ANK New Fuel Farm - Addendum No. 2_2.17.25.pdf

Salida Airport – Harriet Alexander field

ANK New Fuel Farm Dibble Project No: 1019401.08

Sponsor Project No: TBD

ANK New Fuel Farm Addendum No. 2 Page 1

ADDENDUM No. 2

February 17, 2025

TO ALL PROSPECTIVE OFFERORS RESPONDING TO INVITATION FOR BID FOR CONSTRUCTION

OF THE NEW FUEL FARM project at the Salida Airport – Harriet Alexander Field, as outlined in the aforementioned Invitation For Bids (IFB) published on the Rocky Mountain E-Purchasing System https://www.bidnetdirect.com/public/solicitations/4942092312/abstract on January 23rd, 2025.

I. General

1. The Bidders are made aware that they must acknowledge receipt of all

Addenda (within the Contract Documents, Division I, Page B-2) as part of the bid submittal process. The Bidding Documents and subsequent addenda will be made available through BidNet Direct.

2. All bids must be received electronically through BidNet Direct prior to 2:00 PM (MT) on

Tuesday, February 25th, 2025.

3. TAX EXEMPTION: Article No. 18, on page CA-7 of the Contract Agreement with Chaffe

County, the City of Salida and Harrier Alexander Field – Salida Airport states:

Contractor acknowledges and understands that all materials, products and supplies used or consumed on the Project are exempt from state and local sales and use taxes and that such sales and use taxes shall not be included in any applications for payment. Contractor further acknowledges receipt of the County’s tax-exempt number for itself and all subcontractors and material suppliers associated with the Project

This article is binding and supersedes all other references to sales tax obligations for this project.

II. Changes to the Contract Documents:

1. Division II Special Provisions, REMOVE ENTIRE DIVISION and REPLACE with the revised Special Provisions, pages SP-i through SP-30. These are attached to this Addendum.

https://nam02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.bidnetdirect.com%2Fpublic%2Fsolicitations%2F4942092312%2Fabstract&data=05%7C02%7Cjohn.cessar%40dibblecorp.com%7C64c42b80c65c4945c37308dd3c9162a8%7Ce978d1e4af314393aa9f7e93edc74670%7C0%7C0%7C638733317306405606%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=B3PF08YXuPHBOffbLlEgFQ6apedYc06fodlINTNXk5U%3D&reserved=0 john.cessar Image john.cessar Text Box 02/17/25

ANK New Fuel Farm Addendum No. 2 Page 2

III. Contractor’s Questions:

Question 1: Federal Wage Determination – The specs reference a Federal Wage Determination but there are no rates outlined. Is this a Davis Bacon project? If so, can we have those rates made clear?

Response: This is not a federally funded project. Federal prevailing wage rates do not apply.

Question 2: QA Testing - Who will the contractor be using for QA testing?

Response: The QA testing firm for this project has not yet been determined.

Question 3: Concrete Apron – Line Item #14 references SP-70.01.01 for PCC Pavement. I can’t find that in the specs. Is P-610 acceptable for the concrete apron section?

Response: See revised Division II Special Provisions attached to this addendum for PCCP pavement requirements.

Question 4: Colorado State Oil Design Review – Did the design team share the plans with Colorado State Oil to see in concept if the design is approved?

Response: In accordance with the Colorado Department of Labor and Public Safety, Division of Oil and Public Safety (OPS), Storage Tank Regulations Section 3-2-3 “Application for Permit for Aboveground Storage Tank (AST)s,” an application must be submitted to OPS and approved before beginning construction. The contractor will be responsible for submitting this permit application and paying all fees associated with permitting and initial registration of the tanks/fuel system. Tank permitting/registration includes but is not limited to the following:

• An OPS Installation Permit

• Local Fire Department Notification of the Installation

• An Installation Inspection Request

• Payment of the installation application/inspection fee

• Documentation of secondary tightness testing

• Registration within 30 days of putting regulated substances into the tanks

It is the contractor’s responsibility to apply and pay for all associated local, state and federal permits that may be required to construct the ANK New Fuel Farm. These costs are incidental to the project and should be accounted for at the time of bid.

