B.08 Attachment # 1 - DPEZ 212216 Repair Roof Building 22 SOW.pdf

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 2 of 13

Repair Roof, Building 22

DPEZ212216

Scope of Work

1 February 2024

PROJECT LOCATION

217 Dell Range Blvd

Cheyenne, WY 82009-4799

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 3 of 13

GENERAL SCOPE OF WORK

Project Objective:

The work covered by this specification consists of furnishing all labor, equipment, material and performing all work to repair / replace Building 22’s roof with Sprayed Polyurethane Foam (SPF). The parapet caps, penetration flashing, and metal flashing throughout all roofs in the scope shall be replaced to match existing.

Location:

The site for the project is the WYANG Base. This project will repair and replace the roof of Building 22 on the installation based on cost and funding requirements and limitations.

153d Airlift Wing

217 Dell Range Blvd Cheyenne, WY 82009

Project Funding:

1. 100% Federally Funded, however, Davis Bacon Prevailing Wages apply.

2. Only Bricks and Mortar type and built-in equipment will be installed.

3. The funds are Sustainment, Restoration, and Modernization funds and all work must conform to the ANG regulations and requirements for such funds.

Project Time Management:

1. Based on the Scope of Work, generate a critical path project timeline schedule or Gantt chart to be followed from project initial work to project completion.

2. Identify and inform the Owner of any substantial changes in the project timeline

(e.g., weather, materials, etc.). Include any potential ways to avoid delaying the completion date.

PROJECT DETAILS

Project Description: This project entails repairing the roof system for building 22 on the WYANG base.

DPEZ 212216 Building 22 (Base bid)

This project is being bid as funded request. The roof needs repaired. Drawings depicting the original design sections for the roofs are attached to this solicitation and can be used as a general overview of the existing roof structure. The work entails installing SPF over approximately 90% of the roof, 10% full-depth SPF repair (see details in drawings). Replace all flashing and cap throughout the roof system. The contractor shall protect all existing roof-top components such as, but not limited to, HVAC units, antennas, and appurtenances. All gutters and downspouts are to be replaced and painted to match existing building. Specifications for the SPF, flashing, gutters and downspouts are included with this solicitation. All demolished material becomes property of the contractor and must be removed and disposed of in accordance with all applicable laws and regulations.

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 4 of 13

Existing Facility Condition:

Building 22 (DPEZ 212216) has two different roof systems. First, it has a modified bitumen encompassing approximately 20,946 square feet, and a single ply (EPDM) with ballast (gravel), roof system on about 1,617 square feet. There are two other areas that encompass approximately 3,477 sf consisting of modified bitumen. The total roof area is approximately 26,041 sf (see project plans for details).

This roof is in very bad condition and needs a full replacement (Removing the existing roof system in which the SPF will not properly adhere)

Figure 1- Built-Up (MB) Flat and Sloped Roof

The built-up roof (MB) requires approximately 10% full depth repair. This portion has water damage. A detail is provided for the SPF installation; in short, remove all bitumen material, debris, and repair any saturated portion of underlayment down to the metal decking. In water damaged areas, full depth repair is required. Remove roofing materials to the roof deck.

(Government and contractor shall verify full depth replacement area prior to work; not to exceed 2,600sf.) Install 6mil vapor barrier on top of the exposed metal deking, ½” cover board (dens deck), 4” polyiso base layer (two 2” layers), ½” asphalt impregnated coverboard, Fasteners shall be installed through asphalt cover board every two square feet per state roofing regulations. Install 1-1/2” SPF (see spec below) in lifts (see full depth repair detail in plans).

For the Built-up (MB) portion of the roof that has not sustained water damage, the contractor shall install edge metal on the remaining MB sloped portions of the roof sufficient to support the SPF. Remove any loose material in which the SPF will not properly adhere. Fix any loose areas then verify that the modified bitumen material is dry and meets all moister requirements (see spec below). Finally install 1-1/2” SPF on secured modified bitumen. (see project plans and spec below).

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 5 of 13

Figure 2-EPDM with gravel ballast

For the EPDM portion of the roof, remove the existing roof system where the SPF will not properly adhere. At a minimum, remove all ballast (gravel) and debris and repair any failing portion of the EPDM roof. The roof shall be swept clean and inspected by the COR.

