FAKZ162003 - Type B3 REVISED SPECIFICATIONS 14 JULY 2020 (SIGNED).pdf

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Properly destroy documents when no longer needed

Specifications for

Repair Electrical Distribution at the

187th Fighter Wing – Dannelly Field

Montgomery, Alabama

Revised Type B-3

Revised 100% Submittal

Date: 14 July 2020

Revised:

Job No: 15227/FAKZ162003

Set No:

Repair Electrical Distribution FAKZ162003/SSL#15227 187th Fighter Wing - Montgomery, AL Type B-3 (100% Submittal)

14 July 2020

TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

00 0102 PROJECT INFORMATION 2

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 SUMMARY 5

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 3000 ADMINISTRATIVE REQUIREMENTS 8

01 3001 SUBMITTALS 7

- AF FORM 66 4

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 6

01 4100 REGULATORY REQUIREMENTS 2

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 2

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5713 TEMPORARY EROSION AND SEDIMENT CONTROL 8

01 6000 PRODUCT REQUIREMENTS 4

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 12

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 6

01 7800 CLOSEOUT SUBMITTALS 6

DIVISION 02 – EXISTING CONDITIONS

02 2600 SUBSURFACE CROSSING 6

02 6200 EXISTING UTILITIES 1

DIVISION 26 - ELECTRICAL

26 0075 ELECTRICAL IDENTIFICATION 6

26 0100 ELECTRICAL 27

26 0122 UNDERGROUND UTILITY DUCT 4

26 0124 MEDIUM-VOLTAGE CABLES 6

26 0211 ELECTRICITY METERING 11

26 0271 MEDIUM VOLTAGE TRANSFORMERS 7

26 0272 MEDIUM VOLTAGE, PAD MOUNTED SWITCHGEAR 18

260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY 10

260574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY 7

26 5619 LED EXTERIOR LIGHTING 9

DIVISION 31 - EARTHWORK

31 2210 EARTHWORK 11

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 11

32 9219 SEEDING 4

PROJECT INFORMATION 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Repair Electrical Distribution, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ162003.

C. Architect's Project Number: 15227

D. The Owner, hereinafter referred to as The Government

E. Government's Representatives & Titles:

1. Contracting Officer (CO): Mr. Stephen Shanks

2. Contracting Officer Representative (COR): Major Adam Sanders, Base Civil

Engineer

3. Alternate COR: Captain Nathan Brock, Deputy Base Civil Engineer

1.02 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Architect: Seay Seay & Litchfield, P.C..

1. Address: 1115 South Court Street.

2. City, State, Zip: Montgomery, AL 36104.

3. Phone/Fax: 334-263-5162, 334-263-5170.

4. Project Manager: David Donovan, AIA, LEED AP

5. Principal-in-Charge: Wes R. Osmer, AIA, LEED AP

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDonough St..

c. City, State, Zip: Montgomery, AL, 36104.

d. Phone/Fax: 334-262-7307 / 334-262-7309.

e. Contact: Steve Green - Pat Moseley

2. Electrical Engineering:

a. Gunn & Associates, P.E.

b. Address: 3102 Highway 14

c. City, State, Zip: Millbrook, AL 36054

d. Phone/Fax: 334-285-1273 / 334 285-1274

e. Contact: Barry Gravlee, P.E.

PROJECT INFORMATION 00 0102 - 2

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

1.01 PROJECT DESCRIPTION

A. Project scope includes removal of existing overhead electrical distribution line and support structures and installation of new underground electrical distribution systems.

The proposed project includes the following:

1. Demolition of existing overhead electrical distribution lines and support structures as indicated on the drawings.

2. Installation of new underground electrical distribution systems by direct bore method as indicated on the drawings.

3. Installation of new sectionalizing cabinets, pad mounted transformers, pad-mounted switches, and other above grade structures where indicated on the drawings.

4. Modifications to existing primary electrical service entrances to various buildings on based to coordinate with new electrical distribution systems where indicated on the drawings.

5. Replacement of service entrance panelboards where shown on the drawings.

6. Removal of existing pole mounted street lighting and installation of new street and parking lot lighting systems.

7. Installation of new luminaires on existing poles to provide flight line security lighting.

8. Minor site repair work to return disturbed areas to pre-work conditions including repair/replacement of concrete curbs and gutter, repair/replacement of paving systems, and installation of grass seed/sod.

