B.08.03 22 B 1032 Amd 02.pdf

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Maintenance Building Repairs at Glasgow Project Office
Solicitation number
W912DQ23R1003
Issued by

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This is a solicitation for a firm-fixed-price contract to perform maintenance building repairs at the Glasgow Project Office for the Department of the Army Corps of Engineers Engineering District Kansas City. The work includes structural repairs, installation of a new roof coating, skylights, windows, overhead doors, electrical service, distribution panels, and entry doors. The contractor will provide all equipment, labor, supervision, and materials to complete the project. This is a 100% Total Small Business Set-Aside that will result in a single award. The NAICS code is 236220 with a size standard of $39.5 million. The response date is January 4, 2023.

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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

The purpose of this amendment is to update the PWS and extend the due date to 4 January 2023.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 38

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

16C. DATE SIGNED

BY 13-Dec-2022

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 W912DQ23R1003

X 9B. DATED (SEE ITEM 11)

10-Nov-2022

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 X is extended, 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

13-Dec-2022

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C +

601 E 12TH ST RM 647

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:

W912DQ23R1003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 27-Dec-2022 02:00 PM to 04-Jan-2023 02:00 PM.

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been added by full text:

STATEMENT OF WORK

SECTION 01 12 00

Maintenance Building Roof Repair, Glasgow, Missouri – Glasgow Project Office

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

Revision 01

Deletions in the PWS will be red and have a strike through, and additions will be in green.

1. GENERAL:

1.1 Existing: The Glasgow Project Maintenance Building requires repair to the building’s walls, roof, insulation, and electrical system.

1.2 Project Description and Location

1.2.1 Description of work: This work will include structure repairs, installation of an elastomeric roof coating, skylights panels, electrical service, distribution panel, windows, overhead doors, and entry doors. The Contractor shall provide all equipment, labor, supervision, and material necessary to complete the project.

1.2.2 Project Location: The work is located at the United States Army Corps of Engineers (USACE) maintenance facility at the Glasgow Project Office.

1.3 Location:

Glasgow Project Office U.S. Army Corps of Engineers 401 Water Street, Glasgow, MO 65254

1.4 Points of Contact:

James Campbell Kevin Pugh james.d.campbell@usace.army.mil kevin.w.pugh@usace.army.milmailto:john.p.pasa@usace.army.mil 816-389-3680 816-389-3811

1.5 Work Hours

The standard workday is 7:00 am to 5:00 pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of Contracting Officer Representative (COR) or Operations Project Manager. Any request for variation from these hours shall be coordinated with the COR at a minimum of 48 hours in advance.

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 their 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 an agreed upon 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:

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 with the invoice.

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 is 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.

1.7 Site Visit/Project Photos

Interested parties are strongly encouraged to visit the site prior to preparing and submitting their bid. Contractors are encouraged to attend the scheduled site visit on the solicitation prior to submitting a offer 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 and/or stairways.

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 submittal.

1.9.1 Construction Process Plan

Construction Plan shall include all the following:

1.9.1.1 A plan which clearly indicates the areas of work and description of the work to be completed. This shall be completed in a work breakdown structure format. Examples might include processes for demolition, building repairs, roof coating, paint removal, doors and window replacement.

1.9.1.2 The construction process plan shall be submitted and approval prior to 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 this SOW. Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The Contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract. The QCP shall be submitted within 30 days after the contract has been awarded. After acceptance of the quality control plan the Contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC system.

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. 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 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 and have demonstrated competency 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 cost loaded 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.

1.9.5 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.

1.9.6 Activity Hazard Analysis

An Activity Hazard Analysis must be provided prior to any construction 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.

1.9.7 Demolition Plan

Prepare a Demolition Plan and submit proposed demolition, and removal procedures for approval before work is started. Include in the plan procedures for removal and disposition of materials. 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 COR.

1.9.7.1 Waste Diversion and Recycling Plan:

Existing Metal panels, electrical equipment, doors, and windows shall be salvaged and recycled as scrap metal.

Provide a salvage plan, listing materials to be salvaged, and their storage location. Store and protect salvaged materials and equipment until disposition.

1.9.8 Qualification of Installer

Roofing system applicator must be approved, authorized, or licensed in writing by the roof coating 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.