Fix any loose EBDM by applying adhesive and patching any torn portion of the EPDM.

Install ½” asphalt impregnated coverboard. Fasteners shall be installed every two square feet per state roofing regulations. and install 1-1/2” SPF in lifts (see project drawings and spec below), on secured EPDM roof.

Figure 3 Roof Expansion Joint

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 6 of 13

On all roof sections replace all coping, flashing, drains, scuppers, gutters, downspouts, fascia and or appurtenances (see flashing and gutter spec below). All down spouts shall be painted to match existing building. Verify all paint colors with the government prior to ordering materials. Contractor will be required to replace all roof cap and flashing at all penetrations, headwall junctions and at exterior edges. Edge metal shall be installed on sloped sections of roof sufficient to support new SPF. The roof expansion joint is in disrepair and shall be removed and replaced with a NPVC or TPV roof expansion joint.

Project Budget:

The project must not exceed the contracted budget. Expenses beyond the given budget will not be paid out unless the additional expense is expressly authorized by the Contracting Officer (KO) through the contract amendment procedure agreed to in the project contract. Payouts will be authorized once the Owner receives an invoice detailing authorized work performed. The authorized work performed must satisfy the given requirements in this SOW document. Payouts will be authorized in reference to the percentage of authorized work performed to the percentage of budget paid out.

DPEZ 212216 Building 22 (Base Bid)

Project Timeline:

Work is expected to begin within 30 days of contract award. Should the work not be completed prior to the winter season, the contract may be placed in winter exclusion until the weather is amicable for construction. Prior to any winter exclusion period, the contractor shall make all roof areas watertight within this SOW. No area will be allowed to remain open or leaking during winter exclusion. All work contained within this project shall be completed within 1 year from award.

Bid Requirements:

The proposer shall demonstrate their ability to successfully complete this project. In order to demonstrate this the contractor must submit their qualifications, evidence of successful WYMD roof installations with the specified material, and provide the proposed specifications for the materials for this project (SPF components, flashing, and other sealants). Contractors failing to provide these will not be considered for award.

Supervision:

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

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

3. The project superintendent must have a minimum of 10 years’ experience in construction with at least 5 of those years as a superintendent on projects similar

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 7 of 13 in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent.

4. The designated superintendent must submit a detailed resume of his or her previous work experience. The resume must indicate in detail various positions held by the individual with specific dates, indicating time frame position was held. The designated superintendent must be approved by the contract officer before notice to proceed is issued. The contracting officer reserves the right to reject any and all site superintendent applications based on his or her experience.

5. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

6. The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

7. The Project Superintendent will establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

Specifications / Section Views:

Specifications are provided for this project for components generally utilized for the defined work. In addition, section views are also provided.

Other:

1. Contractor shall thoroughly check all work to ensure it meets the objective of a complete and usable system.

2. All work completed under this contract shall be guaranteed by the contractor against failure of workmanship and/or materials for a period of twenty (20) years from date of final acceptance of the project (see Specifications for more details). Contractor shall provide a sample warranty in the form of a submittal and receive approval prior to work commencing.

3. Contractor shall adhere to all applicable local, state, and federal laws, codes, and regulations including the current edition of the following:

a. Wyoming Public Works Standards

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b. Wyoming Dept. of Environmental Quality regulations

c. International Building and Electrical Code

d. In compliance with any other federal, state, and/or authority having jurisdiction codes and ordinances, DoD and National Guard Bureau regulations, and all industry standards.

4. The Contractor will solely bear all fines and or penalties imposed by any regulatory agency that result from the Contractor’s failure to comply with applicable laws, regulations, and standards.

5. Contractor shall keep the construction site clear of trash and maintain a well-organized site appearance.

6. Perform any other miscellaneous work related to the project not covered under separate line items.

7. Contractor is to minimize damage to the land, soil, roads, water, wildlife, and structures.

Any damage to the site in excess of normal construction operations must be repaired at the Contractor’s expense in a timely manner at no expense to the Owner.

8. The contractor shall provide Porta-potty services for their employees. The contractor and contractor personnel will not be permitted to enter facilities without prior permission.

