B.08.03 Amendment(s)#1 – W912DQ24Q1064-01.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Add clarif ication text to the statement of w ork in section 1.9.9 and section 3.2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 42

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 28-Aug-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DQ24Q1064

X 9B. DATED (SEE ITEM 11)

14-Aug-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

27-Aug-2024

CODE

USACE, KANSAS CITY +

CONTRACTING DIVISION FEDERAL BLDG CT 601 E 12

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ24Q1064

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 1

Clarification of issues identified during the site visit:

-All vacated equipment (flanges, pipes, etc) mounted on the roof and/or the parapet walls observed during the site visit will be removed by the government prior to notice to proceed.

-Existing utilities and conduits crossing the finished roof shall be supported in accordance with industry standards.

The steel propane line crossing the roof may be temporarily removed during the roof replacement process, existing pipe unions are installed in the line to facilitate its temporary removal.

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

SPECIFICATIONS

Administration Building Roof Replacement Project – Tuttle Creek Lake

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

1. GENERAL:

1.1 Project Description and Location

Description of work: The Tuttle Creek Lake project office needs a roof replacement. The existing roof is a 20 plus year old EPDM roof. The Contractor must perform the removal of the roof system, along with the original chimney. Roof must be replaced with a complete EPDM (ethylene propylene diene terpolymer) sloped roofing system. In addition, new guttering and downspouts will replace the existing. The Contractor shall provide all required equipment, labor, supervision, and material. Project is broken into a Base CLIN and a single Optional CLIN. Optional CLIN may or may not be exercised as part of the Contract.

1.2 Project Location: The work is located at the United States Army Corps of Engineers (USACE) Project Office at Tuttle Creek Lake.

1.3 Location: Tuttle Creek Lake Project

U.S. Army Corps of Engineers 5020 Tuttle Creek Blvd.

Manhattan, Kansas 66502

1.4 Points of Contact: Wyatt Cooper

Wyatt.m.cooper@usace.army.mil 816-389-3170

Brian McNulty Brian.a.mcnulty@usace.army.mil 816-389-3166

1.5 Work Hours

The standard workday is 7:00 am to 4:00pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of Contracting Officer’s Representative (COR).

1.6 Plans and Documentation

1.6.1 Contractor Daily Written and Photographic Documentation

Contractor shall submit daily logs of work conducted to the COR. Contractor may use own form for documentation or forms can be provided at the contractor’s request. Photos of all phases of the project are required and shall be submitted to COR in jpeg formatting upon job completion. Each photo shall have a time date stamp. It is recommended that daily logs are submitted daily.

The following information must be included:

Date Equipment Used Total hours worked that Day Contractor Name Precipitation Controversial Matters

Weather description Methods Used Miscellaneous Remarks Air temperature Work completed that Day Size of crew Problems Encountered

1.6.2 Insurance Requirements

The Contractor shall maintain the required insurance coverage throughout the duration of project.

1.6.3 Payment and Invoices

Shall be submitted upon completion of the work. Each line item on an invoice shall give a description including the Contract Line Item Number (CLIN). Upon receipt, the COR will certify that the requested amounts are appropriate before payment will be made. Invoices shall include all necessary information, including any necessary supporting documentation required as part of this Scope of Work. All invoices shall reflect the contract number, (Block 2 of the SF-1442).

1.6.4 Contractor Exposure Hours

The Contractor shall track the number of man hours to perform the contract requirements. The total number of man hours per day shall be submitted to the Government monthly or with the invoice.

Submission of this report is required prior to processing a pay request.

1.6.5 Red Lined Drawings

1.6.5.1 Shall include the identification of the work completed by the Contractor and shall be on one set of Contract Drawings provided to the Contractor at the onset of the project.

1.6.5.2 Drawings shall be kept on the project site, include all necessary information as outlined in the Scope of Work, be updated as the work progresses and shall be clearly legible. All markings shall be either red or green. Red lines shall denote deletions and green lines shall denote additions. Any variations from the awarded drawings shall be noted on the red line drawings.

1.6.5.3 Upon completion of the project prior to final payment being made all redline drawings shall be converted to reflect variations from the contract document and shall be submitted in .pdf form. USACE will supply a .pdf template for final pdf submittals. If new drawings are required, the Contractor shall submit the CADD file in AutoCAD format as well as pdf.