Question 5: Phase Completion Clarification - Regarding the 90 calendar days allowed to complete Phase 2 – New Fuel Farm Storage and Delivery Infrastructure:

Does the 90-day period commence after Phase 1A (45 days) and Phase 1B (30 days) are complete, or does the 90 days commence from NTP? Our experience provides lead times of 18-20 weeks for fuel storage tanks such as the tanks spec’d for this project, and procurement of the tanks may prohibit completion of Phase 2 within 90 days if the Phase 2 clock starts at NTP.

Response: An administrative Notice to Proceed will be issued upon award of this contract, to allow for procurement of long lead items, including the fuel storage tanks. Upon procurement

ANK New Fuel Farm Addendum No. 2 Page 3 of said material, a Construction Notice to Proceed will be issued, at which time the day count will start for Phase 1A.

Question 6: Limited Authorization to Proceed – Tanks Procurement

Response: See answer to Question 5.

Question 7: Sales and Use Taxes - Instructions to bidders #5 states all sales and use taxes are to be included in the bid prices, however article 18 of the Contract agreement indicates that the project is Tax Exempt. Please clarify.

Response: Article No. 18, on page CA-7 of the Contract Agreement with Chaffe County, the

City of Salida and Harrier Alexander Field – Salida Airport states:

Contractor acknowledges and understands that all materials, products and supplies used or consumed on the Project are exempt from state and local sales and use taxes and that such sales and use taxes shall not be included in any applications for payment. Contractor further acknowledges receipt of the County’s tax-exempt number for itself and all subcontractors and material suppliers associated with the Project.

This article is binding and supersedes all other references to sales tax obligations for this project.

Question 8: Contract Days - The contract days listed in the bid proposal #5 and Article 2 of contract are not the same. Please Clarify.

Response: The Bid proposal lists the following contract times (Total Project, Substantial and Final Completion combined):

▪ One Hundred Seventy-Nine (179) Calander Days (Base Bid):

• This is 165 Days to Substantial Completion and 14 additional Calendar Days to reach Final Completion. These additional 14 Calendar Days allow for Punchlist corrections.

▪ One Hundred Ninety-Eight (198) Calendar Days (If Add Alt No. 1 is awarded)

Article 2 lists the following contract time (Substantial Completion only):

▪ One Hundred Sixty-Five (165) Calander Days (Base Bid)

• This is to reach Substantial Completion and for the project to be fully operational.

▪ Fourteen (14) Calendar Days (If Add Alt No. 1 is awarded)

Question 9: Division II Document - The Division II Special Provisions appear to be for ANK Taxiway "A" Extension (Phase 1) is this the correct document for this project?

Response: The correct Division II Special Provisions document are attached to this addendum

ANK New Fuel Farm Addendum No. 2 Page 4

Question 10: Waste Area - Where is the designated waste area, referenced in 152-1.3 of the technical specifications, located on the project site.

Response: Any unsuitable soil shall be placed in the borrow area shown on the plans, which will be graded and seeded at the end of the project.

Question 11: Containment Area Callout - On Plan sheet CG211 (30 of 84) there is a section callout for 3/SS501 is this the correct callout or should it be 5/SS501?

Response: Yes, the correct callout should be 5/SS501.

Question 12: Are welding processes and welding operators required to be qualified in accordance with ASME Boiler and pressure Vessel Code, Section IX?

Response: Yes, welders are required to be qualified to comply with ASME B31.3 and ASME Boiler and Pressure Vessel Code Section IX. See Specification 33 52 43.13 §1.06 for quality assurance requirements. Welding incident to the shop fabrication of the tank shall conform to the requirements of UL142/2085 and the requirements of the tank manufacturers UL certification.

