1-Project Specifications (FBNV 20-0011).pdf

SPECIFICATIONS

FOR

FBNV 20-0011

Repair/Abandon Water Well, 355 SFS North Parking Lot

AT

DAVIS-MONTHAN AFB

ARIZONA

11 June 2020

11 June 2020 Table of Contents-1 FBNV 20-0011

TECHNICAL PROVISIONS OF SPECIFICATIONS

Project No. FBNV 20-0011 Contractor is to furnish all labor, equipment, appliance and materials and perform all operations in connection with Repair/Abandon Water Well, 355 SFS North Parking Lot at Davis-Monthan AFB, Arizona, in strict accordance with these specifications.

TABLE OF CONTENTS

SECTION AND TITLE

DIVISION 01 – GENERAL REQUIREMENTS

01010 Summary of Work AF Form 66 - Schedule of Material Submittals 01011 Design Requirements

DIVISION 31 – EARTHWORK

31 00 00 Earthwork

DIVISION 33 – UTILITIES

33 11 13 Potable Water Supply Wells -- End of Table of Contents --

Davis-Monthan Air Force Base, Arizona FBNV 20-0011, Repair/Abandon Water Well, 355 SFS North Parking Lot 11 June 2020

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SECTION 01010 – SUMMARY OF WORK

NOTE: The Davis-Monthan Air Force Base Design Compatibility Guideline requirements and those defined in the following section may directly affect the Contractor’s overhead for completing the scope of work.

Failure on the part of the Contractor to adequately review this section and identify/clarify any requirements herein will not constitute justification of Contractor claims for additional design and/or construction costs.

1. SUMMARY OF WORK

1.1 Work Included in this Contract: The following descriptions are for general reference only, and shall not be construed as a complete list of all operations to be performed.

1.1.1. This request for quotation (RFQ) calls for the design, plans, specifications, and abandonment of a well located within Security Forces north parking lot. Abandonment work will include but is not limited to the submittal of the notice of intent (NOI), removal of 2 feet of casing, installing a surface seal set from two feet below the surface, and the Well Abandonment Completion Report.

1.1.2. The Contractor shall refer to Section 01011, Design Requirements, for specific guidance pertaining to the design and construction of the required project elements.

1.2 Salvage and Disposal: All salvageable and non-salvageable material obtained by removal of existing material shall be considered as having been included as a factor in the Contractor's bid price.

a. Salvageable material obtained from existing construction may be reused only if so stated elsewhere in the Contract Documents, and then only when the material is approved for reuse by the Contracting Officer.

b. Salvageable material shall remain the property of the Government only when specifically called out in the Contract Documents.

c. Salvageable material not reused or otherwise designated to remain the property of the Government shall become the property of the Contractor and shall be removed and disposed of off base in accordance with the environmental controls specified in this Section.

d. Non-salvageable material: Remove all non-salvageable material from the project site and dispose of it off base, in accordance with the environmental controls specified in this Section.

1.3 Base Outages and Digging Permits (AF Form 103, BCE Work Clearance Request):

a. Utility Outages: Accomplish all work required in connection with utility outages on weekends or off-duty hours, or as directed by the Contracting Officer. The Contractor shall be responsible for all work associated with the utility outages. Notify the Contracting Officer in writing 21 calendar days prior to the desired date for the utility outage.

b. Road Closures: If road closures are needed during the construction of any portion of the project, a traffic control plan shall be generated by the Contractor and submitted for approval by the Contracting Officer. Notify the Contracting Officer in writing 21 calendar days prior to the desired date for closure.

c. The Contractor is responsible for and shall process all digging permits and bluestake requirements through the 355 CES Customer Service Desk (Bldg 5315). The Contractor shall allow for approximately 21 calendar days for the construction areas to be properly marked. The Contractor is also responsible for contacting Arizona Blue Stake and independently marking and potholing for security camera conduit/wiring around the base; and vacuum and oxygen medical lines around the 355 Medical Group. Although the 355 CES Drawing Vault has drawings for security camera conduit/wiring and medical lines, it is not responsible for the bluestaking or actual location of these utilities. The Contractor must mark all areas that he wishes to have the Government bluestake with white paint PRIOR to the submission of the AF Form 103; and shall include a site drawing of the area to be bluestaked with the submission. Upon submission, the Contractor shall provide the Contracting Officer the tracking number in order for the Government to help the Contractor track its progress (if necessary). Once a construction site has been marked, it is the Contractor’s responsibility to maintain the markings with stakes or whiskers.