1.6.5.4 The final drawing package shall be the same format as the awarded drawings. Within the final drawing package table of contents shall be updated to reflect additions of sheet numbers. Any new sheets shall be sequential to current sheets, if sheet number changes are required coordinate with the COR. Drawing submittal shall be labeled as as-built and have the Prime Contractor’s company logo placed on the individual sheets. Label shall not cover up any information contained on the sheets.

1.7 Site Visit/Project Photos

Contractors are encouraged to attend the scheduled site visit on the solicitation prior to submitting a bid on this contract.

1.8 Occupancy of Premise

Before work is started, it is the contractor’s responsibility to arrange with COR a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, stairways and/or driveways.

1.9 Submittal Definitions

The Contractor is responsible for the requirements of this contract and is encouraged to review the document in detail and to provide inquiries to the Government as necessary prior to preparing a quot.

1.9.1 Construction Process Plan

Construction Process Plan shall include all the following:

1.9.1.1 A description which clearly indicates the areas of work and processes that are to be completed to accomplish each activity. The Construction Process Plan shall be formatted in a work breakdown structure (WBS) format. Examples might include processes for demolition, excavation, backfill, building erection and concrete placement, etc.

1.9.1.2 The construction process plan shall be submitted and approved by the COR prior to physical work being started.

1.9.2 Quality Control Plan (QCP)

The Contractor shall develop and maintain an effective quality control plan to ensure services are performed in accordance with specifications. Contractor shall develop and implement procedures to identify, prevent, and ensure nonrecurrence of defective services. The Contractor’s quality control plan is the means by which the contractor assures work complies with the requirements of the contract. The QCP shall be submitted within 30 calendar days after the contract has been awarded. Work shall not occur until the QCP has been accepted by the COR. After acceptance of the quality control plan the Contractor shall receive the COR’s acceptance in writing of any proposed change to his QCP.

Workmanship shall be of the highest grade in accordance with the best modern practices to conform to the specifications for the work being performed. The Contractor shall be responsible for quality control to ensure all components and workmanship meet requirements of this contract. Representatives of USACE reserves the right to inspect and witness the work, verify quality of workmanship and products used at any time, whether the work is performed in the field or at the Contractor’s shop.

Submit a detailed Contractor Quality Control (CQC) Plan that fully represents and conforms to the requirements of these specifications. At a minimum the CQC is to include the following:

1.9.2.1 Defined responsibilities of personnel that ensure the quality requirements for this contract are met. All responsibilities such as Superintendent, Site Safety and Health Officer (SSHO), and Quality Control Manager (QCM) shall be assigned to specific personnel and an alternate, if the primary is not on-site. All duties shall be performed by the prime Contractor. Individual(s) who will be onsite during construction operations and who will have the authority to act for the Contractor to include the authority to stop work which is not in compliance with the contract.

1.9.2.2 Role definitions

It is the decision of the Contractor on whether the following roles are the duties of a single individual or are assigned to multiple individuals. The Superintendent/ QCM/ SSHO shall meet the minimum requirements as stated in the EM385-1-1. Duties shall include, but are not limited to, maintaining project status and communication with Government personnel, weekly progress reports including a weekly look ahead report. Coordination with the COR is critical for outages and equipment delivery. All personnel on site are required to have a photo ID on their persons.

The Government reserves the right to remove or reject personnel who do not meet qualifications or security requirements.

a. Superintendent is to direct the day-to-day operations on the construction site and control the short-term schedule as well as subcontractor coordination responsibilities.

b. Site Safety and Health Officer (SSHO) oversees inspecting site conditions to determine if hazards are present and has the authority to establish procedures and policies to overcome those hazardous situations.

c. Quality Control Manager (QCM) is responsible for managing and performing the daily QC responsibilities of the project to ensure the project is constructed in accordance with the established minimum standards. If minimal standards are not being met the QCM has the authority to implement changes to achieve those standards.

1.9.2.3 Submit a clearly defined proposed procedures for quality control, product sampling and testing as part of the plan.

1.9.2.4 Proposed methods for product performance controls, including method and frequency of product sampling and testing both in raw material form and cured product form. All costs associated with the testing laboratory work for quality assurance and quality control, as well as rework required to meet project requirements, shall be paid for by the contractor. No separate payment will be made for this work. It will be considered incidental to the work in which the material is utilized.