Salida Airport – Harriet Alexander Field

County Project No: TBD

Dibble

January 2025 Page SP-i Special Provisions

DIVISION II

SPECIAL PROVISIONS

SALIDA AIRPORT – HARRIET ALEXANDER FIELD

County Project No. TBD

SPECIAL PROVISIONS TABLE OF CONTENTS

SECTION TITLE PAGE

SECTION 10 GENERAL .................................................................................... SP-1

10.01 Owner ................................................................................................................................. SP-1

10.02 Engineer............................................................................................................................. SP-1

10.03 Location of the Work .................................................................................................... SP-1

10.04 General Description of the Work and Contract Schedule ............................... SP-2

10.05 Specifications and Contract Documents – Order of Precedence ................. SP-2

10.06 Schedule of Drawings ................................................................................................... SP-2

10.07 RFI Submittal Process .................................................................................................. SP-3

SECTION 20 CONTRACT ITEMS ...................................................................... SP-5

20.01 Licensing ............................................................................................................................ SP-5

20.02 Errors and Omissions ................................................................................................... SP-5

20.03 Permits ............................................................................................................................... SP-5

20.04 Taxes .................................................................................................................................. SP-5

20.05 Access to Documents, Records, Etc........................................................................ SP-5

20.06 Construction Cost Information ................................................................................. SP-6

20.07 Final Payment .................................................................................................................. SP-6

20.08 Lien Release ..................................................................................................................... SP-6

20.09 Pay Items .......................................................................................................................... SP-7

SECTION 30 PRE-CONSTRUCTION CONFERENCE AND SUBMITTALS .......... SP-9

30.01 Pre-construction Conference .................................................................................... SP-9

30.02 Construction Schedule ............................................................................................... SP-11

30.03 Shop Drawings and Submittals .............................................................................. SP-12

SECTION 40 CONTROL OF WORK ................................................................. SP-15

40.01 Damage to Existing Property................................................................................... SP-15

40.02 QUALITY CONTROL ...................................................................................................... SP-15

40.03 Storage of Materials and Equipment .................................................................... SP-15

40.04 Access Roads ................................................................................................................. SP-15

Page SP-ii Special Provisions

40.05 Fences .............................................................................................................................. SP-16

40.06 Parking ............................................................................................................................. SP-16

40.07 Dust Control ................................................................................................................... SP-16

40.08 Drainage Provisions .................................................................................................... SP-16

40.09 Erosion Control ............................................................................................................. SP-17

40.10 Pollution Control ........................................................................................................... SP-17

40.11 Excess Material ............................................................................................................. SP-17

40.12 Construction Debris ..................................................................................................... SP-17

40.13 Clean-Up .......................................................................................................................... SP-17

40.14 Weekly Progress Meetings ........................................................................................ SP-17

40.15 Construction Surveying Layout .............................................................................. SP-18

40.16 Sampling And Testing ................................................................................................ SP-20

40.17 As-Built Drawings ........................................................................................................ SP-20

SECTION 50 UTILITIES AND EXISTING FACILITIES .................................. SP-21

50.01 General ............................................................................................................................. SP-21

50.02 Water for Construction Purposes ........................................................................... SP-21

50.03 Electrical Power............................................................................................................. SP-21

50.04 Sanitary Facilities ......................................................................................................... SP-21

SECTION 60 OPERATIONS, SAFETY AND SECURITY ................................... SP-23

60.01 Airport Security Requirements ............................................................................... SP-23

60.02 Airport Safety Requirements ................................................................................... SP-23

60.03 Traffic Control, Barricading, And Cleanup .......................................................... SP-28

SECTION 70 MISCELLANEOUS WORK ITEMS .............................................. SP-29

70.01 Portland Cement Concrete Pavement................................................................... SP-29

Page SP-1 Special Provisions

SPECIAL PROVISIONS

SECTION 10 GENERAL

10.01 OWNER

Wherever the word Owner(s), