FAKZ182104 Type B3 Specifications.pdf

187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL

F-35 - Repair Refueler Parking

Specifications for the

Date: MAY 2021 Revised:

Job No: 18076/FAKZ182104 Set No:

Submittal: B-3 (100%)

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

ARCHITECTURE & INTERIOR DESIGN

1115 South Court Street | Montgomery, AL 36104

Tel. 334. 263. 5162 | WWW.SSLARCH.COM

F-35: Repair Refueler Parking 18076/FAKZ182104 Type B-3 (100%) Submittal 187th Fighter Wing, Dannelly Field ANG Montgomery, AL May 2021

TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 0102 PROJECT INFORMATION 2

01 0450 CUTTING AND PATCHING 5

01 0500 FIELD ENGINEERING 3

01 1000 SUMMARY 4

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 2300 ADDITIVE BID ITEMS 4

01 3000 ADMINISTRATIVE REQUIREMENTS 10

01 3001 SUBMITTALS 9

- AF FORM 66 SUBMITTAL REGISTER 5

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 7

01 4100 REGULATORY REQUIREMENTS 2

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 2

01 5100 01 5460

TEMPORARY UTILITIES

SAFETY AND HEALTH

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5713 TEMPORARY EROSION AND SEDIMENT CONTROL 8

01 6000 PRODUCT REQUIREMENTS 5

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 12

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 7

01 7800 CLOSEOUT SUBMITTALS 7

DIVISION 02 – EXISTING CONDITIONS

02 4100 SELECTIVE DEMOLITION 6

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 26

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 9200 JOINT SEALANTS 7

DIVISION 09 - FINISHES

09 9113 EXTERIOR PAINTING 8

DIVISION 13 - SPECIAL CONSTRUCTION

13 3419 METAL BUILDING SYSTEMS 15

DIVISION 26 ELECTRICAL

26 0100 ELECTRICAL 31

TABLE OF CONTENTS - 2

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 2

31 1001 SITE CLEARING 4

31 2210 EARTHWORK 13

- GEOTECHNICAL REPORT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1314 CEMENT CONCRETE PAVING 13

32 1720 PAVEMENT JOINT SEALANTS 5

32 3100 CANTILEVER SLIDING GATE & OPERATOR 9

32 3113 CHAIN LINK FENCES AND GATES 5

32 9219 SEEDING 4

DIVISION 33 – UTILITIES

33 1117 OUTSIDE WATER SYSTEM 6

33 4112 STORM DRAINAGE 4

PROJECT INFORMATION 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: F-35: Repair Refueler Parking, 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: 18076

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

B. Architect's Consultants:

1. Civil Engineering:

a. Gonzalez-Strength & Associates, Inc.

b. Address: 1550 Woods of Riverchase Dr., Suite 200

c. City, State, Zip: Birmingham, AL 35244

d. Phone/Fax: (205)-942-2486/(205)-942-3033

PROJECT INFORMATION 00 0102 - 2

e. Contact: Carey Daniels, PE

2. Structural Engineering

a. Blackburn, Daniels O'Barr

b. Address: PO Box 100

c. City, State, Zip: Lowndesboro, AL 36752

d. Phone/Fax:(334)-265-0208/(334)265-0207

e. Contact: Jack Daniels, PE

3. 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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

CUTTING AND PATCHING 01 0450 - 1

SECTION 01 0450 - CUTTING AND PATCHING

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements for cutting and patching.

B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1. Requirements of this Section apply to electrical installations. Refer to Division-26 Sections for other requirements and limitations applicable to cutting and patching electrical installations.

1.03 SUBMITTALS

A. Cutting and Patching Proposal: Where approval of procedures and/or phasing for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required and how it is to be performed;

indicate why it cannot be avoided.

2. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

3. List products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching is to be performed.

5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

CUTTING AND PATCHING 01 0450 - 2

B. Approval by the Contracting Officer to proceed with cutting and patching does not waive the Contracting Officer's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

B. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements:

1. Foundation construction.

2. Bearing and retaining walls.

3. Structural concrete.

4. Structural steel.

5. Structural decking.

6. Miscellaneous structural metals.

7. Equipment supports.

8. Piping, ductwork, vessels and equipment.

9. Structural systems of special construction in Division-13.

C. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems:

a. Primary operational systems and equipment.

b. Membranes and flashings.

c. Communication systems.

d. Electrical wiring systems.