1.9.2.5 A scheduled performance and product test result review with the COR at a regularly scheduled progress meeting.

1.9.2.6 Inspection Forms and guidelines for quality control inspections in accordance with the standards specified in this Contract and submitted with the QCP.

1.9.2.7 Outline specific repair or replacement procedures for potential defects that occur within the installed system, following repair or replacement procedures that are compatible with the system being used. Submit Repair or Replacement Procedures must adhere to the product manufacturer's written specifications for repair or replacement.

1.9.2.8 Key personnel phone numbers including e-mails and all other staff shall be included within the QCP.

1.9.3 Contractor Experience and Qualifications

A statement letter of the Contractor’s experience on company letterhead.

The lead personnel including the project manager and the foreman shall each have a minimum of three (3) years of experience with construction proposed and must have demonstrated competency and experience to perform within the specifications contained in this contract. The name and experience of each lead individual performing work on this contract shall be submitted with the Contractor Qualifications.

1.9.4 Project Schedule

Prior to any work being completed the Contractor shall submit a project schedule for approval. The project schedule shall contain a chronological order of activities that progresses to project completion. Each activity shall have a duration with a proposed start and end date as well as a cost associated with each individual activity.

1.9.4.1 Schedule Shall Contain the Following

Submission of Preconstruction Submittals (Insurance, AHA, APP, QC Plan) Submission of any Preconstruction Technical submittals of products furnished by the Contractor Mobilization/Demobilization Work Break Down Structure (WBS) for all work to be completed Walk through and inspection prior to final acceptance Final acceptance of work Final As-Built Drawings reflecting installed conditions and work performed.

1.9.5 Warranty Management Plan

Develop a warranty management plan which contains information relevant to FAR 52.246-21 Warranty of Construction. At least 14 days before the planned pre-final walkthrough inspection, submit one set of the warranty management plan. Include within the warranty management plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan narrative must contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesmen, or of engineering background, not necessarily familiar with this contract.

Assemble information electronically using .pdf format and contained in one single submittal package. Once assembled, turn over to the Government upon acceptance of the work. The construction warranty period must begin on the date of project acceptance and continue for the full product warranty period. Conduct a joint 1-year warranty inspection, measured from time of acceptance, with the Contractor and the COR. The warranty management plan must include, but is not limited to, the following:

a. Roles and responsibilities of personnel associated with the warranty process, including points of contact and telephone numbers within the organizations of the Contractors, subcontractors, manufacturers or suppliers involved.

b. For each warranty, the name, address, telephone number, and e-mail of each of the guarantor's representatives nearest to the project location.

c. A list and status of delivery of Certificates of Warranty for extended warranty items such as roofs. The term "status" must include due date and whether item has been submitted or was accomplished.

d. As-Built Record of Equipment and Materials list for each warranted equipment, item, feature of construction or system indicating:

(1) Name of item.

(2) Model and serial numbers.

(3) Location where installed.

(4) Name and phone numbers of manufacturers or suppliers.

(5) Names, addresses and telephone numbers of sources of repair materials.

(6) Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have warranties longer than one year must be indicated with separate warranty expiration dates.

(7) Cross-reference to warranty certificates as applicable.

(8) Starting point and duration of warranty period.

(9) Summary of maintenance procedures required to continue the warranty in force.

(10) Cross-reference to specific pertinent Operation and Maintenance manuals.

(11) Organization, names and phone numbers of persons to call for warranty service.

1.9.5.1 In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

1.9.5.2 Following oral or written notification of required warranty repair work, respond in a timely manner.

Written verification will follow oral instructions. Failure to respond will be cause for the Contracting Officer to proceed against the Contractor.

1.9.5.3 At a minimum, furnish the roof membrane manufacturer's 20 year no dollar limit roof system materials and installation workmanship warranty, including flashing, insulation, and accessories necessary for a watertight roof system construction. Write the warranty directly to the Government and commence at time of Government's acceptance of the roof work.

1.9.6 Accident Prevention Plan

Contractor shall prepare a site-specific Accident Prevention Plan (APP). Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written.

1.9.7 Activity Hazard Analysis

An Activity Hazard Analysis must be provided prior to the start of any physical activity. The Activity Hazard Analysis must address all foreseeable safety concerns including and not limited too; electrical safety, safety zone protection, fall protection, fire safety, personal protective equipment, signage/protective fencing, and hazardous material handling.

1.9.8 Delivery, Storage and Handling

1.9.8.1 Delivery

Deliver materials in their original, unopened containers or wrappings with labels intact and legible. Were materials are covered by a referenced specification number, the labels must bear the specification number, type, class, and shelf-life expiration date where applicable. Deliver materials in sufficient quantity to allow continuity of work.

Inspect materials delivered to site for damage, store with minimum of handling.

1.9.8.2 Storage

Store materials on site in enclosures or under protective coverings. Do not store materials directly on the ground. Do not use polyethylene as a covering. Materials shall be stored off the ground in a manner affording easy accessibility and not causing excessive handling. Store solvents, solvent compounds, lubricants, elastomeric gaskets, and any similar materials in accordance with the manufacturer's recommendation and discard those materials if the storage period exceeds the recommended shelf life.

Discard solvents in use when the recommended pot life is exceeded.

1.9.8.3 Handling

Handle materials in such manner as to ensure installation in a sound undamaged condition.

1.9.9 Demolition/Deconstruction Plan

Prepare a Demolition Plan and submit proposed salvage, demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services (if applicable), a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Salvage of the limestone façade of the chimney during demolition shall be palletized and will be turned over to and retained by the government.

1.9.10 Qualification of Applicator

Roofing system applicator must be approved, authorized, or licensed in writing by the roof membrane manufacturer and must have a minimum of 3 years’ experience as an approved, authorized, or licensed applicator with that manufacturer and be approved at a level capable of providing the specified warranty.

1.9.11 Wind Load Calculations

Provide a complete roof system assembly that is rated and installed to resist wind loads calculated in accordance with ASCE 7-16 and validated by uplift resistance testing in accordance with Factory Mutual (FM) test procedures.

Do not install non-rated systems except as approved by the COR. Submit licensed engineer's wind uplift calculations and substantiating data to validate any non-rated roof system. Base wind uplift measurements based on a design wind speed of 104 mph in accordance with ASCE 7-16.

1.9.12 Waste Management Plan

Submit Construction Waste Management Plan within 15 days after notice to proceed. Revise and resubmit Construction Waste Management Plan until it receives final approval from the COR, in order for construction to begin. Manage demolition debris/waste materials in accordance with the approved construction waste management plan.

An approved construction waste management plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. Ensure all subcontractors receive a copy of the approved Construction Waste Management Plan. Include the following in the plan:

a. Identify the names of individuals responsible for waste management and waste management tracking, along with roles and responsibilities on the project.

b. Actions that will be taken to reduce solid waste generation, including coordination with subcontractors to ensure awareness and participation.

c. Name of landfill and/or incinerator to be used.

d. Description of the means of transportation of the recyclable materials (whether materials will be site- separated and self-hauled to designated centers, or whether mixed materials will be collected by a waste hauler and removed from the site).

e. Identify any local jurisdiction requirements for waste management. Include those requirements, points of contact, etc.

1.10 Submittals

The Contractor shall provide to the Government submittals identified within this contract. Submittals that are identified for approval are to ensure Contract compliance and will require approval prior to proceeding. Submittals shall be communicated via email to the contacts listed in paragraph 1.4. Once submittals are received, the government has 10 working days for review and acceptance. All submittals except for post construction and QC testing are required prior to construction commencing.

All submittals shall have an accompanying ENG form 4025. Each ENG form 4025 shall be sequentially numbered in accordance with the instructions on the form. The Government will respond to the Contractor’s submittals via email. The Government’s approval of submittals shall not be construed as a complete check of the contract requirements. Government approval will be an indication of a satisfactory submittal of the general method of compliance with the requirements of the contract. Government approval will not relieve the Contractor of the responsibility for contract compliance.

Government disapproved submittals shall be resubmitted by the Contractor addressing corrections and contract compliance. At the discretion of the Government, the Contractor may be directed by the Government to proceed with work in advance the submittals; however, the Contractor shall practice due diligence and continuity with the submittal process. At a minimum, the following submittals shall be submitted for approval:

1.10.1 Preconstruction Submittals

1.10.1.1 Construction Process Plan

1.10.1.2 Material, Delivery, Storage and Placement Plan

1.10.1.3 Disposal of Materials Plan

1.10.1.4 Quality Control Plan

1.10.1.5 Daily Log Format

1.10.1.6 Project Schedule

1.10.1.7 Activity Hazard Analysis

1.10.1.8 Accident Prevention Plan

1.10.1.9 Insurance

1.10.1.10 Site Security during Construction

1.10.1.11 Waste Management Plan

1.10.1.12 Demolition Plan

1.10.2 Shop Drawings

1.10.2.1 Installation and Detail Drawings

1.10.2.2 Roof Plan Drawing with slopes

1.10.2.3 Boundaries of Enhanced Permitter

1.10.2.4 Corner Attachments of Roof System Components

1.10.2.5 Location of Perimeter Half-Sheets

1.10.2.6 Spacing of Perimeter, Corner, and Infield Fasteners

1.10.3 Design Calculations

1.10.3.1 ASCE 7-16 Wind Load Calculations for the Roof System

1.10.4 Material

1.10.4.1 EPDM Sheet

1.10.4.2 Seam Tape

1.10.4.3 Bonding Adhesive

1.10.4.4 Lap Splice Adhesive

1.10.4.5 Water Cutoff Mastic/Water Block

1.10.4.6 Lap Cleaner, Lap Sealant, and Edge Treatment

1.10.4.7 Flashings

1.10.4.8 Flashing Accessories

1.10.4.9 Flashing Tape

1.10.4.10 Fasteners and Plates

1.10.4.11 Tapered Roof Insulation

1.10.4.12 Metal Decking

1.10.4.13 Permanent Fall Protection Anchor System

1.10.4.14 Gutters

1.10.4.15 Downspouts

1.10.5 Certificates

1.10.5.1 Contractor’s Qualifications

1.10.5.2 Superintendent’s Qualification

1.10.5.3 Manufacturer’s Installation Manual

1.10.5.4 Manufacturer Certified Installer Certificate for contractor performing the work.

1.10.5.5 Pre-Installation Inspection Request

1.10.5.6 Post-Installation Inspection Request

1.10.5.7 Material Safety Data Sheets for Materials

1.10.5.8 Engineer’s Calculations

1.10.5.9 Design for Roof Attachment for Permanent Anchor Points

1.10.6 Closeout Submittals

1.10.6.1 Daily Reports along with Daily Photographic Documentation

1.10.6.2 Contractor Exposure Hours

1.10.6.3 Red Lined As-Built Drawings

1.10.6.4 Warranty Management Plan and Warranty Information

1.10.6.5 Disposal of Waste Documentation

1.10.6.6 Information Card

1.10.6.7 Instructions to Government Personnel

1.10.6.8 Maintenance/Repair Material Lists

1.10.6.9 Material Safety Data Sheets for maintenance/repair materials.

1.10.7 All submittals (one copy of each) shall be sent electronically or hard copy to the following: Primary Contact: Alternate Contact:

U.S. Army Corps of Engineers US Army Corps of Engineers Tuttle Creek Lake Tuttle Creek Lake Attn: Wyatt Cooper Attn: Brain McNulty wyatt.m.cooper@usace.army.mil brian.a.mcnulty@usace.army.mil Office: 816-389-3170 Office: Office: 816-389-3166

1.11 Period of Performance

All work must be completed within the Period of Performance specified in clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

1.12 Measurements and Quantities

The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

1.13 Permits

The Contractor shall be responsible for working with USACE in obtaining any required permits.

1.13.1 Hot Work Permit

The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract.

1.14 Safety Requirements

1.14.1 Protection from Hazards

During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations.

1.14.2 Traffic Control

Work is located within a public use area and the contractor should take precautions to limit the general public from entering the proximity of the construction location. Contractor shall provide all temporary signs, markers, and personnel as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices (MUTCD).

A. When a street must be closed to traffic because of the location of the access point, submit a detailed Traffic Control Plan to the COR at least 10 working days in advance. Meet the requirements of the local agency having jurisdiction over traffic control.

B. Provide labor, signs, barricades, cones, arrow boards, flaggers and any additional equipment necessary to complete the work.