1.9.9 Operation and Maintenance Data

Submit operations and maintenance data directly to the Government for the following items:

1.9.9.1 Safety precautions and hazards

1.9.9.2 Preventive maintenance plan, schedule, and procedures

1.9.9.3 Maintenance and repair procedures

1.9.9.4 Manufacturer's instructions

1.9.9.5 Parts identification

1.9.9.6 Testing equipment and special tool information

1.9.9.7 Manufacturer Warranty information

1.9.9.8 Testing and performance data

1.9.10 Work Schedule

Schedule: Before the start of work, the Contractor shall coordinate for approval a schedule that includes the following as a minimum:

1.9.10.1 Mobilization

1.9.10.2 Submission of Preconstruction Submittals (Insurance, AHA, APP, QC Plan)

1.9.10.3 Submission of any Preconstruction Technical submittals of products furnished by the

Contractor.

1.9.10.4 Schedule with the Cost for each Activity.

1.9.10.5 Walk through and inspection prior to final acceptance

1.9.10.6 Electrical testing results provided for each circuit.

1.9.10.7 Final acceptance of work

1.10 Submittals

The Contractor shall provide to the Government the submittals identified within this contract and submittals that are identified as necessary to ensure performance compliance. Once submittals are received the government has 10 working days for review and acceptance. All submittals except for post construction are required prior to construction commencing.

The Government will respond to the Contractor’s submittals with email, fax, or postal mail per the Contractor’s requested preference to the Government. 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. Each submittal shall be attached to a USACE provided form 4025 and emailed to the primary contact contained in Section 1.4. One copy of each submittal shall be provided as follows:

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 Lead Based Paint Management Plan

1.10.1.10 Insurance

1.10.1.11 Schedule

1.10.1.11 Pre-Project Certification of Blood/Lead Levels

1.10.1.12 Manufacturer Certified Installer Certificate

1.10.1.13 Waste Diversion and Recycling Plan

1.10.1.14 Occupant Protection Plan

1.10.1.15 Occupational and Environmental Assessment Data Report

1.10.2 Shop Drawings

1.10.2.1 Detail Drawings – Electrical System Distribution

1.10.3 Material Submittals

1.10.3.1 Roof Coating System: primer, basecoat, topcoat with color chart

1.10.3.2 Sheet Metal Panel Specifications

1.10.3.3 Fiberglass Panel Specifications

1.10.3.4 Insulation Specifications

1.10.3.5 Meter Socket Specifications

1.10.3.6 Disconnect Specifications

1.10.3.7 Distribution Panel Specifications

1.10.3.8 Conductors Specifications

1.10.3.9 Dusk to Dawn Light Specifications

1.10.3.10 Fastener Specifications

1.10.3.11 Flashing, Accessories, and Caulking Specifications

1.10.3.12 Sheet Metal Recycled Content

1.10.3.13 Sheet Metal Panel Profile

1.10.3.14 Sheet Metal Colors

1.10.3.15 Door Specifications (overhead)

1.10.3.16 Door Hardware Specifications

1.10.3.17 Framing Material Specifications

1.10.3.18 Window Specifications

1.10.3.19 Latex Paint Specifications

1.10.3.20 Door and Frame Specifications (entry)

1.10.4 Certificates

1.10.4.1 Contractor’s Qualifications

1.10.4.2 Superintendent’s Qualification

1.10.4.3 Sheet Metal Manufacture’s Qualification

1.10.4.4 Manufacturer’s Installation Manual

1.10.4.5 Coating System Manufactures Certification for application over metal roofing

1.10.4.6 Thickness Gauge Certification

1.10.4.7 Waste Disposal Facility Certification

1.10.5 Design Data

1.10.5.1 Roof Coating System Manufacturer’s Descriptive and Technical Literature

1.10.6 Closeout Submittals

1.10.6.1 Daily Reports

1.10.6.2 Contractor Exposure Hours

1.10.6.3 Photographic Documentation

1.10.6.4 Warranty Information

1.10.6.5 Post Project Certification of Blood/Lead Levels

1.10.6.6 Waste Manifests

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

Primary Contact:

U.S. Army Corps of Engineers U.S. Army Corps of Engineers Missouri River Area Office Missouri River Area Office Attn: James Campbell Attn: Kevin Pugh 790 East HWY 224, Napoleon, MO 790 East HWY 224, Napoleon, MO Phone: (816-389-3680 Phone: (816-389-3811 Fax: (816) 389-2199 Fax: (816) 389-2199 Email: james.d.campbelll@usace.army.mil kevin.w.pugh@usace.army.mil

1.11 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.

1.12 Permits

The Contractor shall be responsible for obtaining any required permit.