1.4 Submittal Procedures:

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a. SCHEDULE OF MATERIAL SUBMITTALS (AF FORM 66): An AF Form 66, listing the items of equipment and materials for which submittals are required by the specifications, shall be generated during the design by the Contractor for the Government’s approval. A draft of the base-standard AF Form 66 may be provided at the Contractor’s request, for the Contractor’s use. The Contractor shall complete the column “Required Submission Date” and submit to the Contracting Officer for approval within 10 calendar days after Notice to Proceed. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. During construction, it may be discovered that this list was not all-inclusive and that additional submittals may be required from and shall be submitted by the Contractor, as directed by the Contracting Officer.

b. TRANSMITTAL FORM (AF FORM 3000):

1. The AF Form 3000 shall be used for submitting both Government-approved and information-only submittals in accordance with the instructions on the reverse side of the form. The Contracting Officer shall furnish these forms to the Contractor. This form shall be properly completed by filling out the heading blanks and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the information submitted for each item(s).

2. The Contractor shall forward all material submittals required by the technical specifications using the AF Form 3000 as stated in paragraph b1 above. The Contractor provides the submittals in the number of copies as specified on the AF Form 66 and one original of the completed AF Form 3000 to the Contracting Officer no later than the required submission date specified on the AF Form 66 or 10 calendar days from the Notice to Proceed, whichever is later.

3. Identify each submittal by project, Contractor, drawing or detail number, and specification section number, as appropriate. Mark submittals to show the specific item(s) that will be furnished. Include intended use of the submittal and any other pertinent information necessary for a complete evaluation. If the Contractor provides a submittal which show variations from the contract documents, the Contractor shall completely describe such variations in writing clearly and separately from any other portion of the submittal. Highlighting or marking in any manner the proposed variations is not sufficient to comply with this requirement. This requirement applies irrespective of the provisions of any specification which follow this section and which may be particular to specific item(s).

c. Submit to the Contracting Officer complete information applicable to the item(s) of equipment and materials called for by the Contract Documents, for approval, prior to installing the relevant item(s) of equipment and material. If unapproved item(s) of equipment or material are installed, the Contracting Officer, at his sole discretion and option, may reject the installed equipment and material. If rejected, the Contracting Officer may then pursue, again in his sole discretion and option, remedies including but not limited to the removal and reinstallation of approved item(s) of equipment or material at the Contractor’s expense, extended warranties, and other remedies as may be deemed appropriate and applicable to that portion of the construction.

d. Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled.

e. The CES Project Manager will require 21 calendar days for review of material submittals from receipt to returning recommendation to the Contracting Officer for approval or disapproval.

f. The Contractor, as part of the bid price, shall have a Government-approved, independent, commercial, testing laboratory perform all sampling and testing as called for in these specifications. Test reports shall be properly sealed by a professional engineer.

1.5 Construction Schedule and Progress Reports (AF Form 3064 and AF Form 3065):

a. Following contract award, the Contractor shall prepare the construction completion schedule using the AF Form 3064, Contract Progress Schedule. The Contractor shall submit for government review and approval the AF Form 3064 no later than ten (10) calendar days following issuance of the Notice to Proceed.

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b. Upon approval of the AF Form 3064 submit to the Contracting Officer, on a biweekly schedule, the construction progress using the AF Form 3065, Progress Report.

1.6 Quality Control:

a. Provide quality control over the entire project including but not limited to the items of equipment and materials intended for installation, necessary coordination and services to facilitate the performance of the work, site conditions, and the workmanship of the Contractor personnel and any subcontractors.

b. The Contractor shall become familiar with all the details of the work depicted in the Contract Documents and shall verify all field conditions related to the construction prior to commencement of the work. If conditions are discovered by the Contractor prior to commencement of the work which conflict with the Contract Documents, and which will substantially affect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before commencing work.

c. If site conditions are discovered by the Contractor during the construction which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before proceeding. All such requests for information shall completely address aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions.

d. If site conditions or defects are discovered during the construction, by the Contracting Officer or the Contracting Officer’s designated representative, which are the result of the Contractor’s inadequate quality control or substandard workmanship, whether by the Contractor or a subcontractor, which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, the Contracting Officer may direct the Contractor to identify and explain the condition(s) or defect(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s). In all such instances, the Contractor shall present no less than three viable options to correct the condition or defect, completely addressing aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions. The Contracting Officer will then review and approve an option for use by the Contractor. The Contractor shall not proceed with the work until receiving the written permission from the Contracting Officer.

e. The Contractor shall comply fully with manufacturer's instructions, including each step in sequence.

If such instructions conflict with the Contract Documents, identify and explain the conflict in writing to the Contracting Officer within 48 hours of discovery of the conflict; and request clarification from the Contracting Officer before proceeding.

f. Testing: The Contractor shall provide samples and test results as required by the Contract Documents. Test reports shall be properly sealed by an independent professional engineer.

g. Cleanup: The Contractor shall keep the work area and surrounding surfaces clean and orderly.

Remove any Contractor-caused residue, dirt, or markings immediately upon completion of the work involved. Clean site daily.

h. Exterior surfaces including but not limited to Portland cement concrete, asphalt pavements, and gravel and interior surfaces including but not limited to carpet, tile, ceiling tiles, and gypsum board damaged by construction work or the Contractor’s operations, shall be replaced with materials consistent in quality and workmanship to match existing.

i. It is the Contractor’s responsibility to maintain any and all quality control records and have them available to the Government at all times.

j. Record drawings shall be kept at the job site at all times, and shall be made available upon request by either or both the Project Inspector or the Contracting Officer. The record drawings shall be marked up on a daily basis to show actual “as-built” construction and conditions.

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1.7 Experience Requirement:

a. The Contractor must have in the past been engaged in well drilling of this type for a minimum of three (3) years. To complete a project of this nature during the short contract period, it is essential that the Contractor firm have the necessary background, supervision, and qualified personnel. Contractors proposing to submit a bid on this project must be prepared to (low bidder only) submit notarized affidavits from Government agencies attesting to satisfactory performance of work of at least three (3) projects of this nature during the previous three (3) year period and to the qualifications both in terms of expertise and having proper and adequate equipment to accomplish the work. The affidavits of the successful low bidder will be reviewed for approval or disapproval. The notarized affidavits will be submitted within 3 calendar days after requested. If the successful low bidder for this project has previously submitted the required certification to the Contracting Officer under a previous contract requiring the same certification, re-submission is not required.

b. In addition, the Contractor or his designated representatives shall be certified in accordance with R12-15-816.A of the Arizona Administrative Code (AAC) to supervise the performance of, or to perform well abandonment or drilling services on well systems. These certifications shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of certifications to the Contracting Officer prior to beginning construction.

2. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

2.1 Traffic Regulation:

a. Barriers: Contractor shall furnish all signs, barricades, and flagmen required to control traffic in the construction area.

1. All signs and barricades shall be in accordance with ANSI D6.1, Manual of Uniform Traffic Control Devices.

2. Minimize interference with the flow of traffic. At no time may access to any facility be prevented.

b. Haul routes: As designated on the drawings. The haul route shall enter and exit through the Swan Road gate, and travel to and from the project site by the most direct route.

1. Immediately clean up any material spilled along the haul route. This shall include clean up of mud tracked on the road by the Contractor’s equipment.

2. For any spill of hazardous material on base, immediately notify the base fire department at 911.

The Contractor is responsible for all costs incurred by the Government in responding to or cleaning up any such spill.

c. Access: Contractor shall maintain access to the base work site at all times. The Contractor is to perform his work with a minimum of interference to the flow of traffic.

2.2 Safety:

a. Comply with the Corps of Engineers Manual on General Safety Requirements, EM 385-1-1;

Occupational Safety and Health Act (OSHA), Public Law 91-596; and AFI 91-301, Air Force Occupational Safety, Fire Prevention, and Health (AFOSH) Program.

b. Use of flammable adhesives or other similar flammable materials will be in strict accordance with manufacturer's instructions and the Contractor shall take all necessary safety and fire prevention steps to supervise and assure safe execution of work on the contract. This paragraph is applicable to adhesive materials or any other material involving flammable characteristics.

2.3 Blasting: No blasting will be permitted.

2.4 Grade Control: Grade site to drain to protect site from puddling or running water, or accumulation of standing water in excavations. The Contractor shall provide all surveying required to establish and maintain line and grade stakes necessary to complete the construction.

2.5 Environmental Control:

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a. The Contractor shall be required to meet or exceed the requirements and procedures of the most current Davis-Monthan AFB (DMAFB) Contractor Environmental Guide in effect at the time of contract award. This guide will be provided to the Contractor within the request for quotation. The guide includes procedures to ensure compliance with the DMAFB environmental permit requirements and other regulations to include, but not limited to, training for the ISO 14001 Environmental Management System (EMS). To receive the initial EMS Awareness Training, the Contractor will be required to register and login to The Environmental Awareness Course Hub (TEACH): https://usaf.learningbuilder.com (must use Google Chrome). The detailed registration instructions are found in Appendix E of the DMAFB Contractor Environmental Guide.

b. Additionally, the Contractor shall be held responsible for complying with all federal, state, and local environmental regulations included as part of the processes in performing the work included in this project.

c. Hazardous material (HAZMAT) and/or regulated wastes may be encountered during construction -see Appendix A and Attachment(s) A-1 to A-3 of the Environmental Guide. These requirements shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Contractor shall plan and submit a HAZMAT worksheet (Attachment A-1), including the appropriate SDS and an estimated quantity to be used, to the gov’ts contract representative prior to construction. The Contracting Officer Representative will forward Attachment A-1 to Environmental for review and Environmental will return with Attachment A-2 determining if Attachment A-3 will be needed.

d. Obtain permits from the Pima County Department of Environmental Quality (PDEQ), Air Quality Division, for installation of new equipment or use of Contractor equipment which generate air pollution, for earth-moving activities related to new construction, and for asbestos removal or demolition. These permits shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of permits to the Contracting Officer prior to beginning construction. All permit costs shall be considered as having been included as a factor in the Contractor's bid price.

e. The Contractor shall also submit a Construction and Demolition (C&D) Plan (Attch B-1, Contractor Environmental Guide) 3 weeks prior to starting construction. If the C&D Plan indicates potential regulated wastes or hazardous wastes, the contractor shall coordinate any disposal requirements through the contractor’s representative prior to disposal or manifesting – see Appendix C of the Contractor Environmental Guide. For projects involving asbestos abatement, complete the standard "Notification of Demolition or Renovation" forms and submit to PDEQ and other required agencies. These forms shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of the forms to the Contracting Officer prior to beginning construction or demolition activities. The Contracting Officer Representative will forward the plan and forms to Environmental for review.

f. Contractors shall comply with all regulatory requirements/considerations if the project requires soil disturbance. These requirements may include Storm Water Pollution Prevention Plans (SWPPP), Air Activity Permits (see para d above), and Natural and Cultural Resource protections. Area disturbance requiring permits is set forth by Arizona Department of Environmental Quality (ADEQ) and PDEQ. Treat areas subject to dust producing activities with liquid palliatives which will not harm regrowth of vegetation, or other methods of dust control. Also, ensure methods to protect native plants, birds and wildlife are included in projects where required.

g. No open burning of trash, brush, or refuse will be permitted.

h. The Contractor shall be responsible for the proper management of both hazardous and non-hazardous waste and the required submittals IAW Section 3 and Appendix C of the Contractor Environmental Guide. The Contractor shall segregate hazardous or regulated materials and non-hazardous or non-regulated materials during demolition; and handle, transport, store, and dispose of these hazardous and non-hazardous materials in accordance with applicable federal, state, and local laws, ordinances, or other rulings having the effect of law, including but not limited to the items listed below. In addition, the Contractor shall obtain proper disposal manifests for both hazardous and regulated materials, and for non-hazardous or non-regulated materials, and submit these manifests to the Contracting Officer. These manifests shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. The Contracting Officer Representative will forward all manifests to Environmental for review. Submit original manifest—with original signature of the Contractor’s superintendent or authorized representative in block http://www.deq.pima.gov/air/pdf/AQAPapplication.pdf

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14 attesting to the validity of the manifest—to the Contracting Officer within 3 calendar days of disposal.

For wastes regulated as PCBs or RCRA, the contractor must use DM’s EPA ID number in the Uniform Hazardous Waste Manifest (EPA Form 8700-22) and the manifest must be coordinated with and signed in block 15 by a designee in DM’s Environmental Management Office at the time of shipment. All handling, transporting, and disposal costs shall be considered as having been included as a factor in the Contractor's bid price. Any questions regarding proper handling or disposal of hazardous or non-hazardous materials may be directed through the Contracting Officer to the Installation Management Flight at 228-4840.

1. Resource Conservation and Recovery Act (42 USC 6901)

2. Clean Water Act (33 USC 1251)

3. Clean Air Act (42 USC 7401-7642)

4. Toxic Substances Control Act (15 USC 260)

5. National Environmental Policy Act (42 USC 4321-4347)

6. Hazard Communication (OSHA Std 29 CFR 1910.1200)

i. All radioactive material or equipment using radioactive material must be approved for use prior to bringing it on the base. The written request for approval, along with a copy of the permit for the source and a brief description of the intended activities, shall be submitted to the base Bioenvironmental Engineering Flight through the Contracting Officer 30 calendar days prior to the Contractor’s use. No work involving radioactive materials may proceed until receipt of the approved request. This requirement shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

j. Any items containing radioactive material, especially radioluminescent exit signs, discovered while performing maintenance, repair, alteration or renovation activities, shall be turned in by the Contractor through the Contracting Officer to 355 CES/CEO for proper disposal.

k. Liquid paints or coatings with lead shall be restricted to no more than 0.06 percent lead by weight of the non-volatile solids for use in or on all base facilities [Part 35 of 24 CFR].

2.6 Security:

a. For entry to the base, submit an entry authorization request letter for each individual requiring access to the project, at least 10 calendar days prior to beginning work. A copy of the format of this letter may be obtained from the Contracting Officer on or before the pre-performance conference. Valid identification with a photograph together with the base pass will be required for all individuals when entering the base.

b. All passes issued must be returned to the Contracting Officer upon termination of the employee or completion of the project, whichever occurs first.

2.7 Project Identification Sign: NOT USED

2.8 Project Progress Photographs: Submit to the Contracting Officer construction project progress digital photographs taken on or about the first of every month and of significant elements (i.e., underground utility installation, elements to be concealed within walls or concrete, etc), showing the general conditions of the work as viewed from the north, south, east, west, and/or building interior. Photographs are also required to document work phases such as rebar emplacement, concrete pours, sewer rough-in, etc, when the Government Construction Inspector/Engineer is unable to view the site prior to that work being completed. Photographs (minimum of twenty images files in JPG format, 450 -1000 KB, on Windows readable CD). Each image file shall be identified by the date of exposure (year-month-day), the project number and title, and description of content using the following format: 10_02_18_XXXXXX_Project Name_Description of Work.

2.9 Fenced Contractor’s and Storage Yards: The Contractor shall install and maintain a temporary, fenced Contractor’s yard (in the base’s Contractor’s area) and a temporary, fenced storage yard (near the project site if approved) in locations designated by the Contracting Officer. The temporary fencing shall be of sufficient strength and height to minimize and restrict entry by unauthorized personnel. The temporary fencing shall be provided with visual screening for the full height and length, using tan-colored screening or a similar color selected and approved by the Contracting Officer. The temporary fencing and screening shall remain in place and be maintained for the life of this contract.

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2.10 Material Handling and Storage:

a. Handle, store, and protect all products in accordance with manufacturer's instructions.

b. At the end of each work day, park and store all equipment and materials in the location designated by the Contracting Officer.

3. PROJECT CLOSE-OUT

3.1 Pre-Inspection Final Cleaning:

a. Clean all surfaces exposed to view.

b. Polish transparent and glossy surfaces.

c. Clean equipment and fixtures.

d. Clean debris from roofs, gutters, drainage systems, and site.

e. Remove temporary labels.

f. Properly dispose of all hazardous and non-hazardous materials off base in accordance with the environmental controls specified in this Section.

3.2 Record Disks, Documents, and Disks:

3.2.1. Provide design and construction deliverables as defined in the Design Compatibility Guidelines and in this Section.

3.2.2. Prior to the Contracting Officer's final acceptance of and final payment for the completed project, submit for approval the record as-built drawings, disks, documents, and shop drawings as required in the following paragraphs, no later than 30 calendar days after the Final Inspection. These requirements shall be included as submittals on the AF Form 66, Schedule of Material Submittals.

a. Record As-built Drawings. Standard drafting practices shall be used to represent changes and shall include supplemental notes, legends, details and dimensions as required to show actual "as-built" construction. Submit to the Contracting Officer one full-size and one half-size sets of high-quality bond drawings, clearly and legibly marked “AS-BUILT DRAWINGS” in large print at the bottom right corner of each drawing sheet above the title block.

b. Record Disks. The Contractor shall, using the version of AutoDesk AutoCAD as directed by the Contracting Officer, transfer the “as-built” project drawings to compact disk (CD) and submit the CD(s) to the Contracting Officer.

c. Record Documents. Fourteen calendar days prior to the final inspection, complete the following record documents and submit to the Contracting Officer.

1. DD Form 1354 Checklist.

2. DD Form 1354, Transfer and Acceptance of Military Real Property.

3. Contract/Roof Warranty and/or Guarantee Items.

d. Operation and Maintenance Manuals. Submit operation and maintenance manuals for each item of equipment as per the contract specifications, including but not limited to all electrical systems and equipment:

1. Reference information to be included, as applicable:

a. Table of contents.

b. Directory listing names, addresses, and telephone numbers of the architect/engineer, Contractor, subcontractors, and suppliers.

c. Significant design criteria.

d. Shop drawings and product data.

e. Air and water balance reports.

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f. Certificates.

g. Copies of warranties.

2. Operation and maintenance information to be included, as applicable:

a. List of equipment.

b. Parts list for each component.

c. Operating instructions.

d. Maintenance and troubleshooting instructions.

e. Repair and assembly/disassembly instructions.

f. Calibration requirements.

3.3 Field Instructions: Prior to final inspection, provide competent instruction, using the manuals described above, to the Government in the operation and maintenance of the building systems and equipment, including but not limited to all mechanical and electrical systems and equipment.

End of Section 01010

NO. OF COPIES REQUIRED

Awarded:

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APPROVED DISAPPROVED

AF Form 103 Job Order Sec 01010, Para 1.3c 1

Affidavits Sec 01010, Para 1.6a 1

Certifications Sec 01010, Para 1.6b 1

Hazardous Material Usage Sec 01010, Para 2.5c Env Cont Guide Sec 3.3 Hazardous Material

HAZMAT Usage Reports Sec 01010, Para 2.5c Env Cont Guide Sec 3.4 HAZMAT Usage

Air Quality Activity Permit Sec 01010, Para 2.5d Env Cont Guide Sec 3.3 Air Quality

AZPDES General Permit Sec 01010, Para 2.5d Env Cont Guide Sec 3.3 SWPP

Construction & Demolition Debris Diversion Plan Sec 01010, Para 2.5e Env Cont Guide Sec 3.3 C&D Plan

SWPP Plan Sec 01010, Para 2.5f 1

Waste Manifests Sec 01010, Para 2.5h Env Cont Guide Sec 3.4 Regulated Hazardous Waste

Recycling Manifests Sec 01010, Para 2.5h Env Cont Guide Sec 3.4 Waste & Recyclables

Radioactive Use Sec 01010, Para 2.5i Env Cont Guide Sec 3.3 Radioactive Material

Progress Photographs Sec 01010, Para 2.8 1

14 Record As-Builts Sec 01010, Para 3.2.2.a 1

Record Disks Sec 01010, Para 3.2.2.b 1

SOLICITATION/CONTRACT NO.:

TO BE COMPLETED BY CONTRACT ADMINISTRATOR

PROJECT TITLE: PROJECT NUMBER:

7 Days after Reciept of Permit

3 days after Disposal (1st of the month for projects >60days) (End of project for projects <60 days)

(1st of the month for projects >60days) (End of project for projects <60 days)

2 Days Prior to Construction

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16 DD Form 1354 Sec 01010, Para 3.2.2.c.1 1

Warranty/Guarantee Items Sec 01010, Para 3.2.2.c.3 1

O&M Manual Sec 01010, Para 3.2.2.d 1

AF Form 3064 Sec 01011, Para 1.5.1 1

Design Charrette Submittal Sec 01011, Para 2.10.1 1

65% Design Submittal Sec 01011, Para 2.10.3 1

95% Design Submittal Sec 01011, Para 2.10.4 1

100% Design Submittal Sec 01011, Para 2.10.5 1

Soil Compaction Test Results for Utilities and Facilities Sec 01011, Para 3.3

EMS Most Significant Environmental Aspects Awareness Form Env Cont Guide Sec 3.2 & Appendix E

EMS Awareness Training Env Cont Guide Sec 3.3 & Appendix F

Notifce of Termination Env Cont Guide 3.5 SWPP Plan 1

28 Contractor to add Submittals required within specifications or as requested.

1 Package-Provide Copies as indicated

At PreCon Meeting

At PreCon Meeting

1 Package-Provide Copies as indicated 1 Package-Provide Copies as indicated 1 Package-Provide Copies as indicated

AF FORM 66 (Computer Generated) PAGE 2 of 2

01011-1

SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION.

1.1. General. This request for quotation (RFQ) provides

for the design, plans, specifications, and abandonment of a well located within parking lot 1440. Abandonment work will include but is not limited to the submittal of the notice of intent (NOI), removal of 2 feet of casing, installing a surface seal set from two feet below the surface, and the Well Abandonment Completion Report.

1.2. Location. The project site is located on the east side

of 1st Street to the north of the intersection of 1st and Flora Streets, Davis-Monthan Air Force Base (Tucson), Arizona.

The base-approved Location and Site Plans may be made available to the Contractor upon request.

1.3. Project Programming. Government programming

requirements, classification of work, project approval levels, and funding appropriation have defined the requirement for execution of this project. The Contractor shall work the project as a whole. The Contractor shall maintain documentation to include, but not limited to, progress reports, requests for payment, change orders, modifications, and any other contractual (cost) documents for each project’s scope of the total project. All design and engineering costs shall be incorporated into this project.

1.4. Codes, Standards, and References.

1.4.1. The Davis-Monthan Air Force Base Design Compatibility Guidelines (base DCG) are incorporated by reference into the contract specifications. All provisions of the base DCG shall be complied with unless specifically deleted by the project documents.

1.4.2. Equipment, materials, assemblies, spare parts, meters, monitors, controls, and any other articles of construction that are required to communicate with, connect to, operate with, or supplement existing base systems shall be 100% compatible in installation, configuration (including software), maintenance, repair, and operation or the item will not be considered equal and will be disapproved by the Government.

1.4.3. Brand Name References: A list of brand name requirements can be found in the base DCG. All “Or Equal” material submittals shall be 100% compatible or they will be disapproved by the Government.

1.5. Design and Construction Schedule. The Contractor shall provide as part of their proposal a preliminary design and construction completion schedule for the Government’s review and approval. As a minimum, the proposed schedule shall incorporate the required milestone events as stated within the specifications sections. The Contractor shall clearly note any deviations to the suggested days as it relates to the benefit of the proposed project.

The Government will evaluate Contractor-proposed calendar days based on the best interests of the project execution and the Government’s requirements. All days listed below are calendar days and include all Contractor actions such as design, abandonment, travel, mobilization, drawing and abandonment material submittal periods, close-out, etc.

Contractor shall submit an AF Form 66, Schedule of Material Submittals; and prepare material submittals and cutsheets to be submitted with the 65% design submittal in order to allow the Government to review/approve major abandonment materials and, with the Government’s approval, order material after being given the construction NTP.

Contractor shall be given construction NTP, at the Contracting Officer’s discretion, at the time of the Correct 65%% design and notice of intent (NOI) approval to begin mobilization, site work, and abandonment.

1.5.1. Following contract award, the Contractor shall finalize their proposed design and abandonment completion schedule. The Contractor shall prepare the schedule using the AF Form 3064, Contract Progress Schedule. The Contractor shall submit for government review and approval the AF Form 3064 no later than ten (10) calendar days following issuance of the Notice to Proceed.

1.6. Project Specific Design and Construction Requirements. The Contractor shall incorporate as part of their design and include in the construction the following requirements in accordance with all regulations, requirements, and standards identified in this RFQ. The following requirements provide more detail than the generic descriptions

Parking Lot 1440

01011-2 provided in Section 1.1 of this RFQ; and are the minimum requirements that ultimately satisfy the User’s needs and wants. The Contractor shall provide a complete and usable facility based around the User’s needs and wants, and constructed in accordance and in compliance with commercial and industry standards.

1.6.1. General Requirements.

1.6.1.1. The Contractor shall provide design plans and specifications at the 65%, and Corrected 65% design milestone levels. The design shall be based on the information provided in the RFQ, any government sponsored project site visits, and additional information as shall be provided by the Government. Each design milestone level shall meet the associated design submittal requirements as stated in Part 2, Design Submittal Requirements, of this section.

1.6.1.2. All construction work shall be accomplished between the hours of 0700—1600, Monday through Friday, excluding federal holidays, unless otherwise approved in writing by the CO. If the contractor desires to work after 1600, weekends, or during federal holidays, the contractor shall submit the request to the Contracting Officer at least 2 days in advance. Each request will be considered on a case-by-case basis.

1.6.1.3. This project will require fenced screening around the entire perimeter of the site. A temporary fence shall be provided by the Contractor in accordance with paragraph 2.9. Fenced Storage Yard of Section 01010, Summary of Work.

1.6.1.4. For this project, the designer / Contractor shall document the submittal of construction project progress photographs by the construction Contractor in specification Section 01010, Summary of Work;

and in the AF Form 66, Schedule of Material Submittals. The costs of these photographs shall be included in the AF Form 3052, Construction Cost Estimate.

1.6.1.5. The contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below grade condition assessment. Use of existing condition data provided by the Government does not relieve the Contractor of liability associated with performance of work as Engineer of Record.

1.6.1.6. The project shall conform to all applicable Federal, State and local laws, regulations and base specific standards and applicable Unified Facilities Criteria (UFC). Where there is a conflict between the referenced standards the most stringent shall take precedence.

1.6.2. Demolition Requirements.

1.6.2.1. Demolition Discrepancies: In the event demolition discrepancies or omissions become apparent during demolition, the Contractor shall notify the Contracting Officer in writing, before proceeding with the work. The Project Engineer shall be responsible for correction of the discrepancy and shall furnish the necessary drawings, specifications, and other support data as required to resolve the condition to the satisfaction of the Contracting Officer. The Contractor shall further perform all work necessary to execute the correct plan. If any adjustment in cost is required, an approved change order request must be received prior to implementing the change.

1.6.2.3. Transport all waste material off base for appropriate disposal.

1.6.2.4. See Civil Requirements for additional information.

1.6.3. Civil Requirements.

1.6.3.1. Field Information. Base utility information which may be provided for this RFQ is the best information available and may be provided to assist the Contractor during the design of this project. The designer / Contractor is solely responsible for field verifying all information given. The designer / Contractor is also responsible for obtaining all information necessary to properly design and construct the project.

Information gathering during the design shall be coordinated through the Contracting Officer. Any field surveying required providing utility locations, manhole inverts, verification of existing grades and features, etc., shall be the responsibility of the designer / Contractor and shall be tied into the base surveying datum.

1.6.3.2. For this project, the designer / Contractor shall arrange for bluestaking of the site and any affected areas for the purposes of determining information applicable to, necessary for and pertinent to both the investigation and design services of this project.

01011-3

1.6.3.3. For this project, the designer / Contractor shall perform the site survey of the site and any affected areas for the purposes of determining information applicable to, necessary for and pertinent to both the investigation and design services of this project. See Section 3.1.

1.6.3.4. The contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below grade condition assessment. Use of existing condition data provided by the Air Force does not relieve the Contractor of liability associated with performance of work as Engineer of Record.

1.6.3.5. The Contractor shall perform all excavation. During excavation, materials suitable for backfilling shall be removed, segregated, stockpiled, protected and stored in a location on the site approved by the Contracting Officer; which will neither interfere with nor obstruct the User’s operations nor any other requirements, for example, fire-vehicle access. Top soil shall be removed and piled separately for use in finished grading the grounds. Unless otherwise specified on the drawings or as directed by the Contracting Officer, all excavated materials not suitable for backfill shall be removed from the site at the Contractor’s expense. Sheeting and shoring shall be done as may be necessary for the protection of the work and for the safety of the personnel.

1.6.3.6. The contractor shall be a driller licensed in the state of Arizona according to the state requirements, in accordance with Arizona Administrative Code (AAC) R12-15-816.A. Provide a copy of the well drilling license to the government.

1.6.3.7. The contractor shall submit a copy of the notice of intent (NOI) to the government prior to filing, in accordance with AAC R12-15-816.B.

1.6.3.8. Before being allowed to abandon the well, the contractor shall provide a copy of the received abandonment authorization card to the government.

1.6.3.9. The contractor shall abandon the well, located within parking lot 1440, according to AAC R12-15- 816 per the approved plans, specifications, and NOI.

1.6.3.10. The contractor shall remove the well casing to avoid impediment with the future parking lot pavement sections, not a part of this contract.

1.6.3.11. The contractor shall provide and install a surface seal starting from two feet below the surface.

1.6.3.12. The contractor shall submit a copy of the Well Abandonment Completion Report to the government prior to filing, in accordance with AAC R12-15-816.E. & AAC R12-15-816.F.

1.6.3.13. Contractor is responsible for obtaining additional acceptable fill and topsoil as required from an off Base source.

1.6.3.14. Completely fill below-grade areas and voids resulting from abandonment of structures. Use satisfactory soil materials as defined in the ASTM, consisting of stone, gravel, and sand free from debris, trash, roots, and other organic matter. Infill material to match adjacent material, as closely as possible.

1.6.3.15. Prior to placement of fill materials, ensure that areas to be filled are free of standing water, trash, and debris.

1.6.3.16. Place fill materials in horizontal layers not exceeding six inches in loose depth. Compact each layer at optimum moisture content of fill material to a density equal to original adjacent ground, but not less than 90 percent density when tested in accordance with ASTM. The Contractor shall submit the results of this test to the Contracting Officer.

1.6.3.17. After fill placement and compaction, grade surface to meet adjacent contours to provide flow to surface drainage structures.

2. DESIGN SUBMITTAL REQUIREMENTS.

2.1. Standards, Documents, and Criteria. The design requirements within Section 01011 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFQ, although not all attached to or included in this RFQ document shall be the most current version. Contractor shall be responsible for obtaining any documents not attached to or included in this RFQ but file://fbnv-fs-01pv/DavisMonthan_355FW_MSG/355msg_ces/HOME/CEP/Projects%20-%20SRMC/FY18/180013%20Demolish%20Facilities,%20Multi%20(Facs%204000,4350,4351,4352,4355)/CENM/Specs/Working%20Docs/01%20A1.3%20-%2001011%20Design%20Requirements%20(Update).docx#Project_Site_Survey

01011-4 referenced as criteria for the project. Requirements of this RFQ may add to, delete, modify, revise, or substitute to the extent indicated for criteria contained in the referenced standards and documents; and this section shall be deemed the governing authority of any changes to the other-referenced standards, documents and criteria.

2.2. Design Standards. Equipment, hardware, and materials shall be standard manufactured items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means.

Discontinued products will not be accepted unless approved by the Contracting Officer. The Davis-Monthan AFB Design Compatibility Guidelines, this RFQ, base guide specifications (if available), and all applicable codes, laws, and guidance, whether included in this RFQ or not, will govern all design and construction of this project and the Contractor shall include all code and base DCG requirements in his bid. The Contractor SHALL conform all design and construction work to the base DCG and shall assume that no waivers to the stipulations included therein shall be granted.

2.3. Design Units. This project shall be designed in English inch-pound (I-P) units.

2.4. Reference Drawings Disclaimer. Drawings which may be provided as a part of this RFQ are provided for reference only and only provide information for the Contractor’s use and incorporation into the design. Any drawings so provided shall not be considered complete and approved concept plans for this project. These drawings may be provided to give information on the types of renovations that are required to be included in the design and construction for the project, and shall be used in the design of the facility to the extent necessary to construct a complete and usable facility. These drawings may include, but are not limited to, information addressing renovation of interior spaces; installation of an exterior, split-face concrete masonry wainscot; replacement of exterior windows and doors;

installation of a standing-seam metal roof (including substructure required); replacement/installation of mechanical, plumbing and fire protection; and electrical (interior, distribution, exterior, communications, local area networks, fire detection, etc.) systems. It is the Contractor’s responsibility to ensure the finished construction meets all of the requirements of this RFQ. Drawings which may be provided as a part of this RFQ may be available in electronic file format (AutoCAD).

2.4.1. Design Examples,…