1.14.3 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385- 1-1 (2024)

EM 385-1-1 and its changes are available at http://www.usace.army.mil (at the HQ homepage, select Safety and Occupational Health). Select the appropriate manual. The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

2024 Version:

https://www.usace.army.mil/Missions/Safety-and-Occupational-Health/Safety-and-Health-Requirements-Manual/

1.14.4 Utilities Clearance

The Contractor is responsible to coordinate with Kansas 811 at least 72 hours prior to any excavation for underground service locations or any coordination with their service.

1.15 Special Requirements

1.15.1 The Contractor shall provide a set of red line drawings for the completed installation of all newly installed features. Final Red-line drawings shall be provided within 30 days after final acceptance of the work included in this solicitation. Electronic compiled drawings shall be submitted in pdf format. If the Contractor does not have a USACE template, USACE will provide at the Contractor’s request.

1.15.2 Do not begin demolition or deconstruction until authorization is received from the COR. Remove rubbish and debris from the project site daily and do not allow accumulations inside or outside the of the work area. Store materials that cannot be removed daily in areas specified by the COR. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Chapter 17, Demolition, and other applicable Sections.

1.15.3 Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

Provide new supports and reinforcement for existing construction weakened by demolition, or removal work.

1.15.4 Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide protective measures to control accumulation and migration of dust and dirt in all work areas.

Remove snow, dust, dirt, and debris from work areas daily.

1.15.6 Protect trees within the project site which might be damaged during demolition, and which are indicated to be left in place. At the discretion of the COR, erect and secure fence a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the COR.

1.15.7 Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to the start of work, utilities serving the individual area of removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.15.8 Protect electrical and mechanical services and utilities. Where removal of existing is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.15.9 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area or section will be allowed to remain without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.15.10 Existing Conditions

Before beginning any demolition, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the COR showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of possible conflicting electrical conduits and plumbing lines. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results to the COR.

1.16 Security

1.16.1 In unoccupied facilities, the Contractor shall be responsible for the security of the facility, i.e., all exterior doors and windows shall be closed and locked, entry gates shall be closed and locked, etc.

1.16.2 The Contractor shall not be on site without prior notification to the Corps of Engineers COR at least 72 hours in advance.

1.16.3 Contractor personnel shall have valid civilian ID's and Contractor vehicles shall have a valid registration.

1.17 Antiterrorism /Operation Security Requirements

1.17.1 General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.17.2 Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

1.17.3 Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements.

Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/ eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

1.18 Applicable Publications

The publications referenced herein shall be the most recent at the time of solicitation. If a discrepancy is noted, it should be brought to the attention of the COR immediately for clarification.

1.19 Worksite Housekeeping

1.19.1 The Contractor shall remove all trash and disposal material from the worksite before the end of each day.

The Contractor shall take all possible precautions to maintain the work site, always in a condition that will prevent damage or injury to person or property, Government or otherwise. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance. Do not allow scrap/waste materials to accumulate on-site; transport immediately from the government property and legally dispose of them at the end of each working day. The contractor will not be permitted to sell salvaged material on Government property. No persons other than the Contractors or sub-contractor’s employees shall be allowed to remove salvage from the site.

1.19.2 Schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, and property occupants. Excavated material shall become the responsibility of the Contractor and shall be hauled off and disposed of in accordance with Federal and State Regulations, unless directed by the COR to dispose at location on government property.

1.19.3 Contractor is not to use the general public “on-site dumpsters,” for disposal of waste materials. The site shall be left the same as or in better condition than found prior to construction. The site shall be clean, free of any construction related materials and trash, upon completion of the work.

1.19.4 If any items are allowed to be stockpiled per the Operations Project Manager or COR, such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles at a specified location and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

1.20 Responsibility for Damage

1.20.1 Damage to Personal Property

The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors' personnel, subcontractors, his agents, or by the performance of his work.

1.20.2 Damage by Negligence

1.20.2.1 The Contractor's attention is directed to the fact that the work to be performed is in areas used by the public. It shall be the responsibility of the Contractor to provide the controls necessary to prevent any interference by the public to his operations. The Contractor shall take all necessary and reasonable precautions to secure the area against vandalism and to ensure the safety and well-being of the public until final acceptance by the Government.

1.20.2.2 Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials. All structures, including roadways, shall be carefully protected from damage by equipment or the impact of stones or blocks.

Any damaged turf, sidewalks, roads, vegetation, site amenities, etc., shall be replaced or repaired by the Contractor prior to final Contract closeout at the Contractor’s expense.

1.21 Material Disposal

1.21.1 All other wastes generated during Contractor operations shall be disposed of by the Contractor at his/her expense. Dispose of materials in accordance with contract documents.

1.21.2 Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

1.21.3 Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the COR and the Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the CORs Representative.

1.22 Utilities

The Contractor is responsible for providing utilities for their employees. This shall include but not limited to electric, water, and restrooms.

1.23 Pre-Construction Meeting

Prior to commencement of any work being performed on site, the contractor shall participate in a pre- construction meeting with the CORs Representative and other pertinent government officials. During the pre-construction meeting discuss the QC program required by this contract. The purpose of this meeting is to develop a mutual understanding of the QC details, including documentation, administration for on- site and off-site work, and the coordination of the Contractor's management, production, and the QC personnel.

At the meeting, the Contractor will be required to explain how three phases of control will be implemented for each Definable Feature of Work (DFOW). Contractor's personnel required to attend shall include the QC Manager, project manager, and superintendent. Minutes of the meeting will be prepared by the COR and signed by both the Contractor and the COR. A copy of the signed minutes shall be distributed to all attendees. Repeat the coordination and mutual understanding meeting when a new QC Manager is appointed.

1.24 Temporary Fencing

1.24.1 All areas of construction or areas that would affect the security of the facility shall be fenced with polyethylene plastic safety fence, orange color, 48" high, and 4" maximum mesh openings. Fencing shall be secured to steel posts on the side away from the excavation unless otherwise approved in advance by the Project Manager and

COR.

1.24.2 The bottom of the fence shall generally follow the contour of the ground. Maximum spacing of the steel posts shall be ten feet.

1.25 Post Award Conference/Periodic Progress Meetings

The Contractor agrees to attend any post award conference convened by USACE in accordance with Federal Acquisition Regulation Subpart 42.5. The Contracting Officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the Contractor to review the Contractor's performance. At these meetings the Contracting Officer will apprise the Contractor of how the government views the Contractor's performance and the Contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.25.1 QC Meetings

After the start of construction, the QC Manager shall conduct QC meetings once every two weeks at the work site with the superintendent responsible for the ongoing and upcoming work. The QC Manager shall prepare the minutes of the meeting and provide a copy to the COR within two working days after the meeting. As a minimum, the following shall be accomplished at each meeting:

a. Review the schedule and the status of work and rework;

b. Review the work to be accomplished in the next two weeks and documentation required;

c. Resolve QC and production problems (RFIs, etc.);

d. Address items that may require revising the QC plan; and

1.26 Three Phases of Control

The three phases of control shall adequately cover both on-site and off-site work and shall include the following for each Definable Feature of Work, (DFOW).

1.26.1 Preparatory Phase

Notify the COR at least two workdays in advance of each preparatory phase. All submittals pertaining to the DFOW shall be submitted and approved prior to scheduling the Preparatory Meeting. Conduct the preparatory phase meeting with the superintendent and foreman (if different) responsible for the definable feature of work.

Document the results of the preparatory phase actions in the daily CQC Report and in the QC checklist. Perform the following prior to beginning work on each definable feature of work:

a. Review each paragraph of the applicable specification sections;

b. Review the contract drawings;

c. Verify that appropriate shop drawings and submittals for materials and equipment have been submitted and approved. Verify receipt of approved factory test results, when required;

d. Review the testing plan and ensure that provisions have been made to provide the required QC testing;

e. Examine the work area to ensure that the required preliminary work has been completed;

f. Examine the required materials, equipment, hand sample work to ensure that they are on hand and conform to the approved shop drawings and submitted data;

g. Review the APP and appropriate Activity Hazard Analysis (AHA) to ensure that applicable safety requirements are met, and that required Safety Data Sheets (SDS) are submitted; and

h. Discuss specific controls used and the construction methods and the approach that will be used to provide quality construction by planning ahead and identifying potential problems for each DFOW.

1.26.2 Initial Phase

Notify the COR at least two workdays in advance of each DFOW’s initial phase completion. Conduct the Initial Phase with the superintendent or foreman (if different) responsible for that DFOW. The initial phase review shall be scheduled once a representative sample of the DFOW is complete and ready for inspection.