Attachment 0017- Sample Design Bid Build Task Order SOW.pdf

Directorate of Public Works Detroit Arsenal

Design-Bid-Build Technical Specifications Statement of Work

Project Title Work Order Number XXXXXXXXXX

U.S. Army Garrison - Detroit Arsenal Directorate of Public Works Warren, MI

Day Month Year Final Document

Page i

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 02 00.15 48 PROJECT DESCRIPTION AND CONSTRUCTION REQUIREMENTS

01 03 00.00 48 CONSTRUCTION SUBMISSION REQUIREMENTS

APPENDICES

Appendix A1 Project Specific Environmental Protection Requirements

Appendix A2 Standard Environmental Protection Requirements

Appendix A3 Other Standard Environmental Protection Requirements.

Appendix B – Technical Guide for I3A, 2010

Appendix C DPW Drawing Guidelines

Appendix D Contract Data Requirements List (CDRL)

Appendix E Division 01 UFGS Edited

Appendix F – Asbestos Survey

Appendix G – Construction Impact Notification

Appendix H – Hazmart User’s Handbook

Appendix I – CADD Drawings – on CD

Appendix J – Detroit Arsenal Installation Design Guide (IDG)

Appendix K –Section C

Appendix L – Historical Documents

Appendix M -Energy Policy

Appendix N - Future Parking Lot Striping

Appendix O - Site Engineering and Surveying Design Guide

Appendix P - Supplemental UFGS Specifications- Unedited

Appendix Q - Building Automation System Standard Requirements

SECTION 01 02 00.15 48 – Page 1

SECTION 01 02 00.15 48

PROJECT DESCRIPTION AND CONSTRUCTION REQUIREMENTS

04/13

PART 1 PROJECT OBJECTIVES

1.1 PROJECT DESCRIPTION

This project will require construction services involving repair and minor construction to perform the [geotechnical, civil, architectural, structural, heating, ventilating, and air conditioning (HVAC), plumbing, electrical, communications, and fire protection] work as described in this Statement of Work (SOW) and Drawings.

[The scope of work for this project is to build required modifications to convert the existing building to a tactical equipment maintenance facility.]

[Electronic MicroStation V8 XM computer-aided design and drafting (CADD) files, which may include the existing building floor plans and utility plans, may be provided by the Detroit Arsenal (DTA) Directorate of Public Works (DPW) on compact disc (CD) as part of this SOW for Contractor reference. Additional files for the Contractor’s reference may also be provided on this CD. The Contractor shall field verify all files and drawings provided by the Detroit Arsenal DPW for accuracy prior to cost proposal submission.]

[The renovation of this existing historic building shall be compliant with the building’s designation as a National Historic Landmark and shall be coordinated with the Michigan State Historical Preservation Office (SHPO) and the Detroit Arsenal Directorate of Public Works Environmental Division.

All construction in this facility shall be evaluated and cleared by the SHPO. Any required exterior modifications must be made “in kind” (including windows) or original only shall be used, unless reviewed and approved by SHPO. Any modifications proposed for original finishes must be approved by SHPO prior to the start of work. All contact and coordination with SHPO shall be made by the Detroit Arsenal Directorate of Public Works.]

The Contractor shall provide extended parts and labor warranties on all equipment, products, and items, including roofs, HVAC equipment, pumps, motors, transformers, fire protection and fire alarm equipment, lightning protection equipment, and all other equipment as specified in the Unified Facilities Guide Specifications (UFGS). In addition to submitting warranty information when specified in the Unified Facility Guide Specifications, all product warranty information shall also be provided at the time product data information is submitted to the Government for review. Parts and labor warranties shall be provided for the maximum number of years specified in the Unified Facilities Guide Specifications for all products.

[Room numbers physically located in the facility may deviate from the room numbers specified in the drawings. Contractor shall refer to room numbers specified in the appendix where discrepancies exist.]

All work shall comply with the requirements contained in this Statement of Work (SOW). The design and technical criteria contained and cited in this SOW, the Detroit Arsenal Installation Design Guide (IDG), the Department of Defense (DoD) Unified Facilities Criteria (UFC), and the Unified Facilities

SECTION 01 02 00.15 48 – Page 2

Guide Specifications (UFGS) establish minimum standards for construction quality. The Contractor shall adhere to the requirements included in the Detroit Arsenal (DTA) IDG. The Contractor shall adhere to the International Building Code (IBC), published by the International Code Council, as specifically referenced by the UFC. The Contractor shall comply with the latest editions of all codes, standards, regulations, and requirements as of the date of issuance of this SOW. If there is a conflict between requirements in this SOW and the UFGS then the requirements of this SOW shall take precedence and shall be adhered to.

1.1.1 Options

[The contract also includes the following options:

[Option Number 1 – Obtain all required county and state permits for land disturbance including soil disturbance. During execution of this project, there will be a combined total of one (1) acre or more of soil disturbed across the Detroit Arsenal installation, including soil disturbed as part of this project and multiple other projects, therefore permits will be required.]

[Option Number 2 – The Contractor shall provide construction of general storage space for 2,650 square feet of floor area with interior clear height of 24 feet.]

[Option Number 3 – The Contractor shall provide construction of landscaping other than the required sod and seeding for grass areas.]]

