, labor, instruments, tools, Sub- Contractors, supervision, management, per diem, and travel necessary to complete all work in accordance with the statement of work (SOW), attached drawings, specifications, and all other contract documents and requirements. Where contract documents and criteria appear to be in conflict, the Contractor shall consult the Contracting Officer (KO) or the Contracting Officer's Representative (COR), as applicable, for clarification before beginning any work.

1.2 BID ITEMS:

BASE BI D: STRUCTURE GENERATOR ROOM

Located at Fall River Lake, Greenwood County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em F- 1: STRUCTURE GROUND EAST AND GROUND WEST.

Located at Fall River Lake, Greenwood County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em F- 2: STRUCTURE CATWALK EAST AND CATWALK WEST.

Located at Fall River Lake, Greenwood County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em F- 3: STRUCTURE WEI R EAST AND WEI R WEST.

Located at Fall River Lake, Greenwood County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em F- 4: STRUCTURE TOWER EAST AND TOWER WEST.

Located at Fall River Lake, Greenwood County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em T- 1: STRUCTURE GENERATOR ROOM AND GROUND EAST.

Located at Toronto Lake, Woodson County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em J- 1: STRUCTURE CATWALK.

Located at John Redmond Reservoir, Coffey County Kansas. (Reference

SECTION 01 11 00 Page 1

Supporting Documents for Specific Performance).

Opt i on Bi d I t em J- 2: STRUCTURE GENERATOR ROOM.

Located at John Redmond Reservoir, Coffey County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em J- 3: STRUCTURE GROUND EAST.

Located at John Redmond Reservoir, Coffey County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em J- 4: OVERLOOK RESTROOM; MEN' S, WOMEN' S, AND PI PE

CHASE.

Located at John Redmond Reservoir, Coffey County Kansas. (Reference Supporting Documents for Specific Performance).

Opt i on Bi d I t em J- 5: DAM SI TE SHOWER HOUSE; MEN' S, WOMEN' S, AND PI PE

CHASE.

Located at John Redmond Reservoir, Coffey County Kansas. (Reference Supporting Documents for Specific Performance).

1.3 BASIS FOR PAYMENT

Payment will be made in a lump sum upon completion of work. The basis for payment under this contract is completion of the total prescribed work according to each line item bid option. The contract price shall be full compensation for furnishing all materials, equipment, labor, and incidentals necessary to complete the work as specified. The Government shall make a final inspection and acceptance of the work before payment is authorized.

1.4 WORK HOURS

Regular work hours will be from 7:00 am- 4:30 pm Monday through Friday, excluding federal holidays. Any proposed changes to the work hours must be approved by the Contracting Officer's Representative (COR).

1.5 COMPLETION TIME

Work shall be completed within 270 calendar days after the Notice to Proceed (NTP).

1.6 SAFETY REQUIREMENTS

The Contractor shall comply with the Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 dated 30 November 2014 in addition to all applicable Federal, State, and Local safety codes and practices. It is the Contractor's responsibility to ensure public safety during the entire duration of the contract. Necessary signs, barriers, warning devices, etc. shall be operated and maintained by the Contractor at Contractor expense. Contractor employees shall comply with the minimum dress requirements as stated in Chapter 5 of EM 385-1-1.

1.7 EQUIPMENT

All equipment used to perform work under this contract shall be in good operating and mechanical condition and shall comply with EM 385-1-1. All equipment shall be inspected by the Contractor and the inspection reports

SECTION 01 11 00 Page 2 shall be submitted to the Contracting Officer's Representative prior to utilization of such equipment to accomplish work on this contract.

Equipment designated for use on the water must be inspected with Government Representative on site. Equipment with fluid leaks such as gasoline, oil, and hydraulic fluid are NOT authorized for use and equipment needing repairs must be removed from Government Property for servicing.

1.8 WEATHER LIMITATIONS

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated weather delays in all-weather dependent activities.

MONTHLY ANTI CI PATED ADVERSE WEATHER DELAY

WORKDAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 5 5 4 4 4 4 3 4 4

1.9 SUBMITTALS

The Contractor will be required to furnish certain submittals. These submittals will include progress reports, certifications of materials, safety plans, drawings, training certifications, work plans, etc. These will be specifically listed and shall be furnished to the Contracting Officer's Representative electronically via Adobe (.PDF) or Microsoft Word (.docx) unless other formatting is requested by the COR or alternative formatting has been an approved by the COR prior to submission.

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. FIO (For Information Only) submittals do not require Government approval. In addition to submittals referenced throughout the specifications, the Contractor shall furnish:

Contracting Company's Health and Safety Program; G, COR

Personnel Training; G, COR

For all personnel accessing the jobsite (including sub-Contractors):

a. Anti-Terrorism Level 1 Awareness; G, COR

b. Operational Security (OPSEC); G, COR

c. Proof of E-verify; G, COR

1.10 PREWORK CONFERENCE

A pre-work conference will be held with the Contracting Officer's

SECTION 01 11 00 Page 3

Representative (COR) and the Contractor prior to the commencement of any work. The Contractor's responsible person and necessary administrative staff will be required to attend this meeting. Procedures for proper invoicing and payment, schedule, etc., will be covered at this time.

1.11 VERIFICATION OF SITE CONDITIONS

The Contractor shall obtain all required information, measurements, dimensions, etc. necessary to field verify all existing conditions and dimensions and provide the specified Detailed Work Plan, Traffic Control Plan, and all other necessary submittal information. If there are existing conditions that appear to affect the proposed construction, the Contractor shall inform the COR in writing before proceeding with any manufacturing or construction processes, including ordering of materials. Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. To protect both the Government's and Contractor's interests, detailed documentation of existing conditions shall be recorded by the Contractor before beginning any work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures, pavement, and other facilities adjacent to construction areas. Digital photographs each with 5 megapixel minimum resolution shall be provided (thumb drive or DVD/CD format) by the Contractor as a record of existing conditions. Also, 5"x7" color hard copies of each photograph shall be provided on photograph quality paper by the Contractor to the Contracting Officer's Representative. Include in the record possible conflicting electrical service and conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to starting work. Submit survey results as specified.

1.12 SITE VISIT

An authorized Contractor Representative in conjunction with the Contracting Officer's Representative and Technical Representatives shall conduct a site visit at the proposed construction site. The purpose of the site visit will be to allow the Contractor the opportunity to further examine the project site conditions with the on-site Government personnel.

1.13 PUBLIC SAFETY

The Contractor's work plan, traffic control plan, and construction methods shall be developed and executed with the understanding that public safety will not be compromised. The Contractor shall plan and execute the work to maintain public safety during both active work times and non- work times.

The Contractor shall leave the work area daily in such a manner that public safety is maintained during non-work hours.

1.14 TRAFFIC CONTROL

If the Contractor's performance creates a disturbance that causes a potential hazard or in requires the public in general to alter their behavior and normal interactions with regards to traffic ability of public roads, then a traffic control plan shall be required. It is the Contractors responsibility to prepare, execute, and notify all responsible parties of their traffic control plan prior to starting work. The Contractor shall submit a traffic control plan for Government review and approval before distributing to other governmental officials. The traffic control plan shall be in accordance with all requirements of this contract

SECTION 01 11 00 Page 4 and the Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition and all revisions.

1.15 CONTRACTOR STAGING AREA

The Government will identify an area for the Contractor's use for staging, storage, and other contract activities. The Contractor shall provide all necessary facilities (gates, fences, gravel, office trailers, storage buildings, fuel tanks, etc.) and utilities. The Government will provide no facilities. The Contractor shall obliterate all facilities and return the area to its pre-contract state (including grading and turfing) before the contract is deemed to be complete by the Government. Payment may be withheld pending acceptable obliteration of these facilities.

1.16 ENVIRONMENTAL CLEANUP

The Contractor shall maintain a clean work area at all times. The Contractor shall be responsible for the protection and preservation of the environment and will be required to restore all damages/disturbances subject to the approval of the Contracting Officer. The Contractor shall remove and dispose of all debris off Government property in a state approved disposal site unless specified otherwise. The Contractor will be required to comply with all Federal and State environmental requirements.

1.17 COORDINATION OF WORK

The Contractor shall coordinate all work with the Contracting Officer's Representative, maintain communications with lake office personnel and efficiently raise awareness to the effected public. The Contractor shall be required to complete the work without impacting the day to day operations. The Government point of contact (POC) for this work will be Gary Kepley at 620-767-5195. The Contractor must also allow government representatives access to Contractor facilities with 24-hour notice.

1.18 ANTITERRORISM AND OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for ensuring all personnel, to include sub-contractor personnel, comply with the training requirements and procedures identified on the document titled "Antiterrorism/Operations Security Requirements" in Section H, Special Contract Requirements. When items for which training is identified, the Contractor shall ensure that all personnel complete acknowledgement for the specified training; the Contractor is responsible for ensuring all training acknowledgments, when applicable, are submitted to the COR or Contracting Officer within 10 calendar days of contract award (or NTP for construction contracts). In no event shall any Contractor or sub-Contractor personnel be onsite prior to completion of any applicable training and submission of training verification. Training materials and verification forms will be provided by the Contracting Officer upon written request. Pre -screen candidates using E-Verify Program. The Contractor must pre-screen candidates using the E -verify Program (http://www.dhs.gov/E- Verify) website to meet the established employment eligibility requirements. The Contractor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E? verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

SECTION 01 11 00 Page 5

1.19 CONTRACTOR PERSONNEL

Persons hired by the Contractor shall be fully qualified to perform the work in a professional manner and in industry installation standards. The Contracting Officer may require, in writing, that the Contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

The Contractor is responsible for providing the Contracting Officer's Representative with a copy all required licenses, certifications, and other documents pertaining to the contracted personnel.

1.20 QUALIFICATIONS

The Contractor shall furnish proof of at least 5 years of work experience with regards to performing masonry repair, concrete mortar installation, ferrous and non-ferrous metal welding as applicable to field installation and modifications of steel frame installation as outlined in this SOW.

1.21 LIQUIDATED DAMAGES

Liquidated damages of $303.43 per day shall be incurred by the Contractor for every day beyond the end of the performance period in which the contract is not completed.

1.22 REGULATORY REQUIREMENTS

The Contractor must comply with Kansas Laws and Regulations for sanitizing equipment that has made contact with bodies of water to mitigate invasive species at no additional cost to the Federal Government. Reference Kansas Department of Health and Environment for methods and procedures pertaining to the mitigation and prevention of aquatic nuisance species.

1.23 DELIVERY, STORAGE, AND HANDLING

Deliver Components to the job site as specified.

1.24 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.

1.25 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

NONE

1.26 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.

SECTION 01 11 00 Page 6

PART 2 PRODUCTS

2.1 PRODUCTS

The Contractor is responsible for acquiring all products as outlined in the specifications unless otherwise instructed by the Contracting Officer.

PART 3 EXECUTION

3.1 GENERAL

The existing doors have surpassed their utilization expectancy and it is the intention of this scope of performance to fully remove them and replace them as specified. Reference supporting documentation and map locations for further information.

The Contractor is responsible for providing their own potable water for and electricity for construction activities. Government purchased commercial electric power and water will not be authorized for Contractor use. The use of lake water will not be authorized for Contractor use.

The acceptance of work performed will be determined by the Contracting Officer's Representative in reference to the pre-negotiated performance standards outlined in this Scope of Work and Specifications. All negotiations shall be performed by the Contracting Officer and any modifications or changes to the contract will be reflected in the Contracting Officer's Representative's assessment of contract compliance and performance.

3.1.1 CONCRETE REPAIR

Damaged concrete shall be chipped back to sound concrete, approved anchoring method shall be installed, and the surfaces shall be prepared in accordance with Manufacturers Recommendations and Contracting Officer's Approval.

All sites will need to have all loose spalled material or damaged concrete removed and dried before application of any fill material. The removed debris shall be considered construction waste and will be collected by the Contractor and disposed of in a waste disposal facility with proof of disposal submitted to the Contracting Officer's Representative.

Unless approved by the Contracting Officer's Representative, use only hand tools or power- driven chipping hammers (15 lb. class maximum) to remove concrete.

If more than ½ the perimeter of any mild reinforcement is exposed or if the exposed bar exhibits significant corrosion, remove the concrete from around the entire bar. Provide ¾ inch clearance or 1 times the largest sized aggregate in the repair material, whichever is greater, between the steel and surrounding concrete to permit adequate flow of the repair material.

The exposed rebar in the spall sites will require an encapsulated agent coat to ensure all rust is handled. Before application of agent, wire brush will be used to remove known rust.

SECTION 01 11 00 Page 7

The patch perimeters shall be saw-cut to eliminate feathered edges and to ensure that the repair material will be applied in depths no less than the manufacturer's recommended minimum depth or ½ inch, whichever is the deepest.

Handheld grinders or saws may be used to square the patch perimeters. When practical, undercut the patch perimeter at an approximate angle of 15 to 20 degrees from perpendicular so that the profile will help hold the patch material in place.

The Contractor shall roughen the substrate to ensure that there will be a mechanical bond between the patch material and the parent concrete. Areas to be patched shall be prepared, contaminants removed, cleaned and placed per manufactures recommendation. Bonding agents shall be used where required by the manufacturer.

The spall sites will need to be filled with either concrete, epoxy, or another appropriate sealing material. Shallow repairs (< 1 ½ inches) or deep narrow holes shall be repaired with an epoxy type material Large deep repairs (> 1 ½ inches) shall be repaired with multiple dowels, welded wire mesh and a high strength cement based patch material (6000 p.s.i.).

Samples of sealing/filling material shall be obtained by the Contractor and submitted to the COR for approval.

When no mild reinforcement is exposed, install anchors at no more than 12 inches on center each way with a minimum of one anchor per site spaced evenly into the existing spall site to ensure that the patch material will have an anchor. In spall locations that require welded wire fabric, the fabric will be tied to all anchors 2 inches below the finished top. All sites must be inspected by USACE prior to drilling, epoxy, and placement of patch material.

The anchors must consist of one the following: stainless steel, galvanized, or zinc-painted expansion anchors. All locations where installing expansion anchors drill and clean the holes as required by the anchor manufacturer. Do not use a drill bit that has a larger diameter than that required. Embed the anchor the minimum amount required by the manufacturer. In order to function as intended, the head of the anchor must protrude into the repair material.

Where anchors are installed, ensure that there will be a minimum cover of ½ inch for stainless steel and 1 inch form non-stainless steel after the patch material is applied.

All construction joints shall be consistent with the original engineered design of the structure and the Contractor shall be responsible for addressing this aspect of performance either through forming before applying the repair material or cutting after the concrete patch has fully cured.

Defects in the repairs such as cracking (in all forms) or gaps between patch and existing concrete will not be accepted.

3.2 ACCOMPLISHMENT OF WORK

The selected contractor shall furnish all labor, materials, services, trained personnel, bonds, insurance, security, instrumentation, and equipment to ensure the entire project is completed in accordance with the specifications. The objective of these tasks is to fully remediate, SECTION 01 11 00 Page 8 demolish, and dispose of the existing government building in full compliance with federal, state, and any other applicable laws.

PART 4 WARRANTY

4.1 Contractor Warranty

Unless otherwise specified, the Contractor is required to guarantee that all completed work will be free of any defects and poor workmanship for a period of 2 years for all protective paint coatings, concrete, grouting, and/or masonry work; and 5 years for door and appurtenant components. All defects and poor workmanship found will be corrected within 30 Days of being notified with no extra charge to the government.

-- End of Section --

SECTION 01 11 00 Page 9

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday , and 7 a.m. to 3:30 p.m. on Saturday , excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

SECTION 01 14 00 Page 1

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

Prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The

SECTION 01 30 00 Page 2 conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

SECTION 01 30 00 Page 3

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

1.1.3 Submission of Submittals

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

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

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

SD-01 Preconstruction Submittals

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

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

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

Certificates Of Insurance

SECTION 01 33 00 Page 1

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-04 Samples

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

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

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

SD-07 Certificates

SECTION 01 33 00 Page 2

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.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

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

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or “S” classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register; G

SECTION 01 33 00 Page 3

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Within the terms of the Contract Clause 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 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted.

Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

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

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

1.5.2.2 Format for SD-02 Shop Drawings

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

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

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

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

Submit an electronic copy of drawings in PDF format.

1.5.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision

SECTION 01 33 00 Page 4 numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

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

1.5.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or

SECTION 01 33 00 Page 5 unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.5.2.4.2 Sample Incorporation

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at the time of use.

Recording of Sample Installation: Note and preserve the notation of any area constituting a sample installation, but remove the notation at the final clean-up of the project.

1.5.2.4.3 Comparison Sample

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

When color, texture, or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.2.5 Format of SD-05 Design Data

Provide design data and certificates on 8 1/2 by 11 inch paper.

1.5.2.6 Format of SD-06 Test Reports

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report

SECTION 01 33 00 Page 6 pertains.

1.5.2.7 Format of SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inch paper.

1.5.2.8 Format of SD-08 Manufacturer's Instructions

Present manufacturer's instructions submittals for each section. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

Submit the manufacturer's instructions before installation.

1.5.2.8.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.2.10 Format of SD-11 Closeout Submittals

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

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

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

The entire set of source drawing files (DWG) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

SECTION 01 33 00 Page 7

1.5.3.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is 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 its subconsultants 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 source drawing files are not construction documents.

Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. 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. Use of these source drawing files does not relieve the Contractor of the 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 data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.5.4 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. 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/ .

SECTION 01 33 00 Page 8

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

Unless otherwise specified, submit two 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…