1.12.1 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.

1.13 Safety Requirements

1.13.1 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.

1.13.2 Traffic Control

Work is located within an unsecured 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.

1.13.3 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM

385-1-1 (2014)

EM 385-1-1 and its changes are available at http://www.hq.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.

2014 Version:

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

1.13.4 Utilities Clearance

At least 72 hours prior to any excavation Missouri 811 or 1-800 292-8989, shall be contacted for utilities clearances.

1.14 Special Requirements

1.14.1. The paint on the building contains lead, therefore acceptable methods must be used to contain and remove the waste that is generated from chemically removing the surfaces prior to painting. The waste generated during the project that contains lead, shall be handled, stored, and disposed of by the contractor in accordance with all applicable federal, state, and local laws. The contractor will pay all disposal fees.

1.14.2 The contractor shall notify the contracting officer of his installation schedule at least 2 weeks prior to beginning the work.

1.14.3 The following is to be submitted to the Contracting Officer 1 work week prior to beginning work:

Before and after “Certification of Blood/Lead Levels”- by Contractor for all workers on this project before start of work and again within 10 days after project completion.

A complete list of materials and ingredients proposed for use in this project and their purpose.

Evidence of compliance with applicable State and Local regulations for Lead Paint Abatement and Removal.

Certificates from licensed landfills as evidence for legal disposal of lead paint pollutants and contaminated debris.

1.14.4 Personal Sampling

Sampling of airborne lead concentrations within the breathing zone of an employee to determine the 8-hour time weighted average concentration in accordance with 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR 1926.1127. Samples must be representative of the employees' work tasks. Breathing zone must be considered an area within a hemisphere, forward of the shoulders, with a radius of 6 to 9 inches and centered at the nose or mouth of an employee.

1.14.5 Protection of Existing Areas To Remain

Project work including, but not limited to a lead hazard abatement work, storage, transportation, and disposal must be performed without damaging or contaminating adjacent work and areas. Where such work or areas are damaged or contaminated, restore work and areas to the original condition.

1.14.6 Medical Examinations

Submit pre-project blood lead levels and post-project blood lead levels for all workers performing lead activities during the execution of the work. Initial medical surveillance as required by 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR

1926.1127 must be made available to all employees exposed to lead at any time (one day) above the action level. Full medical surveillance must be made available to all employees on an annual basis who are or may be exposed to lead in excess of the action level for more than 30 days a year or as required by 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR

1926.1127. Adequate records must show that employees meet the medical surveillance requirements of 29 CFR 1926.33, 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR 1926.1127 and 29 CFR 1926.103. Provide medical surveillance to all personnel exposed to lead, cadmium, chromium as indicated in 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR

1926.1127. Maintain complete and accurate medical records of employees for the duration of employment plus 30 years.

1.14.7 Training

Train each employee performing work that disturbs lead who performs LBP/MCL/PWL disposal, and air sampling operations prior to the time of initial job assignment and annually thereafter, in accordance with 29 CFR 1926.21, 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR 1926.1127, 40 CFR 745, state and local regulations where appropriate.

1.14.7.1 Respiratory Protection Program

a. Provide each employee required to wear a respirator a respirator fit test at the time of initial fitting and at least annually thereafter as required by 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR 1926.1127.

b. Establish and implement a respiratory protection program as required by 29 CFR 1926.103, 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR 1926.1127 and 29 CFR 1926.55.

1.14.7.2 Hazard Communication Program

Establish and implement a Hazard Communication Program as required by 29 CFR 1926.59.

1.14.8 Licenses, Permits and Notifications

Certify and submit in writing to the state's environmental protection agency responsible for lead hazard abatement activities and the COR at least 10 days prior to the commencement of work that licenses, permits and notifications have been obtained. All associated fees or costs incurred in obtaining the licenses, permits and notifications are included in the contract price.

1.14.9 Occupant Protection Plan

The Contractor must develop and implement an Occupant Protection Plan describing the measures and management procedures to be taken during lead, cadmium and chromium hazard abatement activities to protect the building occupants/building facilities and the outside environment from exposure to any lead, cadmium and chromium contamination while lead, cadmium and chromium hazard abatement activities are performed.