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The Contractor shall be required to:

a. commence work under this contract within the time allotted under the Statement of Work (SOW),

b. complete all construction to be ready for use not later than [150] calendar days after date of receipt of notice to proceed. The time stated for completion shall include final inspection punch list item completion and Government acceptance, final cleanup, and completion of all requirements to authorize beneficial occupancy.

c. complete the entire work not later than [180] calendar days after date of receipt of notice to proceed. The time stated for completion shall include as-built drawings, operation and maintenance manuals, operational tests, reports, equipment lists, training, instructions, and all other required project closeout documents.

LIQUIDATED DAMAGES – Liquidated damages applies to this contract. Refer to clause LIQUIDATED DAMAGES – CONSTRUCTION (FAR clause 52.211-12) of this contract.

1.3 APPLICABLE CRITERIA

Applicable design and construction criteria are specifically indicated in Department of Defense (DoD) Unified Facilities Criteria (UFC) and the Unified Facilities Guide Specifications (UFGS). Criteria shall be taken

SECTION 01 02 00.15 48 – Page 3 from the most current references as of the date of issue of the SOW, unless noted otherwise. Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract shall be as described in other sections of the SOW.

1.4 ENERGY STANDARD COMPLIANCE

The building shall comply with the provisions of the Energy Policy Act (EPAct) 2005, in addition to American Society of Heating, Refrigerating and Air-Condition Engineers (ASHRAE) Standard 90.1 - Energy Standard for Buildings.

1.5 ACCESSIBILITY REQUIREMENTS

The facility shall be fully accessible to physically disabled persons and shall conform to the Architectural Barriers Act (ABA) Standard for Department of Defense (DoD) Facilities.

1.6 FORCE PROTECTION & ANTI-TERRORISM CONSIDERATIONS

Project shall comply with the UFC 4-010-01, Department of Defense Minimum Antiterrorism Standards for Buildings.

Mass notification systems shall be installed and in accordance with UFC 4- 021-01, Mass Notification Systems.

Electronic security shall be provided in accordance with UFGS DIVISION 28 -

ELECTRONIC SAFETY AND SECURITY.

Project design and construction shall be in accordance with the latest edition of Army Regulation (AR) 380-5, Department of the Army Information Security Program. All SIPRNET rooms shall be provided in accordance with the latest edition of Technical Guide for the Integration of the Secret Internet Protocol Router Network (SIPRNET).

Project design and construction for all secure rooms and secure facilities shall be in accordance with the latest edition of Army Regulation (AR) 380- 5, Department of the Army Information Security Program and Joint Air Force – Army – Navy (JAFAN) Manual 6/9. Provide third party testing in accordance with ASTM E336. Verify in writing that installed products perform no less than five (5) Field Sound Transmission Class (FSTC) or Noise Isolation Class (NIC) rating points below the specified laboratory Sound Transmission Class (STC) rating. Examine, adjust, and retest any installation not meeting that criteria until compliance is obtained in accordance with UFGS requirements.

All alarm security work on Top Secret and Secrete SIPRNET rooms, Top Secret and Secret VTC rooms, Top Secret and Secret Open Storage Areas, and all other rooms requiring alarm security work shall be fully compatible with the existing base alarm system. The existing base alarm system is ICIDS-IV/DAQ.

ICIDS-IV/DAQ manufacturer and manufacturer certified vendors shall be used.

The Contractor shall contact DAQ Electronics, LLC for a complete list of manufacturer certified vendors.

Sensitive Compartmented Information Facilities (SCIF) shall be provided in accordance with ICD/ICS 705, Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities (SCIF).

Interior walls around the perimeter of the room shall be of permanent

SECTION 01 02 00.15 48 – Page 4 drywall with the perimeter walls, floors, and ceilings permanently constructed and attached to each other. Construction shall be done to provide visual evidence of unauthorized penetration. Perimeter walls, doors, floors, and ceilings shall be constructed from the concrete floor to the roof deck and shall provide STC of 45 or better to preclude inadvertent disclosure of conversation. All vents, ducts, and similar openings in excess of 96 square inches that enter or pass through the SCIF construction shall be protected with commercial metal duct sound baffles that meet the STC 45 rating. The baffles or wave forms shall be metal, permanently installed, and shall be no more than 6 inches apart in one dimension. A deviation of 1/2-inch in vertical or horizontal spacing is permissible.

The Contractor shall allow access to secure rooms for inspection during construction. The Contractor shall notify the Contracting Officer’s Representative (COR) at least 48 hours prior to the start of construction in secure rooms so the COR may schedule inspections. Inspection by the COR will be as frequent as deemed necessary by the COR for visual inspection of the secure space during construction and to certify the secure space meets the requirements of Army Regulation (AR) 380-5, Department of the Army Information Security Program.

1.7 HAZARDOUS MATERIALS ABATEMENT

[Asbestos abatement is required during demolition. Lead-based paint is present in the building and shall be considered for workers during demolition.

The Designer of Record shall edit UFGS Specification Section 02 82 13.00 10, ASBESTOS ABATEMENT for abatement of asbestos and UFGS Specification Section 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD for worker safety in removing materials coated with lead-based paint.

All asbestos insulation that is removed shall be replaced with non-asbestos insulation material in accordance with UFC and UFGS insulation specifications.