9. Installation of secondary service metering at all electrical service points and providing metering reporting software for new metering.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based upon the terms and conditions as set forth by the Federal Acquisition Regulations (FAR) included in the solicitation.

1.03 CONTRACT DURATION:

A. 270 calendar days from notice to proceed to substantial completion, this is in addition to 30 days for the punch list to be completely accomplished.

SUMMARY 01 1000 - 2

1.04 GOVERNMENT OCCUPANCY

A. The Government intends to occupy all facilities effected by the proposed scope of work during the duration of the Construction.

B. Cooperate with Government to minimize conflict and to facilitate Government's operations.

1.05 CONTRACTOR USE OF SITE & OTHER MISCELLANEOUS PROVISIONS

A. Use of Site:

1. Construction Operations: Limited to areas noted on Drawings.

2. The space available to the contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the project, is as per the Government's approval.

3. Other areas are off limits to all construction personnel

4. Access to site will be limited; obtain Government's approval of proposed routes of access.

B. Provide access to and from site and all facilities effected by the scope of work as required by law and by Government:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, parking lots, drives, or other public ways without permit.

3. Promptly remove mud, dirt, debris, etc. from sidewalks, streets, and public right-of-way during construction as it occurs.

4. Coordinate site lay down and storage areas with Government's operations.

5. Construction operations are not to affect any of the ongoing operations thought the site and/or adjacent sites. Construction equipment is not to be attached to, or swing over existing buildings to remain, public areas, occupied buildings or parking lots, right-of-ways, etc.

C. Site Storage & Protection:

1. Storage areas on site are very minimal and will be limited to materials that are to be immediately used in the progress of the work. If additional storage is required, then Contractor shall secure and be responsible to pay for such off site storage in a fully bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

2. Existing building spaces may not be used for storage.

3. Provide secure temporary barricades, fencing, etc. as required to separate the public from construction operations. Compliant safety and/or warning signage is to be provided as well in conjunction with fencing and barricades. Contractor is solely responsible for site safety and shall provide any barriers, fences, or other barricades deemed necessary to protect the public while also protecting contractor's materials and equipment from theft, vandalism or other damages.

SUMMARY 01 1000 - 3

D. Comply with the Government's security requirements - refer to specification section 01 3553 - Security Procedures

1.06 PHASING OF THE WORK

A. The work of this project shall be completed in one phase. However, the Contractor shall coordinate the work as required to ensure existing base infrastructure systems are maintained fully operational throughout the entirety of the construction duration. Refer to drawing sheet E0.1 for addtional requirements.

B. Contractor shall coordinate with Base personnel for moving of existing equipment to remain and all required security protocols required during the construction duration.

1.07 PERMITS, FEES AND NOTICES

A. Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses, and inspections necessary for proper execution and completion of the Work which are customarily secured after award of the Construction Contract and which are in effect on the date of receipt of bids.

1. City of Montgomery Building Permit will not be required.

B. The Contractor shall comply with and give notices required by all laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work.

1.08 UTILITY OUTAGES AND SHUTDOWN

A. All electrical and communication shut downs shall be performed on a non-working day for the Government (Saturday, Sunday, Monday, or Holidays) unless specifically approved by the base Civil Engineer.

B. Limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with the Government.

C. Prevent accidental disruption of utility services to other facilities.

D. The Contractor shall be responsible for and shall protect existing utilities. Where existing utilities are interrupted, damaged, or taken offline for connection to other facilities, or are taken out of service for any reason associated with the Work, the Contractor shall work expeditiously and continuously (including through meals and around the clock) to return the utility to service as soon as possible. Where the Contractor plans to remove existing utilities from service with the prior written approval of the utility and the Government, the Contractor shall coordinate with base civil engineering, base contracting, and the users of all of the facilities affected by the temporary loss of service.

E. Any adjustments (temporary or otherwise), protection, support, removal, relocation, or repairs, etc. to utilities shall be performed by the Contractor at no additional cost to the

SUMMARY 01 1000 - 4

Government. If applicable, the Contractor shall coordinate with the utility company for adjustments, protection, support, removal, relocation, or repairs to existing utilities.

Any work required by the utility shall be provided at the expense of the Contractor.

Alternatively, if the utility desires, such activity shall be performed by the Contractor at his expense in a manner meeting the approval of the utility.

1.09 LAYING OUT THE WORK:

A. Project includes installation of devices for both current needs of the 187th Fighter Wing and proposed future needs. Contractor must locate all new structures in the Northing and Easting coordinates listed on the drawings in accordance with the State Plane Coordinate system. Additionally, all structures shall be located with top of pad elevations as listed on the drawings.

B. Upon completion of the work, the Government, with assistance from the professional land surveyors at Professional Engineering Consultants in Montgomery, AL, will verify all structures are installed in accordance with the coordinates and elevations listed on the drawings. Any structures identified as not being located in accordance with the coordinates and elevations listed on the drawings will be removed, relocated, and/or replaced at no Additional Cost to the Government.

C. Contractor is responsible for coordination of all new borings with the existing sub-surface utilities. Contractor shall hire a professional line locator to locate all lines in areas of proposed new borings and coordinate boring depths/routing with all existing sub-surface utilities.

D. Boring profiles in critical areas are provided on the drawings to coordinate new boring depths with known existing subsurface utilities as well as future proposed sub-surface utilities. Where boring profiles are indicated on the drawings the Contractor shall install new bores in accordance with the bore profiles without exception. If unknown sub-surface utilities require changes to bore profiles included on the drawings in critical areas, the Contractor shall notify the Government and receive written instruction prior to deviating from bore profiles indicated.

E. Where boring is required and no boring profiles are shown, new boring profile shall be as determined by the Contractor to coordinate with existing subsurface utilities.

Maintain a minimum of 4' depth on all new borings.

F. Any damage to existing subsurface utilities as a result of the work required by the Contract shall be repaired immediately at no additional cost to the Government.

1.10 AS BUILT DOCUMENTATION:

A. The Contractor shall furnish to the Government complete as-built documentation of all new sub-surface utilities installed as a part of this project. As-built documentation shall include the following items at a minimum:

1. Site plan showing exact routing of all new utilities in AutoCAD (.dwg) format.

Utility locations/routing shall be produced using GPS tracking of the directional

SUMMARY 01 1000 - 5

bore drill head. Easting and Northing coordinates shall be recorded and listed on the as-built drawings for every 10' of travel and at both ends of bore radii that are 50' or less.

2. As-Built documentation shall also include the depth of the bore at each of the coordinates described above. Contractor shall provide bore profiles of all new utilities and indicate depth of the bore at each coordinate recorded.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Sum and Contract Time.

C. Procedures for preparation and submittal of application for final payment.

1.02 SCHEDULE OF VALUES

A. Form to be used: Government's Approved Form.

B. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify bonds and insurance.

1. Provide separate line items for labor and materials.

2. Provide separate line items for service laterals to each facility included in the proposed scope of work.

3. Provide separate line items corresponding to drawing page numbers for primary ductback installation.

4. Provide separate line items for installation of new ductbank by open trench versus direct bore method.

5. Provide additional line items when requested by the Government to allow review and approval of monthly pay requests.

C. Revise schedule to list approved Change Orders, with each Application For Payment.

1. Change Orders should be listed as separate line items included at the end of the schedule of values.

2. When a Change Order includes multiple items of work, each item of work shall be listed as a separate line item with the approximate percentage complete for each scope of work listed.

D. Submit schedule of values within the timeframe outlined in the Solicitation.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Comply with all requirements of the Solicitation Documents. Additional requirements/explanations are listed below.

B. Form to be used: Government's Approved Forms.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to The Government for approval.

PRICE AND PAYMENT PROCEDURES 01 2000 - 2

D. Forms filled out by hand will not be accepted.

E. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Stored Materials

7. Authorized Change Orders.

8. Total Completed and Stored to Date of Application.

9. Percentage of Completion.

10. Balance to Finish.

11. Retainage.

F. Execute certification by signature of authorized officer.

G. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

1. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work.

H. Include the following with the application:

1. Transmittal letter as specified for Submittals in Section 01 3000.

2. Construction progress schedule, revised and current as specified in Section 01

3000.

3. Current construction photographs specified in Section 01 3000.

4. Affidavits attesting to off-site stored products.

5. Certificates of insurance for insured warehouses where any off-site stored products are being held as well as invoices and photographs of materials being stored off-site.

1.04 MODIFICATION PROCEDURES

A. Comply with all requirements of the Solicitation.

B. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

C. Do not proceed with work associated with a modification prior to final execution of modification by Contracting Officer.

D. Following execution of modification by the Contracting Officer, promptly:

1. Revised application of payment forms to record each authorized modification as a separate line item and adjust the Contract Price.

2. Revise progress schedules to reflect and change in Contract Time.

3. Enter changes in Project Record Documents.

PRICE AND PAYMENT PROCEDURES 01 2000 - 3

1.05 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B. Comply with all requirements of the Solicitation.

C. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 7000.

2. All stipulated requirements stated in the Solicitation.

PART 2 PRODUCTS - NOT USED

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

1.01 SECTION INCLUDES

A. Electronic document submittal service.

B. Superintendent Requirements

C. Preconstruction meeting.

D. Progress meetings.

E. Construction progress schedule.

F. Progress photographs.

G. Coordination drawings.

H. Number of copies of submittals.

I. Submittal procedures.

J. Contracting Manpower Reporting (CRM)

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary:

B. Section 01 7000 - Execution and Closeout Requirements

C. Section 01 7800 - Closeout Submittals

1.03 PROJECT COORDINATION

A. Project Coordinator: Contractor's Project Manager is responsible for overall project coordination.

B. Make the following types of submittals to Contract Officer Representative through the Project Coordinator:

1. Requests for interpretation.

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

10. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.

1. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. Contractor and The Government are required to use this service.

3. It is Contractor's responsibility to submit documents in PDF format.

4. Subcontractors, suppliers, and Architect's consultants are to be permitted to use the service at no extra charge.

5. Users of the service need an email address, Internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.

6. Paper document transmittals will not be reviewed; emailed PDF documents will not be reviewed.

7. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

B. Submittal Service: The selected service is:

1. Newforma Project Cloud: www.newformaprojectcloud.com/#sle.

C. Cost: The Architect will, for the duration of the project, host the project on their Newforma Info Exchange Server at no Cost.

D. Orientation to the software is available on Newforma.com or Newformant.com.

E. Project Closeout: Architect will determine when to terminate the service for the project and is responsible for obtaining archive copies of files for Government.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

3.02 SUPERINTENDENT REQUIREMENTS:

A. General Contractor shall designate a project superintendent to be on site and in charge of the work for the duration of the project.

B. The Superintendent shall have experience in supervising and executing a minimum of 5 projects of similar scope and complexity.

C. Submit proposed superintendent's resume to Contracting Officer for approval prior to commencing on-site activities.

D. Superintendent shall be equipped with a cellular device capable of placing phone calls and responding to electronic mail communication.

E. Superintendent's cellular phone number will be used by the Government as the primary method of communication between the Contractor and the Government.

3.03 PRECONSTRUCTION MEETING

A. Project Coordinator will schedule a meeting after Notice of Award.

B. Contractor will schedule a meeting after notice to proceed.

C. Attendance Required:

1. Government.

2. Architect.

3. Contractor.

4. All major sub contractors and suppliers.

5. Contracting Officer.

D. Agenda:

1. Submission of list of Subcontractors, schedule of values, and progress schedule.

2. Designation of personnel representing the parties to Contract and Architect.

3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

4. Scheduling.

5. Use of "Newforma" online web application for RFI, submittals, etc... Refer to section 01 3001 for additional information.

E. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Government, Contracting Officer, participants, and those affected by decisions made.

3.04 PROGRESS MEETINGS

A. Contractor shall make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

B. Project Coordinator will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 4

C. Attendance Required: Job superintendent, Contractor's Project Manager, Contracting Officer, Contracting Officer Representative, Architect, and major Subcontractors/Suppliers when necessary/requested by the Government/Contractor.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

11. Review of modifications to project record documents documenting changes made on site since previous progress meeting.

12. Other business relating to Work.

E. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Government, Contracting Officer, and Contractor. Contractor will be responsible for distributing minutes to suppliers/SubContractor and those affected by decisions made.

3.05 CONSTRUCTION PROGRESS SCHEDULE

A. Submit proposed project schedule as outlined in the Contract Documents.

B. General Requirements:

1. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion to date of Final Completion.

2. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

a. Activity Duration: Define activities so no activity is longer than twenty days, unless specifically allowed by The Government.

b. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

c. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

d. Startup and Testing Time: Include not less than seven days for startup and testing.

e. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for The Government's

ADMINISTRATIVE REQUIREMENTS 01 3000 - 5

administrative procedures necessary for certification of Substantial Completion.

3. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

a. Phasing: Arrange list of activities on schedule by phase.

b. Work by The Government: Include a separate activity for each portion of the

Work performed by The Government.

c. Products Ordered in Advance: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

d. Government-Furnished Products: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

e. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Limitations of continued occupancies.

3) Uninterruptible services.

4) Partial occupancy before Substantial Completion.

5) Use of premises restrictions.

6) Provisions for future construction.

7) Seasonal variations.

8) Environmental control.

4. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, review inspections by review agencies, Substantial Completion, and Final Completion.

5. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

a. Refer to Division 1 Section "Payment Procedures" for cost reporting and payment procedures.

6. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.

C. Gantt-Chart Schedule:

1. Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within thirty days of date established fromthe Notice to Proceed . Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

2. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

a. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in ten percent increments within time bar.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 6

D. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

E. Distribution: Distribute copies of approved schedule to the Government, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

3.06 REPORTS

A. Daily Construction Reports: Prepare a daily construction report submit via Newforma to all required parties by noon of the following work day, recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. High and low temperatures and general weather conditions.

5. Accidents.

6. Meetings and significant decisions.

7. Unusual events (refer to special reports).

8. Stoppages, delays, shortages, and losses.

9. Orders and requests of authorities having jurisdiction.

10. Applicable photographs, noting location and condition.

3.07 PRE-CONSTRUCTION PHOTOGRAPHS

A. Before starting construction, take one hundred color photographs and digital video recording of Project site and affected right-of-ways and surrounding properties and interior existing photos of affected areas from different vantage points, as directed by The Government. Show existing conditions adjacent to property.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 7

3.08 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Photography Type: Digital; electronic files.

C. Provide photographs of construction throughout progress of Work produced by an experienced photographer, who can also be an employee of the contractor, acceptable to The Government.

D. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.

2. Excavations in progress.

3. Foundations in progress and upon completion.

4. Structural framing in progress and upon completion.

5. Enclosure of building, upon completion.

6. Final completion, minimum of ten (10) photos.

E. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until Date of Substantial Completion.

2. Consult with The Government for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

F. Digital Photographs: 24 bit color, minimum resolution of 1600 by 1200 ("2 megapixel"), in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via Newforma.

2. File Naming: Include project identification, date and time of view, and view identification.

3.09 SUBMITTALS

A. See section 01 3001 - Submittals.

3.10 CONTRACTOR MANPOWER REPORTING (CRM)

A. The Contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for AIR FORCE collection site. The contractor is required to completely fill in all required data fields using the following web ad-dress : <http://www.ecmra.mil/> .

1. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk at <http://www.ecmra.mil/>.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 8

2. Unit Identification Code (UIC) for the Requiring Activity: As per the direction of the Contracting Officer

3. Issuing Office DoDAAC: W912JA

SUBMITTALS 01 3001 - 1

SECTION 01 3001 - SUBMITTALS

PART I - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Preparing and processing of submittals for review and action.

2. Preparing and processing of informational submittals.

B. Submit the following for the Contracting Officer's review and action:

1. Shop drawings.

2. Structural design information required by the contract documents.

3. Product data.

4. Samples.

5. Submittals indicated as "for approval."

6. Submittals for which procedures are not defined elsewhere.

7. Submittal register.

C. Submit the following as informational submittals:

1. Certificates.

2. Coordination drawings.

3. Reports.

4. Qualification statements for manufacturers/installers.

5. Submittals indicated as "for information only."

D. Specific submittals required are described in individual sections.

E. Related Sections: The following are specified elsewhere in Division 1:

1. Product submittals:

a. Product option submittals.

b. Requests for substitution.

c. Operating and maintenance data.

d. Warranties.

e. Maintenance materials and tools.

2. Contract closeout submittals:

a. Equipment and systems demonstration reports.

b. Request for determination of substantial completion.

c. Certificate of occupancy.

d. Project record documents.

e. Bonds.

SUBMITTALS 01 3001 - 2

1.02 DEFINITIONS

A. Shop Drawings: See General Conditions.

1. Shop drawings also include:

a. Product data specifically prepared for this project.

b. Shop or plant inspection and test reports, when made on specific materials, products, or systems to be used in the work.

B. Product Data: See General Conditions.

1. Product data submittals also include:

a. Performance curves, when issued by the manufacturer for all products of that type.

b. Selection data showing standard colors.

c. Wiring diagrams, when standard for all products of that type.

C. Samples: See General Conditions.

D. Informational Submittals: Submittals identified in the contract documents as to be submitted for information only.

1.03 FORM OF SUBMITTALS

A. Use AF Form 3000 as the only acceptable form of approval and transmittal.

1. Transmit submittal data (including AF Form 3000) electronically. The Architect will provide and maintain an online website electrical submittal database for access by the Government, Contractor, and Architect.

2. Paper format submittals will not be accepted except where specifically approved by the Government prior to submission.

3. Use of Architect's "Newforma" Website Application:

a. General Contractor shall use Architect’s website software Newforma with access provided by the Architect to conduct all submittal reviews in electronic format.

b. All recordkeeping, date stamping, access controls, shall be accomplished and managed by the contractor with access given to the entire project team.

c. The software is capable of the following:

1) Markups & notations- marked electronically,

2) Sending submittals - Instant transfer, no maximum size

3) Logging & tracking,

4) Automatic reminders of outstanding items,

5) Central list of all required submittals for project team to work from,

6) Access for all team members to monitor submittal status & progress,

7) Clear version history with record of changes at each step.

d. Contractor shall be responsible for any scanning required to upload PDFs.

1) All submittals must bear the stamp of the General Contractor indicating that the General Contractor's personnel have reviewed the submittal for compliance with project requirements prior to uploading the submittal to "Newforma."

SUBMITTALS 01 3001 - 3

e. Orientation to the software is available on Newforma.com or Newformant.com.

4. In addition, all RFIs, proposals, pay requests, action items, and electronic document management will be handled thru the Newforma Info Exchange site.

B. Physical samples: 3 sets of each.

1. 1 set will be returned.

2. Physical samples shall be sent via mail, overnight delivery, or courier at the

Contractor's discretion but be logged into "Newforma" by the Contractor for tracking and reference.

3. If additional sets are needed by other entities involved in work represented by the samples, submit with original submittal.

4. Copies in excess of the number requested will not be returned.

C. Submittals for Operation & Maintenance:

1. Provide all submittal data for operation & maintenance in electronic format.

2. In addition to the electronic format, provide two copies of original warranty documentation for all specified warranties.

a. Warranty documentation to be 3-hole punched and bound together in a 3 ring binder.

b. Warranty documentation should be tabbed and organized by specification section.

1.04 COORDINATION OF SUBMITTALS

A. Coordinate submittals and activities that must be performed in sequence, so that the Contracting Officer and Base Civil Engineer have enough information to properly review the submittals.

B. Coordinate submittals of different types for the same product or system so that the Contracting Officer and Base Civil Engineer have enough information to properly review each submittal.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 TIMING OF SUBMITTALS

A. Transmit each submittal at or before the time indicated on the approved schedule of submittals.

1. Prepare and submit for approval a schedule showing the required dates of submittal of all submittals.

2. Organize the schedule by the applicable specification section number.

3. Incorporate the contractor's construction schedule specified elsewhere.

SUBMITTALS 01 3001 - 4

4. Incorporate the quality control activities schedule specified elsewhere.

5. Submit within 15 days after commencement of the work.

6. Revise and resubmit the schedule for approval when requested.

B. Deliver each submittal requiring approval in time to allow for adequate review and processing time, including resubmittals if necessary; failure of the contractor in this respect will not be considered as grounds for an extension of the contract time.

C. Deliver each informational submittal prior to start of the work involved, unless the submittal is of a type which cannot be prepared until after completion of the work;

submit promptly.

D. If a submittal must be processed within a certain time in order to maintain the progress of the work, state so clearly on the submittal.

E. If a submittal must be delayed for coordination with other submittals not yet submitted, the Contracting Officer may either return the submittal with no action or notify the contractor of the other submittals which must be received before the submittal can be reviewed.

3.02 SUBMITTAL PROCEDURES - GENERAL

A. Contractor Review: Sign each copy of each submittal certifying compliance with the requirements of the contract documents.

B. Notify the Contracting Officer, in writing and at time of submittal, of all points upon which the submittal does not conform to the requirements of the contract documents, if any.

C. Do not commence work which requires review of any submittals until receipt of returned submittals with an acceptable action.

D. Do not allow submittals without an acceptable action marking to be used for the project.

E. Do not submit substitute items that have not been approved by means of the procedure specified elsewhere.

F. Do not include requests for substitution (either direct or indirect) on submittals;

comply with procedures for substitutions specified elsewhere.

G. Preparation of Submittals:

1. Label each copy of each submittal, with the following information:

a. Project name.

b. Date of submittal.

c. Contractor's name and address.

d. Architect's name and address.

e. Subcontractor's name and address.

f. Supplier's name and address.

g. Manufacturer's name.

h. Specification section where the submittal is specified.

i. Numbers of applicable drawings and details.

SUBMITTALS 01 3001 - 5

j. Other necessary identifying information.

k. Indicate whether manufacturer or other source is listed on the Government's preferred vendor list.

l. Use AF Form 3000 for the approval of submittal.

2. Pack submittals suitably for shipment.

3. Submittals to receive Contracting Officer's action marking: Provide blank space on the label or on the submittal itself for action marking; minimum 4 inches wide by 5 inches high.

H. Transmittal of Submittals:

1. Submit all submittals to the Government.

2. Submittals will be accepted from the contractor only. Submittals received from other entities will be returned without review or action.

3. Submittals received without a transmittal form will be returned without review or action.

a. Project name.

b. Submittal date.

c. Transmittal number.

d. Specification section number.

e. To:

f. From:

g. Contractor's name.

h. Subcontractor's and supplier's names.

i. Manufacturer's name.

j. Submittal type (shop drawing, product data, sample, informational submittal).

k. Description of submittal.

l. Records of distribution.

m. Action marking.

n. Comments.

4. Fill out a separate transmittal form for each submittal; also include the following:

a. Other relevant information.

b. Requests for additional information.

I. NOTE ADDITIONAL INFORMATION ON RESUBMITTALS. In the event a re-submittal is required one re-submittal will be processed at no charge to the contractor.

3.03 SHOP DRAWINGS

A. Content: Include the following information:

1. Dimensions, at accurate scale.

2. All field measurements that have been taken, at accurate scale.

3. Names of specific products and materials used.

4. Details, identified by contract document sheet and detail numbers.

5. Show compliance with the specific standards referenced.

6. Coordination requirements; show relationship to adjacent or critical work.

SUBMITTALS 01 3001 - 6

7. Name of preparing firm.

B. Preparation:

1. Reproductions of contract documents are not acceptable as shop drawings.

2. Copies of standard printed documents are not acceptable as shop drawings.

3. Identify as indicated for all submittals.

4. Space for Contracting Officer's action marking shall be adjacent to the title block.

3.04 PRODUCT DATA

A. When product data submittals are prepared specifically for this project (in the absence of standard printed information) submit such information as shop drawings and not as product data submittals.

B. Content:

1. Submit manufacturer's standard printed data sheets.

2. Identify the particular product being submitted; submit only pertinent pages.

3. Show compliance with properties specified.

4. Identify which options and accessories are applicable.

5. Include recommendations for application and use.

6. Show compliance with the specific standards referenced.

7. Show compliance with specified testing agency listings; show the limitations of their labels or seals, if any.

8. Identify dimensions which have been verified by field measurement.

9. Show special coordination requirements for the product.

3.05 SAMPLES

A. Samples:

1. Provide samples that are the same as proposed product.

B. Preparation:

1. Attach a description to each sample.

2. Attach name of manufacturer or source to each sample.

3. Where compliance with specified properties is required, attach documentation showing compliance.

4. Where there are limitations in availability, delivery, or other similar characteristics, attach description of such limitations.

3.06 REVIEW OF SUBMITTALS

A. Submittals for approval will be reviewed, marked with appropriate action, and returned.

B. Informational submittals: Submittals will be reviewed.

1. "X" action: No action taken.

2. "Not Approved" action: Revise the submittal or prepare a new submittal complying with the comments made.

SUBMITTALS 01 3001 - 7

3.07 RETURN, RESUBMITTAL, AND DISTRIBUTION

A. Contractors may pick up submittals from Base Civil Engineer’s office.

B. Perform resubmittals in the same manner as original submittals; indicate all changes other than those requested by the Contracting Officer.

C. Distribution:

1. Distribute returned submittals to all subcontractors and suppliers involved in work covered by the submittal.

2. Record distribution on transmittal form.

3.08 SUBMITTAL REGISTER

A. Contractor to provide a register of submittals required under this contract. Register to include information as shown in sample register at the end of this section.

Division 1 - General Requirments

1 Section 01 2000, Price and Payment Procedures, Schedule of Values D NTP + 21 DAYS

2 Section 01 3000, Administrative Requirements, CRM Reporting D NTP + 21 DAYS

3 Section 01 4000, Quality Requirments, Testing Agency Qualifications D NTP + 21 DAYS

Section 01 5713, Temporary Erosion and Sediment Control, Erosion Control Plan

D NTP + 21 DAYS

5 Section 01 5713, Temporary Erosion and Sediment Control, Mill Certificate D NTP + 21 DAYS

6 Section 01 5713, Temporary Erosion and Sediment Control, Inspection Reports D NTP + 21 DAYS

Section 01 7419, Construction Waste Management and Disposal, Waste Management Plan

D NTP + 21 DAYS

Section 01 7419, Construction Waste Management and Disposal, Waste Disposal Report

D NTP + 21 DAYS

9 Section 01 7800, Closeout Submittals, Project Record Drawings 3

END OF

CONTRACT

10 Section 01 7800, Closeout Submittals, Project Record Specifications 3

END OF

CONTRACT

11 Section 01 7800, Closeout Submittals, Project Record Addenda 3

END OF

CONTRACT

12 Section 01 7800, Closeout Submittals, Project Record Change Orders 3

END OF

CONTRACT

Section 01 7800, Closeout Submittals, Project Record Reviewed Shop Drawings

END OF

CONTRACT

Section 01 7800, Closeout Submittals, Project Record Manufacturer's Installation Instructions

END OF

CONTRACT

Section 01 7800, Closeout Submittals, Project Record Operation & Maintenance Data

END OF

CONTRACT

Section 01 7800, Closeout Submittals, Project Record Care & Maintenance Data

END OF

CONTRACT

17 Section 01 7800, Closeout Submittals, Project Warranties & Bonds 3

END OF

CONTRACT

18 Section 01 7800, Closeout Submittals, Project Attic Stock/Extra Materials

END OF

CONTRACT

Quantity per specific specification sections

19 Division 2 - Existing Conditions - NA

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20 Division 3 - Concrete - NA

21 Division 4 - Masonry - NA

22 Division 5 - Metals - NA

23 Division 6 - Wood, Plastics, and Composites - NA

24 Division 7 - Thermal & Moisture Protection - NA

25 Division 8 - Openings - NA

26 Division 9 - Finishes - NA

27 Division 10 - Specialties - NA

28 Division 11 - Equipment - NA

29 Division 12 - Furnishings - NA

30 Division 21 - Fire Protection - NA

31 Division 22 - Plumbing - NA

32 Division 23 - Heating, Ventilating, & Air Conditioning (HVAC) -NA

33 Division 26 - Electrical

Section 16 0750, Electrical Identification, Product Data

D NTP + 21 DAYS

Section 16 0750, Electrical Identification, Identification Schedule

D NTP + 21 DAYS

Section 16 0750, Electrical Identification, Samples

3 NTP + 21 DAYS

Section 26 0100, Electrical, Product Data

D NTP + 21 DAYS

Section 26 0100, Electrical, Electrical Room Drawings

D NTP + 21 DAYS

Section 26 0211, Electricity Metering, Product Data

D NTP + 21 DAYS

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