1.14.10 Occupational and Environmental Assessment Data Report

If initial monitoring is necessary, submit occupational and environmental sampling results to the COR within three working days of collection, signed by the testing laboratory employee performing the analysis, the employee that performed the sampling, and the competent person as defined by the EM 385-1-1.

a. The initial monitoring must represent each job classification, or if working conditions are similar to previous jobs by the same employer, provide previously collected exposure data that can be used to estimate worker exposures per 29 CFR 1926.62,29 CFR 1926.1126, 29 CFR 1926.1127. The data must represent the worker's regular daily exposure to lead, cadmium, chromium for stated work.

b. Submit worker exposure data gathered during the task based trigger operations of 29 CFR 1926.62, 29 CFR 1926.1126, 29 CFR 1926.1127 with a complete process description. This includes manual demolition, manual scraping, manual sanding, heat gun, power tool cleaning, rivet busting, cleanup of dry expendable abrasives, abrasive blast enclosure removal, abrasive blasting, welding, cutting and torch burning where lead, cadmium and chromium containing coatings are present.

c. The initial assessment must determine the requirement for further monitoring and the need to fully implement the control and protective requirements including the lead, cadmium, chromium compliance plan per 29 CFR 1926.62, 29

CFR 1926.1126, 29 CFR 1926.1127.

1.15 Security:

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

1.15.2 The Contractor shall not be on site without prior notification to the Corps of Engineers COR or otherwise designated person(s).

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

1.16 Antiterrorism/Operation Security Requirements

1.16.1 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.

1.16.2 Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC- III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

1.16.3 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..

1.16.4 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.

1.16.5 Per the E-Verify Website the following exemptions apply:

Employers whose contracts are exempt from the E-Verify federal contractor rule are not required to enroll in E- Verify. A contract is considered exempt if any one of the following applies: (1) It is for fewer than 120 days. (2) It is valued at less than the simplified acquisition threshold (Source: https://www.e-verify.gov/employers/federal-contractors/exemptions-and-exceptions).

1.17 Applicable Publications

The publications referenced herein shall be the most recent at the time of solicitation.

1.18 Worksite Housekeeping

1.18.1 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-contractors’ employees shall be allowed to remove salvage from the site.

1.18.2 Schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, and property occupants. Excavated material will become the responsibility of the Contractor and shall be hauled off and disposed of in accordance with Federal and State Regulations. After the completion of the work, the parking area shall be restored back to its existing condition and all areas brought to a uniform level of the adjoining grade.

1.18.3 Contractor is not to use the on-site dumpsters to dispose of waste materials. The site shall be left the same or in better condition prior to construction. The site shall be clean, free of any construction related materials and trash, upon completion of the work.

1.18.4 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).

1.19 Responsibility for Damage

1.19.1 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.

1.19.2 Damage by Negligence

1.19.2.1 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.

1.19.2.2 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.

1.20 Disposal of Materials

All demolition materials for this project shall become property of the Contractor.

1.20.1 All other wastes generated during Contractor operations shall be disposed of by the Contractor at his/her expense.

1.20.2 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. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. 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.

1.20.3 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 Compliance 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 Administrative Contracting Officer (ACO).

1.20.4 Unified Facilities Guide Specifications (UFGS) 01572, “Construction and Demolition Waste Management,” indicates the Government policy is to “use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling and reuse.” The Contractor shall make all attempts to divert waste material from landfills in coordination of this guidance.

1.21 Utilities

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

1.22 Pre-Construction Meeting

Prior to commencement of any work being performed, the contractor shall participate in a pre-construction meeting with the CORs and other pertinent government officials. Pre-construction meeting shall occur within 10 calendars days of contract award.

1.23 Quality Control

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.

1.24 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 Additional Requirements

1.25.1 Environmental Requirements

1.25.1.1 The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract. The Contractor shall comply with all applicable environmental Federal, State, and local laws and regulations. The Contractor shall be responsible for any delays resulting from failure to comply with environmental laws and regulations. During construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements for environmental compliance.

1.25.1.2 If any cultural and/or human remains are inadvertently uncovered during construction, the work is to be halted until appropriate project and district personnel are notified and the remains are evaluated for National Register of Historic Places (NRHP) significance.

1.25.1.3 No clearing of trees will occur between 1 April and 31 October.

1.25.2 Environmental Protection

Prior to the delivery of any material to the site, and before the start of any onsite construction activities, the Contractor and the Government Representative shall make a joint site survey. This survey will include a review of work constraints and resources specifically identified as environmental features requiring protection along with the condition of trees, shrubs, and grassed areas immediately adjacent to the site of work and access route(s), as applicable. The Contractor shall protect those environmental features included in this survey and any indicated on the drawings, regardless of interference which their preservation may cause to the Contractor's work under the contract. The Contractor will review the requirements in this Section and any notes from the joint site survey with each worker prior to them beginning work at the site.

1.25.3 Environmental Assessment of Scope of Work Deviations

Any deviations, requested by the Contractor, from the drawings, plans and specifications, which may have an environmental impact, will be subject to approval by the COR and may require an extended review, processing, and approval time. The COR reserves the right to disapprove alternate methods, even if they are more cost effective, if the COR determines that the proposed alternate method will have an adverse environmental impact.

1.25.4 Water Resources

The Contractor shall monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. All water areas affected by construction activities shall be monitored by the Contractor. For construction activities immediately adjacent to impaired surface waters, the Contractor shall be capable of quantifying sediment or pollutant loading to that surface water when required by State or Federally issued Clean Water Act permits.

1.25.5 Sound Intrusions

The Contractor shall keep construction activities under surveillance and control to minimize environment damage by noise. All equipment to have factory installed muffler system and comply with standard equipment decibel ratings.

1.25.6 Fuel and Lubricants

Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spill and evaporation. Fuel, lubricants, and oil shall be managed and stored in accordance with all Federal, State, Regional, and local laws, and regulations. Used lubricants and used oil to be discarded shall be stored in marked corrosion-resistant containers and recycled or disposed in accordance with 40 CFR 279, State, and local laws, and regulations.

1.25.7 Previously Used Equipment

The Contractor shall clean all previously used construction equipment prior to bringing it onto the project site. The Contractor shall ensure that the equipment is free from soil residuals, egg deposits from plant pests, noxious weeds, and plant seeds. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements.

1.26 Delivery, Storage and Handling

1.26.1 Delivery

Deliver materials in their original, unopened containers or wrappings with labels intact and legible. Where 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.

1.26.2 Storage

Store and protect materials from damage and weather in accordance with manufacturer's printed instructions, except as specified otherwise. Keep materials clean and dry. Store and maintain adhesives, sealants, primers and other liquid materials above 60 degrees F. Utilize insulated hot boxes or other enclosed warming devices in cold weather.

Mark and remove damaged materials from the site. Use pallets to support and canvas tarpaulins to completely cover materials stored outdoors. Do not use polyethylene as a covering. Locate materials temporarily stored on the roof in approved areas and distribute the load to stay within the live load limits of the roof construction. Remove unused materials from the roof at the end of each days work.

1.26.3 Handling

Prevent damage to edges and ends of roll materials. Do not install damaged materials in the work. Select and operate material handling equipment so as not to damage materials or applied roofing. Do not use materials contaminated by exposure or moisture. Remove contaminated materials from the site. Adhesives may contain petroleum distillates and may be extremely flammable; prevent personnel from breathing vapors, and do not use near sparks or open flame.

1.27 Conformance and Compatibility

Provide the entire roofing and flashing system in accordance with specified and indicated requirements. Work not specifically addressed and any deviation from specified requirements must be in general accordance with recommendations of the National Roofing Contractors Association (NRCA) roofing manual as well as, membrane manufacturer’s published recommendations and details, and compatible with surrounding components and construction. Submit any deviation from specified or indicated requirements to the Contracting Officer for approval prior to installation.

1.28 Warranty

Provide roof system material and workmanship warranties meeting specified requirements. Provide revision or amendment to standard membrane manufacturer warranty as required to comply with the specified requirements.

1.28.1 Roof

1.28.1.1 Manufacture Warranty

The Contractor shall furnish the roof coating manufacturer's 15-year no dollar limit roof system materials and installation workmanship warranty, including flashing, insulation, components, trim, and accessories necessary for a watertight roof system construction. Make warranty directly to the Government, commencing at time of Government's acceptance of the roof work. The warranty must state that:

a. If within the warranty period, the roof coating system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, displaces, corrodes, perforates, separates at the seams, or shows evidence of excessive weathering due to defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the roof system and correction of defective workmanship is the responsibility of the metal roof panel manufacturer. All costs associated with the repair or replacement work are the responsibility of the metal roof panel manufacturer.

b. If the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others does not void the warranty. The contractor shall supply a warranty card to the COR at the completion of the project.

1.28.1.2 Installer Warranty

The Contractor shall provide a roof system installer warranty for a period of not less than 2 years, as installed, is free from defects in installation workmanship, to include the roof coating…

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