The Contractor shall adhere to the third party neutral consultant final clearance requirements stated in the “ASBESTOS” paragraph of the contract.

The Contractor shall maintain floor material warranties when abatement measures are taken on existing floors.

Hazardous materials abatement shall be performed in accordance with Appendix A1, Project Specific Environmental Protection Requirements, Appendix A2, Standard Environmental Protection Requirements and Appendix A3, Other Standard Environmental Protection Requirements.]

1.7.1 Asbestos Survey

[Available asbestos survey information is included in the appendices for use in preparing proposals. The Contractor shall remove all asbestos identified in the asbestos report throughout the entire project area as part of this project except for the following items if they are not affected by this project; caulking that is not affected by this project, asbestos below a raised access floor that is not affected by this project, and asbestos that is obstructed by furniture that is not affected by this project. The Contractor’s cost proposal shall include the removal of all asbestos which

SECTION 01 02 00.15 48 – Page 5 is identified as “Assumed” asbestos indicated in the asbestos report and the removal of all known asbestos indicated in the asbestos report except for the exceptions listed above. Asbestos shall be removed and disposed of in accordance with Federal, state, and installation requirements. The asbestos waste shall be disposed of via HAZMART.]

1.8 PERMITS

The Contractor shall be responsible for preparing, filing, and paying for any fees required to obtain all necessary permits for the construction of this project.

Permits shall be prepared and filed in accordance with Appendix A, Standard Environmental Protection Requirements and Appendix B, Other Standard Environmental Protection Requirements.

1.9 FINAL CLEANING

Clean the premises in accordance with FAR clause 52.236-12 and additional requirements stated here. Remove stains, foreign substances, and temporary labels from surfaces. [Vacuum carpets and soft surfaces. Clean equipment and fixtures to a sanitary condition. Clean or replace filters of operating equipment if cleaning is not possible or practicable. Remove debris from roofs, drainage systems, gutters, and downspouts. Sweep paved areas and rake clean landscaped areas.] Remove waste, surplus materials, and rubbish from the site. Remove all temporary structures, barricades, project signs, fences, and construction facilities.

1.10 FURNITURE RECONFIGURATION, REMOVAL, AND COORDINATION

[The Contractor shall remove all furniture identified for demolition from the work area. The Contractor shall disconnect electrical power and communications to the furniture and perform all required work for furniture demolition and removal. The Contractor shall coordinate with the Contracting Officer’s Representative (COR) and DTA Directorate of Logistics (DOL) on all furniture items which are scheduled to be turned over to DTA for reuse. All other furniture shall be disposed of in conformance with the recycling requirements of the environmental specifications.

All new furniture, reconfigured furniture, or reused furniture will be provided separately from this contract. The Contractor shall coordinate with the Furniture Contractor through the COR. The Contractor shall provide power wiring, local area network (LAN) wiring, and telephone wiring to the new workstations in conformance with UFGS specifications and this SOW.

All furniture which will be temporarily or permanently relocated as part of this project shall be relocated by the Contractor. The Contractor shall disconnect electrical power and communications to the furniture and perform all required work for furniture relocation and reinstallation.]

1.11 COORDINATION

The Contractor shall coordinate, through the COR, with the proposed tenant for the placement, installation, finish selections, of tenant furnished material and equipment. The Contractor shall coordinate with other contractors to prevent interference with their work and to allow them access to the work areas.

SECTION 01 02 00.15 48 – Page 6

[The project area will remain occupied by the tenant during construction.] If it becomes necessary to interrupt work activities in buildings and/or areas for construction purposes, permission to do so must be requested in writing to the Contracting Officer fourteen (14) calendar days prior to commencing work and shall be subject to COR approval. Written requests for street closing shall be submitted for approval by the COR fourteen (14) calendar days prior to closing the street.

Work in connection with this contract which requires utility outages (electrical, water, gas, steam,…) which will close down or limit (as determined by the Contracting Officer) normal activities in the building, construction area, or other affected areas, shall be performed by the Contractor at a time other than regular working hours of the organization occupying the facility. Work in connection with this contract which requires road closures shall be performed by the Contractor at a time other than regular working hours. Work required by the Contractor on non-standard basis or at premium pay shall be done at no additional cost to the Government. Request for utility outages and road closures shall be submitted to the COR, in writing, fourteen (14) calendar days prior to commencing work and shall be subject to COR approval.

Obtain DPW approval of interruption by submitting the Construction Impact Notification Form in accordance with the contract.

The Contractor shall coordinate work efforts with all affected utility companies. This includes initial contact to each utility company and coordination prior to and during construction.

[Snow fencing shall be provided in outdoor work areas for pedestrian protection.]

1.12 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area, and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

All Contractor staging areas and storage areas shall be limited to areas within five (5) feet of the project area boundaries.

The Contractor shall comply with UFGS Specification Section 01 50 00, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.13 NOTIFICATION PRIOR TO EXCAVATION

The Contractor shall notify the COR a minimum of 14 calendar days prior to the planned excavation to allow processing. The Contractor shall submit the excavation permit, and obtain approval prior to excavation. The Contractor shall follow the DTA excavation permit process. A copy of the current excavation permit process can be obtained from the COR upon request. The

SECTION 01 02 00.15 48 – Page 7

Government will provide courtesy utility identification of known existing underground utilities in the work area. The marked location of the existing utilities is approximate and is a courtesy. Excavation by power driven equipment is not permitted within three (3) feet of either side of the marked utility. Hand excavate each side of the indicated obstruction and continue until uncovered or clearance for the new grade is assured.

The Contractor shall field verify the location of the existing installation utilities in the contract work areas. The Contractor shall hire a proficient subcontractor to locate utilities within excavation, boring, or tunneling area.

For locations of underground facilities, obtain digging permits prior to start of excavation by contacting the Contracting Officer’s Representative 14 calendar days in advance. Follow the procedures specified in the contract to obtain excavation permits.

Report damage to underground utilities or subsurface construction immediately to the Contracting Officer’s Representative, the DTA Base Operations Contractor, and the DTA Fire Department. Damage to marked or unmarked utilities shall be satisfactorily repaired or replaced by the Contractor at no additional cost to the Government. Repair is defined as permanent, code compliant measures as approved by the Contracting Officer’s Representative.

Excavation that interrupts traffic, parking, or pedestrian circulation requires notification to the DPW by contacting the Contracting Officer at least fourteen (14) calendar days in advance. Obtain DPW approval of interruption by submitting the Construction Impact Notification Form. For procedures to obtain the Construction Impact Notification Form follow the procedures specified in the contract.

1.14 EXCAVATION PERMIT

1.14.1. The contractor is required to secure an excavating permit before proceeding with any exterior on-site excavating or digging. The U.S. Army Garrison - Detroit Arsenal and Selfridge permit must be signed and a site inspection will be conducted (pre-dig meeting) prior to approval. A copy of the current excavation permit and excavation permit process can be obtained from the COR upon request. The DTA permit must be signed by the DPW, Chief of Engineering Services Division. The contractor must make provisions to accommodate delays that may arise due to the permit acquisition process. The USAG-DTA DPW, Chief of Engineering Services Division must have 14 calendar days notice from the contractor prior to permit being approved.

1.14.2. The contractor shall comply with Public Act 53 effective April 1 1975 as amended on December 21, 1989 by House Bill No. 5085. The contractor shall notify MISS DIG and the utility owners three full working days (excluding Saturdays, Sundays, and holidays) before any excavation, tunneling, drilling, boring, or demolition work begins. The contractor shall notify and call MISS DIG at 1-800- 482-7171, and coordinate his work accordingly. .

1.14.3. The contractor shall comply with all requirements and conditions of the USAG-DTA excavation permit. The contractor is responsible for locating all utilities. The contractor shall field verify the location of the existing installation utilities in the contract work areas. The contractor shall hire a proficient subcontractor to locate the above utilities within excavation, SECTION 01 02 00.15 48 – Page 8 boring, tunneling area. Suggested methods include the "Underground Radar Penetration" and exploratory trenches and pits to determine underground utility locations.

1.14.4. Facility Base Operations personnel may field locate utilities for the contractor, but this is done only as a courtesy utility identification. The contractor shall be responsible for protecting utility identification.

1.15 COMMERCIALLY OWNED/OPERATED RADIATION EMITTING SOURCES / EQUIPMENT /

DEVICES USED ON GOVERNMENT PROPERTY

1.15.1. When using radiation sources/equipment/devices for soil compaction tests or stress/support studies for detection of structural/weld defects in structural framing, pressurized pipe, vessels, etc., the operator shall comply with the following requirements:

a. Prior to bringing the radiation generator on to the U.S. Army Garrison locations, the contractor shall provide the Contracting Officer with the following information/documentation, as a submittal at least 30 calendar days before the starting date of the permit, for review and approval, and issuance of an Army Radiation Permit by the TACOM LCMC Safety Office:

1. A letter applying for an Army Radiation Permit with

Supporting Documentation.

2. A copy of the Nuclear Regulatory Commission (NRC) License, that permits use or storage of radioactive sources/equipment/devices at Army Installations. If an Agreement State License is provided, then documentation must be provided to show the license is valid on Federal Property. This includes NRC Form 241, Report of Proposed Activities in Non- Agreement States, with the NRC in accordance with 10 CFR 150.

If exempt from NRC licensing or under general licensing, proof of exemption or general licensing must be provided. For NARM and machine produced radiation, the contractor must provide appropriate state authorization that allows the contractor to use the radiation emitting sources/equipment/devices. The licensing must show operational use conditions/restrictions with expiration date.

3. The documentation must specify the start and stop dates for the Army Radiation Permit and describe what purposes the applicant needs the Army Radiation Permit (Proposed Work Statement).

4. A current list of trained and qualified employees that will be using the radiation emitting sources/equipment/devices and their training.

5. The name of the contractor Radiation Safety Officer (RSO) and emergency contact telephone number.

6. Operating instruction(s)/technical order(s) for the equipment that contains the radioactive source. Indication of whether the sources/equipment/devices are to be stored on-site overnight and how it is to be stored. How the sources/equipment/devices will be stored during lunch hour and breaks.

7. Designated storage location of the radioactive source if it remains overnight.

8. Proposed marking of the storage location if it exceeds 2mR/hr as

SECTION 01 02 00.15 48 – Page 9 measured at the surface of the storage container.

9. A copy of the company Radiation Safety Program.

10. Emergency Response Plan in case of an emergency for a lost or damaged source/equipment/device and/or over exposure incident/injury.

11. Provide the portion of their contract that identifies the location(s) of where the source will be used, for how long, and for what type use.

12. Current leak tests on radiation sources/equipment/devices.

b. The COR will obtain approval from the proper office having jurisdiction (TACOM Safety Office). After approval is received for use of the specific radiation generator, the contractor shall:

1. Meet proper Department of Transportation (DOT) and NRC shipping criteria to include properly filled out shipping manifest(s), container marking/labels, and placards on the vehicle as needed when transporting the source/equipment/device onto and around base/installation. The documents shall also allow the removal of the source/equipment/device from the base/installation. The source and the activity shall dictate which DOT and NRC regulations and CFR's are applicable. These include, 10 CFR for the permit and operation; 29 CFR for occupational safety and health activities when using the instrument/equipment/device, 40 CFR for environmental protection activities, 49 CFR for transporting the instrument, and 10 CFR if the source is lost or stolen.

2. Limit authorized use of radioluminesent signs and markers to areas with low occupancy and where electrical power is not available except at prohibitive cost.

c. The contractor shall not:

1. Buy radioactive materials or accept radioactive materials into the Army inventory without approval from the TACOM LCMC Safety Office.

2. Buy or use radium without TACOM LCMC Safety Office approval.

3. Buy radioluminesent signs and markers only upon approval of the TACOM LCMC Safety Office.

d. Non-ionizing radiation (laser equipment). The contractor shall provide documentation committing to and supporting the below:

1. Only qualified and trained employees shall be assigned to install, adjust, and operate laser equipment.

2. Proof of qualification of the laser equipment operator shall be available and shall be in possession of the operator at all times.

3. Employees, when working in areas in which a potential exposure to direct or reflected laser light greater than 0.005 watts (5 milliwatts) exists, shall be provided with the following anti-laser eye protection devices:

(A). Employees whose occupation or assignment requires exposure to laser beams shall be furnished suitable laser safety goggles which will protect for the specific

SECTION 01 02 00.15 48 – Page 10 wavelength of the laser and be of optical density (O.D.)

adequate for the energy involved. Table E-3 lists the maximum power or energy density for which adequate protection is afforded by glasses of optical densities from five to eight.

TABLE E-3

SELECTING LASER SAFETY GLASS

Intensity, Attenuation CW Maximum Power Density (watts/cm2)

Attenuation Optical Density

(O.D.)

Attenuation

Factor 10-2 5 105 10-1 6 106

1.0 7 107

10.0 8 108

Output levels falling between lines in this table shall require the higher optical density.

(B) All protective goggles shall bear a label identifying the following data:

(i) Laser wavelengths for which use is intended.

(ii) Optical density of those wavelengths.

(iii) Visible light transmission.

4. Areas in which lasers are used shall be posted with standard laser warning placards.

5. Beam shutters or caps shall be utilized, or the laser shall be turned off, when laser transmission is not actually required. When the laser is left unattended for a substantial period of time, such as during lunch hour, overnight, or at change of shifts, the laser shall be turned off.

6. Only mechanical or electronic means shall be used as a detector for guiding the internal alignment of the laser.

7. The laser beam shall not be directed at employees.

8. When it is raining or snowing, or when there is dust or fog in the air, the operation of laser systems shall be prohibited where practicable. In any event, employees shall be kept out of range of the area of source and target during such weather conditions.

9. Laser equipment shall bear a label to indicate maximum output.

10. Employees shall not be exposed to light intensities above any of the following:

(A). Direct staring: 1 micro-watt per square centimeter.

(B). Incidental observing: 1 milliwatt per square centimeter.

(C). Diffused reflected light: 2 1/2 watts per square centimeter.

11. Laser unit in operation shall be set up above the heads of the employees, when possible.

12. Employees shall not be exposed to microwave power densities in excess of ten milliwatts per square centimeter.

e. The Installation/Base RSO or his representative reserves the right to inspect work sites and terminate/suspend any operation involving a radiation emitting source deemed to be unsafe IAW

SECTION 01 02 00.15 48 – Page 11 applicable laws, rules, and Federal regulations.

f. Disposal of radiation emitting sources/equipment/devices by contractors on Army property is prohibited.

PART 2 ADDITIONAL REQUIREMENTS

2.1 ENVIRONMENTAL PROTECTION COMPLIANCE

Environmental protection shall be in accordance with Appendix A, Standard Environmental Protection Requirements and Appendix B, Other Standard Environmental Protection Requirements.

2.1.2 Construction and Demolition (C & D) Waste Disposal

Construction and Demolition (C & D: Waste Disposal of solid waste, including construction and demolition (C&D) debris is the responsibility of the contractor. The Waste Management Plan shall be developed by the contractor and shall outline how all C&D materials generated will be handled for disposal and recycling. Section 01 74 19 paragraph 1.6 of the Unified Facilities Guide Specifications outlines the requirements of the Waste Management Plan.

The contractor shall recycle sixty percent (60%) of all C&D waste generated from the project. Cost effectiveness will need to be considered to meet these requirements. Documents must be submitted to the COR support the finding if it is not cost effective to recycle this material. The documentation must be approved by the COR prior to being waived.

The contractor shall make an effort to deliver Non-Regulated Solid Waste materials to a commercial recycler and provide USAG - DTA with a summary of weights of materials recycled.

By the 15th of each month following transportation and disposal of the all non-regulated solid waste, the contractor shall provide the following information to the COR:

a) The weight and type of all solid waste material recycled. Quantities may be measured by weight or by volume, but must be consistent throughout.

b) The name and location of the landfill, recycling facility or waste processor receiving the waste or a description of the recycling disposition. Submit manifests, weight tickets, receipts, and invoices specifically identifying the project and waste material.

c) Provide explanations for any waste not recycled or reused.

d) Where the contract allows the contractor to use the installations dumpsters and custodial services, they will not have to submit information for material disposed using the facilities services.

e) Quantity of waste generated in cubic yards or tons.

f) Quantity of waste diverted through sale, reuse, or recycling in cubic yards or tons.

g) Quantity of waste disposed by landfill or incineration in cubic yards or tons.

Refer to CDRL A013 for further details.

2.2 SAFETY

2.2.1 Technical Requirements

The Contractor shall adhere to the current installation safety requirements, MIOSHA safety requirements, OSHA safety requirements, the safety requirements included in UFGS Specification Section 01 35 26 GOVERNMENT

SECTION 01 02 00.15 48 – Page 12

SAFETY REQUIREMENTS, and the United States Army Corps of Engineer’s codes and standards.

The Contractor shall provide preparation and submittal of a site specific Accident Prevention Plan and/or a Health and Safety Plan. The Contractor safety plan shall comply with Michigan OSHA requirements and the latest edition of U.S. Army Corps of Engineers Manual EM-385-1-1. The safety plan shall establish a comprehensive training program which consists of engineering, education, training, and enforcement of safety standards and shall comply with regulatory directives regarding accident prevention and control and safety education and promotion. The Contractor shall construct dust barrier partitions as required to separate construction areas from occupied areas. Exits shall be clear of equipment, materials, and debris.

Construction partitions shall be provided in accordance with EM-385-1-1.

The Contractor shall comply with all safety requirements in the UFGS specifications sections below:

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBS

AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS

(PCBS)

31 21 13 RADON MITIGATION

2.3 COST ENGINEERING INSTRUCTIONS

The information required for the Schedule of Values shall be provided within 30 calendar days of notice to proceed, and shall be prepare and deliver to the COR for approval prior to monthly progress payment application. The Contractor shall provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category. The Contractor Schedule of Values shall be based on the Awarded Cost Engineering Estimate. Refer to APPENDIX D, CDRL A014 for more information.

PART 3 NOT USED

-- End of Section --

SECTION 01 03 00.00 48 - Page 1

SECTION 01 03 00.00 48

CONSTRUCTION SUBMISSION REQUIREMENTS

02/06/2020

PART 1 GENERAL

1.1 REFERENCES

1.1.1 The Construction Specifications Institute (CSI)

CSI MasterFormat (latest edition) Master List of Section Titles and Numbers

1.2.1 U.S. National CAD Standard

(a) The A/E/C CAD Standard (compliant with the U.S. National CAD Standard) can be found at:

https://cadbim.usace.army.mil/CAD

1.2.2 Web Sites

In addition to the web sites listed in this section, other Statement of Work (SOW) Sections may list web sites where criteria references used in this solicitation package may be found.

(a) UNIFIED FACILITIES CRITERIA (UFC), TECHNICAL MANUALS (TM), TECHNICAL

INSTRUCTIONS (TI), AIR FORCE MANUALS (AFM), ENGINEERING TECHNICAL LETTERS

(ETL), ARMY ARCHITECTURAL AND ENGINEERING DESIGN CRITERIA (AEI), SUSTAINABLE

DESIGN DOCUMENTS, AND MILITARY HANDBOOKS (MIL HNDBK) can be obtained from the following internet addresses:

http://www.hnd.usace.army.mil/techinfo/engpubs.htm.

http://www.wbdg.org/

Additional web sites are as follows:

(1) TECHNICAL MANUALS, ETL's, ETC.:

www.usace.army.mil/inet/usace-docs

Click on "Information", then the desired publication.

(2) AIR FORCE DESIGN CRITERIA:

http://afpubs.hq.af.mil

(3) UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

http://www.wbdg.org/ccb/browse_org.php?o=70

Guide specification numbers and titles referenced in the solicitation may vary from the actual specification numbers and titles available at the website listed above.

SECTION 01 03 00.00 48 - Page 2

SpecsIntact software may be downloaded at the following Internet address:

http://si.ksc.nasa.gov/SpecsIntact/software/software.htm

SI Version 4.0 (Version SI4.2.0.785) or later shall be used. The new unified submittal format shall be selected for file format.

1.3 ENGLISH UNITS REQUIREMENTS

Drawings are stated in English units of measure. Specifications are stated in English units of measure, unless the UFGS specifications provide only a metric unit followed by the English equivalency in parentheses or where requirements for equipment are only available in metric units.