PROJECT DELIVERABLES AND SUBMITTALS

Approvals and Changes:

1. Submit all proposed change order documents to the Contracting Officer (KO) and

Contracting Officer Representative (COR) for approval prior to procurement of equipment and commencement of the change.

2. No deviation from approved plans, specifications, and general notes will be permitted without approval. Requests are to be submitted to the KO and COR on a substitution request form (available from the COR).

Submittals (to be submitted after award):

All submittals listed below shall be submitted at least 7 working days prior to use on site, or as noted below. All submittals shall be submitted as a single PDF document with an AF 3000 as the first two pages of that PDF. Signature and comment blocks shall be digital and fillable.

1. Submittals

a. The contractor shall not proceed without approved submittals.

b. These items shall be submitted no later than the Preconstruction Meeting

i. AF 3064 (or equivalent) – Project Schedule the Project Schedule can be provided on commercial software printout.

ii. AF 3065 – Schedule of Values - The schedule of Values can also be created on a commercial software, such as MS Excel. The Schedule of Values must be approved prior to requesting any payment.

c. These items shall be submitted at least 7 working days prior to onsite work.

i. Safety Plan

ii. Quality Control Plan

d. See Specifications for other items.

2. For Each Hazardous Material

a. Manufacturer MSDS

b. # of components in material if it is a kit

c. Container type

d. Unit (oz, gal, lb, qt, ea, etc.)

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e. Package (can, drum, bottle, cylinder, etc.)

f. Part Number of MSDS if multiple part numbers on MSDS.

3. These items shall be submitted and approved prior to work commencement for the respective component.

a. See respective specifications. All items labelled with the letter “G” shall be submitted and approved.

Administrative:

1. Hold a pre-construction meeting at the project site, in person, at least 14 days before the project start date. The purpose of this meeting is to review all project work items the project schedule.

2. All submittals must be approved before work commences.

3. The Contractor shall be responsible for maintaining any necessary licenses, bonding and permits, to include any manifest requirements and for complying with any federal, Department of Transportation (DOT), state, and municipal laws, codes, and regulations applicable to the performance of work. Contractor shall provide proof of such applicable licenses and permits prior to performing any work.

4. Provide copies, when requested, of any documentation related to this project. This includes but is not limited to:

a. Prime Contractor and/or Sub Contractor contact information

b. License and/or permitting documents.

c. Design drawings, either final or draft.

d. Inspection or testing results.

e. Other information related to this project.

Other Deliverables:

None.

MATERIAL AND EQUIPTMENT ACCOUNTABILITY

Storage

1. The Contractor is ultimately responsible for the storage and safe keeping of all materials related to the project. The WYANG may, at the discretion of the KO, authorize storage of project materials in government facilities. However even if materials are stored in government facilities, WYANG does not assume any responsibility of safe keeping or securing any materials used on the project. Any costs associated with storing project materials must be included in the bid.

2. Notify the government Project Manager prior to delivery of any material or equipment to the site. The contractor shall ensure someone is available to receive delivered materials and able to store them safely in an area to be coordinated with the government project manager. Any materials delivered without prior coordination and without having someone to take receipt, shall not be accepted and will be turned away.

Equipment

1. The Contractor will supply all necessary equipment and tools to complete the project.

Any costs for procuring equipment and tools must be included in the bid.

2. The Contractor will not utilize any government equipment or tools.

Material Disposal

1. The Contractor is responsible for the collection and disposal of all debris, demolition, rubble, residue and waste material generated in the performance of work under this

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 10 of 13 contract. All such materials shall be disposed of at an off base landfill designed to receive the type of material and waste generated or recycling facility by the Contractor.

The Contractor is not permitted to deposit any such materials in base trash collection containers or at any on base location without prior written approval of the Contracting Officer. At the BCE's discretion some project items may be retained for use by the government. The Contractor is responsible for all permits, paperwork for the Environmental Protection Agency (State or Federal) and any other agency requiring submission for any items disposed of or generated in the performance of work under this contract.

2. Materials classified as hazardous by US environmental rules, regulations, or laws, shall be handled and processed for disposal in accordance with those rules, regulations, or laws. The Contractor is responsible for all such materials that are residue from Contractor furnished supplies and materials which were brought to the job site by the Contractor, and for any such materials identified herein or by the drawings.

DESIGN STANDARDS, CODES, AND CRITERIA

1. The Contractor shall abide by the General Condition which is a part of this Scope of Work, and the templates can be provided by the COR.

01001 Cheyenne ANG General Requirements 01019 Contract Considerations 01032 Options Items 01039 Coordination and Meetings 01040 Project Coordination 01105 Hazardous Material Procedures 01300 Submittals 01310 Progress Schedules 01400 Quality Control 01420 Environmental Protection 01430 Operation and Maintenance Data 01600 Material and Equipment 01640 Manufacturer’s Services 01650 Starting of Systems 01700 Contract Closeout AF 3000 Material Submittal Form AF 3052 Construction Cost Estimate AF 3064 Contract Progress Schedule AF 3064 Contract Progress Report OMB 0704-0193 Construction Cost Estimate Breakdown Policy Letter Contractor/Visitor Access Procedures SF 1413 Statement and Acknowledgment Wyoming ANG Submittal Schedule Wyoming ANG Transmittal of Shop Drawing, Equipment Data Material

Samples, or Material Certificate of Compliance

2. The Contractor shall also follow all current national and state codes, regulations and specifications involving civil, architectural, interior design, structural, mechanical, electrical, and environmental disciplines which are applicable to the engineering design and construction industry, including the following list. The list is not intended to be a complete list. All work shall be designed and constructed to meet all state and federal

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 11 of 13 codes, standards and laws. Reference other sections of this RFP and the CSI specifications referenced for use for other standards and references not listed below.

ABA Architectural Barriers Act AFDS Air Force Design Guide, current edition ANSI American National Standards Institute Standards ASCE American Society of Buildings and Other Structures, Latest edition.

ASTM American Society for Testing and Materials EIA Electronic Industries Association ETL Engineering Technical Letters IBC International Building Code IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society Lighting Handbook IFC International Fire Code IMC International Mechanical Code MILHDBK Military Handbooks TI’s Technical Instructions TM’s Technical manuals UL Underwriter's Laboratories

3. Where there is a conflict between the RFP and building codes, the most stringent shall apply. When codes are in conflict, the most stringent shall apply.

4. Safety and Health Standards. The Contractor shall initiate and maintain programs to comply with the provisions of the Occupational Safety and Health Standards Act (OSHA). Contractor shall provide proof of such applicable licenses and permits upon request of the WYANG.

5. Use of the most current versions of the International Building Code (IBC), and the Architectural Barriers Act (ABA) is mandatory. In case of conflict between code requirements, the most stringent criteria shall apply.

MIL-STD-2202 - Energy Monitoring and Control Systems, Factory Tests ANG ETL 01-1-1 - Air National Guard Design Policy March 2004, Section 10 and 16 ANG ETL 32-1018 - Project Execution Process – Electronic Data Deliverables ASHRAE Handbooks – Latest Edition ASHRAE Standard 90.1-2004 – Energy Standard Energy Policy Act 2005 SMACNA Guidelines – Sheet Metal and Air-conditioning Contractors' National

Association

ACCESS AND SECURITY POLICY AND PROCEDURES

Work Hours Work hours shall be Monday thru Friday 0700-1630 hours, with the exception of Federal holidays and Phoenix Fridays. Phoenix Fridays are every other Friday. A list can be provided to the successful awardee upon request. Contractor must have prior approval in writing to work outside these times.

Base Access

1. Security Forces shall monitor the incoming and outgoing of work personnel during the duration of the project. All deliveries shall be coordinated with the COR to arrange for their entrance onto Base property. The contractor shall request personnel access for all personnel coming onto and or working on the base. These includes, but is not limited to, contractor employees, deliveries, testing agencies, porta john services, dumpster

DPEZ 212216 Repair Building 22 Roof Scope of Work Page 12 of 13 personnel, and any others employed or contracted by the contractor.

2. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

3. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative).

4. All commercial, contractor, and sub-contractors’ vehicles are subject to random inspections each time they enter the base.

5. If badges will be issued, they will be issued by the 153d Security Forces Squadron (SFS) to the contractor through the 153 CES COR. Badges shall be issued, tracked, and collected in accordance with instructions from Security Forces.

6. All personnel working on this project shall request and be eligible to be placed on an Entry Access List (EAL). It is the contractor’s responsibility to ensure all planned personnel have appropriate permission.

7. The COR will coordinate escorts if access to secured areas is required. The Contractor shall provide written notice to the KO and COR at least five (5) working days prior to working in secured areas. The notice shall include the working hours, location(s) of work, and number of workers. Additional information may be required by the Installation Commander before access is granted.

Escorts:

1. A security briefing will be conducted prior to the start of the project.

2. All Contractor personnel shall have a minimum of one (1) Form of Photo Identification with them at all times.

POINT OF CONTACT

All questions shall be submitted by E-mail. Questions will be answered no later than 10 days following receipt. Unless otherwise stated, all questions will be routed through the Contracting Officer and the Contracting Officer Representative.

PART 1 GENERAL

1.1 SUBMITTALS

SECTION 01 11 00

SUMMARY OF WORK

08/15

01/08/2021

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes replacement of roofing on building #22 (see plans for size). The existing roof will be replaced with an SPF roof system.

1.2.2 Location

The work is located at the on the WY ANG base at the Cheyenne Regional Airport, 217 Dell Range Blvd, Cheyenne WY, approximately as indicated.

The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Buildings could be occupied during performance of work under this Contract. The contractor shall ensure safe conditions for building occupants.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 LOCATION OF UNDERGROUND UTILITIES

NA

1.4.1 Notification Prior to Excavation/work

Notify the Contracting Officer at least 14 days prior to starting excavation / work.

1.5 GOVERNMENT-INSTALLED WORK

NA

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 2 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section –

SECTION 01 14 00 WORK RESTRICTIONS

11/11

01/08/2021

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

Personnel List

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Some of the facilities are currently occupied and will remain such during construction.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The Base will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity, roads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

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

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours must consist of a 9-hour period, between 7:30 a.m.

and 4:30 p.m., Monday through Friday, excluding Government holidays and Phoenix Fridays. Phoenix Fridays occur every other week.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.3.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, fire alarm, compressed air, and natural gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE

REGULAR HOURS.

d. Operation of Base Utilities: The Contractor must not operate nor disturb the setting of control devices in the base utilities system, including water, sewer, electrical, and communication services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II apply.

Not Used

SECTION 01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

11/11

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices and extended prices.

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Schedule of Prices must have cost summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Schedule of Prices must identify the cost for site work and include incidental work to the 5 ft line. Identify costs for the building and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre-Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost. Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP 1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice showing in summary form, the basis for arriving at the amount of the invoice. Form shall include certification by Contractor.

b. Updated Project Schedule and reports required by the contract.

c. Contractor Safety Self Evaluation Checklist.

d. Other supporting documents as requested.

e. Updated copy of submittal register.

f. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area Workflow Payment Instructions is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by

DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's

Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in

Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

-- End of Section --

SECTION 01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

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09/25/2020

SD-03 Product Data

Weight Certificates

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Structure No. 1

1.1.2.1 Payment

Payment will be made for costs associated with operations necessary for construction of the structure at Station XX+XX.

1.1.2.2 Unit of Measure

SECTION 01 22 00.00 10 Page 1

Wyoming ANG Security Forces Facility 10208186

DPEZ 029038

1.1.3 Structure No. 2

1.1.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the structure at Station YY+YY.

1.1.3.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Excavation

1.2.1.1 Payment

Payment will be made for costs associated with excavation for the structure, which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.2.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for over depth excavation or for the removal of any material outside the required slope lines unless authorized.

1.2.1.3 Unit of Measure

Unit of measure: cubic yard.

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS

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U.S. ARMY CORPS OF ENGINEERS (USACE)

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

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 1 MB minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

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

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

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

1.6.2 Superintendent Qualifications

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

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

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

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

1.7 PRECONSTRUCTION

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

1.9 MOBILIZATION

Contractor shall mobilize to the jobsite within 60 calendar days of contract award.