CUTTING AND PATCHING 01 0450 - 3

PART 2 PRODUCTS

2.01 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials.

PART 3 EXECUTION

3.01 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.02 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.

B. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

C. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

3.03 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations.

CUTTING AND PATCHING 01 0450 - 4

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill.

4. Comply with requirements of applicable Sections of Division-2 where cutting and patching requires excavating and backfilling.

5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance.

a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat.

4. Patch, repair or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance.

3.04 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature.

CUTTING AND PATCHING 01 0450 - 5

Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition.

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FIELD ENGINEERING 01 0500 - 1

SECTION 01 0500 - FIELD ENGINEERING

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including Government Solicitation requirements and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. General: This Section specifies administrative and procedural requirements for field engineering services, including, but not necessarily limited to, the following:

B. Land Survey Work.

1.03 SUBMITTALS

A. Certificates: Submit a certificate signed by the Land Surveyor or Professional Engineer certifying that the location and elevation of improvements comply with the Contract Documents.

B. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of Sections "Submittals" and "Project Closeout".

1.04 QUALITY ASSURANCE

A. Surveyor: Engage a Registered Land Surveyor registered in the State where the project is located, to perform land surveying services required.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.01 EXAMINATION

A. The Government will identify existing control points and property line corner stakes.

B. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks before proceeding to layout the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction.

1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations.

FIELD ENGINEERING 01 0500 - 2

2. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points.

C. Establish and maintain a minimum of one permanent benchmark on the site, referenced to data established by survey control points.

1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.

D. Existing utilities and equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction.

1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer and water service piping.

3.02 PERFORMANCE

A. Working from lines and levels established by the property survey, establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to properly locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions.

1. Advise entities engaged in construction activities, of marked lines and levels provided for their use.

2. As construction proceeds, check every major element for line, level and plumb.

B. Surveyor's Log: Maintain a surveyor's log of control and other survey Work. Make this log available for reference.

1. Record deviations from required lines and levels, and advise the Contracting Officer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected.

C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means.

D. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels and control lines and levels required for mechanical and electrical Work.

FIELD ENGINEERING 01 0500 - 3

E. Existing Utilities: Verify locations of all utilities prior to commencing. Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services or other appurtenances located in, or affected by construction. Coordinate with local authorities having jurisdiction with construction.

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

PART 1 GENERAL

1.01 PROJECT DESCRIPTION

A. Project scope includes extension of an existing open air covered parking shelter to accommodate two additional parking spaces for airplane refueling vehicles. The proposed project includes the following:

1. New metal building systems to include rigid frames, portal frames, metal roof panels, and metal wall panels as indicated on the drawings.

2. New concrete foundations and ground supported floor slabs for parking of refueler vehicles under the new areas of the shelter.

3. Site paving modifications to accommodate ingress and egress to the new areas of the shelter.

4. Underground fuel containment conveyance systems to connect new parking areas to existing fuel spill containment system. Changes to the existing size or configuration of the existing fuel containment tanks are not included in the scope.

5. Extension of existing electrical systems to support new parking areas including lighting, lightning protection, and convenience receptacles.

6. Modification to existing fuel area perimeter fence as required to support proposed site layout changes.

7. Removal of existing entry gate and installation of a new cantilever sliding gate to provide easier vehicular/delivery access to the fuel area.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contractred 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 Beneficial Occupancy, this is in addition to 30 days for the punch list to be completely accomplished.

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.

SUMMARY 01 1000 - 2

B. Cooperate with the Government to minimize conflict and to facilitate the 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 the Contracting Officers Representative'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 the 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 the 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.

SUMMARY 01 1000 - 3

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.

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 the existing refueling area is fully accessible to refueling vehicles and the aircraft refueling mission can remain fully operational for the duration of the project.

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.

SUMMARY 01 1000 - 4

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 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 SUSTAINABILITY DESIGN AND ENERGY CONSERVATION:

A. The project design incorporates Sustainability Concepts to achieve optimum resource efficiency, constructability, sustainability, and energy conservation.

B. The project will not be registered with the USGBC nor will it pursue certification by a third party rating system.

C. However, the project is intended to be LEED Meritable in accordance with ANGETL 15-01-01.

D. As such, specific sustainability goals are listed in the project specifications. Contractor will be required to provide products and systems meeting the specified requirements and provide appropriate documentation during the submittal process to substantiate the product/system's ability to meet or exceed the specified requirement(s).

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

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 seperate line items for labor and materials.

2. 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 mutiple 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.

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

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

PRICE AND PAYMENT PROCEDURES 01 2000 - 2

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 wharehouses 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.

PRICE AND PAYMENT PROCEDURES 01 2000 - 3

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.

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

ADDITIVE BID ITEMS 01 2300 - 1

SECTION 01 2300 - ADDITIVE BID ITEMS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Additive Bid Items .

1.02 ACCEPTANCE OF ADDITIVE BID ITEMS

A. Bid Item quoted on Bid Forms will be reviewed and accepted or rejected at the the Government 's option in accordance with the requirements of the Solicitation Documents. Accepted Bid Item will be identified in the Government issued Contract Award.

B. Coordinate related work and modify surrounding work to integrate the Work of each Bid Item .

1.03 SUMMARY

A. Definition: A Bid Item is an amount proposed by Bidders and stated on the Bid Form for certain construction activities defined in the Solicitation that may be added to the Base Bid amount if the Government decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. The base Bid is all items shown on the the Contract Documents except items to be added back by below schedule of Bid Items.

B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Bid Item is complete and fully integrated into the project.

C. Schedule: A "Schedule of Additive Bid Items" is included at the end of this Section.

Specification Sections referenced in the Schedule contain requirements for materials and methods necessary to achieve the Work described under each Bid Item.

D. Include as part of each Bid Item, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the Bid Item.

1.04 SCHEDULE OF ADDITIVE BID ITEMS

A. Additive Bid Item No. 1: Expand POL Entrance

1. This Bid Item shall include all plant, labor, and materials for the following:

ADDITIVE BID ITEMS 01 2300 - 2

a. Installation of new Portland cement concrete paving systems where POL area connects to Perimeter road to widen entrance and make the POL area more accessible for fuel delivery vehicles.

b. Install new cantilevered sliding gate assembly including new operator, relocation of existing gate controller, and replacement/extension of gate safety loops.

c. Regrade existing grassed areas as required to accommodate required back span of new gate assembly.

d. Relocate existing pole mounted site lighting fixtures are required to accommodate new gate assembly.

e. Modify existing storm drainage systems and relocate fire hydrant as required to accommodate new paving systems.

f. Reconfigure existing POL area perimeter fencing as required to accommodate new paving and gate.

g. New cement concrete paving shall be installed in accordance with project drawings and specification section 32 1314.

h. New fencing and gate assembly shall be installed in accordance with specification sections 32 3113 and 32 3100, respectively.

i. Refer to drawings sheet A0.1 for location of work included in this additive bid item. Refer also to sheets C100, C200, and E1.1 for work included within this additive bid item.

j. If the Bid Item is not awarded, the base bid will maintain the extents of the existing concrete paving and access gate/fence in this area.

B. Additive Bid Item No. 2: Expand Parking Exit Throat

1. ThisBid Item shall include all plant, labor, and materials for the following:

a. Provide and install new cement concrete paving along East side of the site.

b. Relocate existing pole mounted site lighting fixtures are required to accommodate paving systems.

c. New cement concrete paving shall be installed in accordance with project drawings and specification section 32 1314.

d. Refer to drawings sheet A0.1 for location of work included in this additive bid item. Refer also to sheets C100, C200, and E1.1 for work included within this

ADDITIVE BID ITEMS 01 2300 - 3

additive bid item.

e. If the Bid Item is not awarded, the base bid will maintain the extents of the existing asphalt paving in this area.

C. Additive Bid Item No. 3: Expand Refueler Stand Access Throat:

1. This Bid Item shall include all plant, labor, and materials for the following:

a. Provide and install new cement concrete paving along South side of the site.

b. Relocate existing pole mounted site lighting fixtures are required to accommodate paving systems

c. New cement concrete paving shall be installed in accordance with project drawings and specification section 32 1314.

d. Refer to drawings sheet A0.1 for location of work included in this additive bid item. Refer also to sheets C100, C200, and E1.1 for work included within this additive bid item.

e. If the Bid Item is not awarded, the base bid will maintain the extents of the existing asphalt and concrete paving in this area.

D. Additive Bid Item No. 4: Expand Parking Access Throat:

1. This Bid Item shall include all plant, labor, and materials for the following:

a. Provide and install new cement concrete paving along West side of the site

b. New cement concrete paving shall be installed in accordance with project drawings and specification section 32 1314.

c. Refer to drawings sheet A0.1 for location of work included in this additive bid item. Refer also to sheets C100 and C200 for work included within this additive bid item.

d. If the Bid Item is not awarded, the base bid will maintain the extents of the existing asphalt paving in this area.

E. Additive Bid ItemNo. 5: Replace Perimeter Fence:

1. This Bid Item shall include all plant, labor, and materials for the following:

a. Demolish existing 6'-0" high chain link fencing and installation of new 7'-0" high chain link fencing along the North perimeter of the site.

ADDITIVE BID ITEMS 01 2300 - 4

b. New fencing shall be installed in accordance with specification section 32 3113.

c. Refer to drawings sheet A0.1 for location of work included in this additive bid item.

d. If the Bid Item is not awarded, the base bid will maintain the existing perimeter fence with the exception of the fence and gate required to be demolished to accomadate widening of the paving accessing Perimeter Road as indicated on the drawings.

F. Additive Bid ItemNo. 6: Replace Existing Site Lighting Luminaires:

1. This Bid Item shall include all plant, labor, and material for the following:

a. Provide and install new LED luminaires on existing lighting poles as indicatd on drawing sheet E1.1.

b. If the Bid Item is not awarded, the base bid will consist of existing luminaires to remain.

2. Where noted on E1.1 existing light poles and luminaires will be relocated to coordinate with new paving systems layout. Where relocation is required the existing pole and luminaire shall be relocated as part of the base bid and/or appropriate Bid Item. If Bid Item no. 6 is awarded, the relocated pole shall receive new LED luminaire.

PART 2 PRODUCTS - NOT USED

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

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.

1. The Contractor shall provide project manager with minimum of five years experience on projects of similar size, scope, complexity, and cost. Project manager must be a full time employee of the General Contractor. Prior to construction, the Contractor shall submit a resume of the project manager to the Government for approval.

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

1. Requests for interpretation.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

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.

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 Architect 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.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

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 the Government.

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 Governmen 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 to Proceed .

B. Attendance Required:

1. Contracting Officer Representative

2. Architect.

3. Contractor.

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a. Contractor shall be represented, in person, at the preconstruction meeting by the proposed project superintendent and the proposed project manager. Project manager shall be an employee of the General Contractor. If a third-party project management approach is utilized by the General Contractor, both the third-party project manager and a representative of the General Contractor who is authorized to make decisions regarding project scope, cost, and time shall also be in attendance, in person, at the preconstruction meeting.

4. All major sub contractors and suppliers.

5. Contracting Officer.

C. Agenda:

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

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

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.

D. Architect will record minutes and distribute copies after meeting to participants, with copies to Architect, Contract Officer Representative, 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.

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/Architect/Contractor.

1. A minimum of bi-weekly meetings should be anticipated. More frequent meetings will be scheduled as dictated by the progress and quality of work observed ongoing at the project site. Contractor's project superintendent and project manager

ADMINISTRATIVE REQUIREMENTS 01 3000 - 5

shall attend all progress meetings in person.

2. Additionally, if a third-party project management approach is utilized by the General Contractor, both the third-party project manager and a representative of the General Contractor who is authorized to make decisions regarding project scope, cost, and time shall be in attendance, in person, at a minimum of one progress meeting each month.

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 after meeting to participants, with copies to Architect, Contracting Officer Representative, 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 Beneficial Occupancy to date of Final Completion.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 6

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. Beneficial Occupancy: Indicate completion in advance of date established for Beneficial Occupancy, and allow time for the Government's administrative procedures necessary for certification of Beneficial Occupancy.

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.

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4) Partial occupancy before Beneficial Occupancy.

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, Beneficial Occupancy, 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.

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.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 8

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

ADMINISTRATIVE REQUIREMENTS 01 3000 - 9

the Government. Show existing conditions adjacent to property.

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 Beneficial Occupancy.

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

3. Provide factual presentation.

4. Provide correct exposure and focus,…