1.4 FIELD INSPECTION, DRAWINGS, AND CONFERENCES

1.4.1 Field Inspection

The Contractor shall verify field conditions which are significant to construction, by field inspection, researching and obtaining all necessary existing facility as-built drawings and reproducing them for his own use as necessary, and discussing status with knowledgeable personnel.

1.4.1.1 Photographs

The Contractor shall furnish digital photographs on CD-ROM depicting the progress of work during construction and after final inspection by the Contracting Officer’s Representative (COR) of the conditions at the completion of the contract.

The monthly photography shall be performed between the first and fifth of each month and the CD's with digital photographs shall be submitted no later than the 10th of each month during the construction phase of the contract (from start of construction through completion of final inspection). The photograph CD shall be submitted in accordance with the submittal requirements of this SOW. A minimum of six views from different positions shall be taken as direction to show, as much as possible, work accomplished during the previous month, and a minimum of six views shall be taken of the completed work.

Photographs shall be at least 4 megapixels and shall be in JPEG format.

Each CD shall be indentified with the date made, contract title and number, location of work, and a brief description of the work depicted.

No separate payment will be made for these services and all costs in connection thereto shall be considered a subsidiary obligation of the Contractor.

1.4.2 Drawings

The drawings furnished with this solicitation will be furnished to the Contractor in AutoCAD (.dwg) file format or MicroStation V8 (.dgn) file format [and ESRI 9.xxx for GeodataBase Files].

1.4.3 Conferences

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After contract award, the Prime Contractor shall attend the Preconstruction Conference at the Detroit Arsenal (DTA) Directorate of Public Works (DPW).

The Prime Contractor shall attend review conferences, visit the site, address any appropriate discussion items, and make additional trips as necessary to accomplish the work.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONSTRUCTION MANAGEMENT ROLE

The Contractor's construction management key personnel shall be actively involved during the construction process to effectively integrate the DTA DPW provided design documents with the construction requirements of this contract. In addition to the typically required construction activities, the Contractor’s construction management involvement includes actions such as: executing the material and equipment acquisition programs to meet critical schedules, effectively executing the construction Quality Control (QC) program, and maintaining and providing DTA DPW with accurate, up-to-date, redline and as-built documentation. The Contractor shall require and manage the active involvement of key trade subcontractors in the above activities. All work shall be performed in accordance with the Construction Quality Management (CQM) process in UFGS Specification Section 01 45 00.00

10 QUALITY CONTROL.

The project schedule shall be provided in accordance with UFGS Specification Section 01 32 01.00 10 PROJECT SCHEDULE. The Contractor shall, within five calendar days after contract notice to proceed, prepare and submit for approval the practicable project schedule. The project schedule shall show the order in which the Contractor proposes to perform the work and the dates on which the Contractor contemplates starting and completing the salient features of work. The work shall be scheduled so that, upon the start of construction, work progresses in a continuous and diligent manner. A project schedule that does not reflect steady and reasonable progress throughout the construction period will be rejected by the Government.

Weekly progress reports and contractor progress reports are required covering the period from notice to proceed through final inspection and contract closeout. The project schedule shall be submitted to the COR in electronic Adobe Acrobat Portable Document Format (PDF) and electronic Microsoft Project format. The ENG Form 4025 shall be submitted in electronic Adobe Acrobat Portable Document Format (PDF) and shall be digitally signed by the Contractor.

3.2 SUBMITTALS, REQUESTS FOR INFORMATION, AND MEETING MINUTES

3.2.1 Construction Submittals

All construction submittals shall be in accordance with Specification Section 01 33 00, "SUBMITTAL PROCEDURES".

Construction submittal types and products, including the submittal description numbers and data package numbers, shall be included in the specification sections, where required. When appropriate, use specific product terms instead of the generic product terms contained in the specifications sections (e.g., asphalt shingles, built-up roofing, EPDM

SECTION 01 03 00.00 48 - Page 4 single ply, etc. vs. roof covering; concrete masonry units, brick, metal siding, etc. vs. exterior skin; mineral fiber board, block, batt or blanket, polystyrene, polyurethane, polyisocyanurate board vs. insulation).

All submittals shall be provided in electronic Adobe Acrobat Portable Document Format (PDF). The ENG Form 4025 shall be provided in electronic Adobe Acrobat Portable Document Format (PDF) and shall be digitally signed by the Contractor. Submittals which require hardcopy submission; such as samples, shall be provided in hardcopy format (one hardcopy of the submittal) and shall be provided with an accompanying electronic digitally signed Adobe Acrobat PDF copy of the ENG Form 4025 and a hardcopy of the ENG Form 4025. One electronic copy and two hardcopies shall be provided for all drawing submittals. One full size hardcopy set and one half size hardcopy set of drawings shall be provided. Electronic copies of design submittals shall be provided in the formats specified in this Statement of Work (SOW).

Submittal review comments and submittal classification will be provided in hardcopy or electronic format by the Government.

The Government will have fourteen (14) calendar days to review and respond to construction submittals after date of receipt of the construction submittal.

3.2.1.1 Submittals Register (Form)

The Contractor shall prepare and maintain a Submittals Register. The Submittal Register (ENG Form 4288 "Submittal Register") shall be prepared using SpecsIntact Software. Additional instructions for completing the form are contained in Specification Section 01 33 00, "SUBMITTAL PROCEDURES."

Submit the Submittal Register as a construction submittal as required in Specification Section 01 33 00, "SUBMITTAL PROCEDURES." The Contractor shall provide an electronic copy of the accepted submittal register (navy4288.txt file), generated by the SpecsIntact software, in both SpecsIntact file format and Adobe Acrobat Portable Document Format (PDF), seven (7) calendar days prior to the pre-construction conference. Remaining columns will be filled in at the appropriate time and by the appropriate authorities during construction.

3.2.2 Requests for Information, Meeting Minutes, and Comments

Copies of Requests for Information (RFIs) made by the Contractor to the Government shall be provided to the Contracting Officer’s Representative (COR). An index of each RFI, which documents the RFI number, the date the RFI was given to the Government, the date the RFI was answered by the Government, and the response provided by the Government shall be provided.

The Government will have fourteen (14) calendar days to respond to RFIs after date of receipt of the RFI.

The Contractor shall record meeting minutes at each meeting attended. The Contractor shall submit the meeting minutes to each person that attended the meeting via e-mail message no later than three (3) calendar days after the meeting occurs. Any RFI, from any meetings, shall be formally submitted separately by the Contractor. A copy of all meeting minutes shall be provided to the COR.

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3.3 REVIEW BY GOVERNMENT

3.3.1 Construction Submittal Items

Electronic copies and hardcopies (when required) of each required submittal;

including, Submittal Register, Requests For Information, Meeting Minutes, Operation and Maintenance Manuals, As-Built Drawings, and DD Form 1354 – Transfer and Acceptance of Military Real Property, shall be sent to the Activity Distribution Addresses listed in the paragraph below.

3.3.2 Activity Distribution Addresses

Department of the Army US Army Garrison – Detroit Arsenal 6501 East Eleven Mile Road Mail Stop 117 (Attn: [Katie Bates/DPW Engineering- construction Project Manager]) Detroit Arsenal, Michigan 48397-5000

Army Contracting Command – Warren (ACC-WRN) 6501 East Eleven Mile Road Mail Stop 350 (Attn: [Jen Harrison/ACC Warren-Contracting Officer]) Detrot Arsenal, Michigan 48397-5000

3.4 AS-BUILT DRAWING SUBMITTALS

An as-built drawing is a construction drawing revised to reflect the final as-built conditions of the project as a result of modifications and corrections to the project design required during construction. The final as-built drawings shall not have the appearance of marked up drawings. The final as-built drawings shall appear as professionally prepared drawings as if they were the "as-designed" drawings.

As-Built Drawings shall be provided in accordance with UFGS Specification Section 01 78 00 CLOSEOUT SUBMITTALS. Redline as-built drawings shall be provided to the Contracting Officer’s Representative (COR) prior to the pre-final and final inspections.

3.4.1 Maintenance of As-Built Drawings

The Contractor shall keep a record set of working as-built drawings at the job site, marked in red, of all changes and corrections from the contract drawings. The Contractor shall enter changes and corrections on drawings promptly to reflect "Current Construction". The CADD files shall be updated at least on a monthly basis. The marked-up set of drawings shall reflect any changes, alterations, adjustments, or modifications. Changes must be reflected on all sheets affected by the change. Changes shall include marking the drawings to reflect structural details, foundation layouts, equipment sizes, and other extensions of design. Both paper and electronic documents shall be available at all times and shall be provided promptly to the Contracting Officer when requested.

3.4.2 Computer-Aided Design and Drafting (CADD) As-Built Drawings

Only personnel proficient in the preparation of CADD drawings shall be employed to prepare and modify the construction drawings or prepare

SECTION 01 03 00.00 48 - Page 6 additional new drawings. As-Built drawings shall be provided in MicroStation format. As-Built drawings shall be provided in conformance with the U.S. National CAD Standard. Additions and corrections to the construction drawings shall be in conformance with the Nation CADD Standard.

The Contractor shall provide as-built drawings in MicroStation format in conformance with the U.S. National CAD Standard regardless of the software and standard in which the CADD drawings are provided to the Contractor by the Government. Conversions and corrections to the drawings provided by the Government to the Contractor shall be made by the Contractor. Line work, line weights, lettering, layering conventions, and symbols shall be in conformance with the U.S. National CAD Standard. If additional drawings are required, they shall be prepared in MicroStation format and shall be in conformance with the U.S. National CAD Standard. The title block and drawing border to be used for any new final as-built drawings shall be identical to that used on the contract drawings.

The CADD as-built drawings shall be in accordance with both the U.S.

National CAD Standard and the Detroit Arsenal (DTA) Directorate of Public Works (DPW) CADD Standard which includes graphics (text fonts, text heights, and line weights), naming conventions (file names, sheet names, and level names), drawing assembly (referencing), sheet file composition, and all other specifications of the U.S. National CAD Standard and DTA DPW CADD Standard. A copy of the DTA DPW CADD Standard will be provided to the Contractor upon written request to the COR.

All work by the Contractor shall be done on files in MicroStation format.

Translation of files to a different format, for the purpose of as-built production, and then retranslating back to the format originally provided, will not be acceptable unless the Government provided the files in AutoCAD format. If the Government provided drawings are in AutoCAD format then the Contractor shall convert the files to MicroStation format and provide the drawings in MicroStation format.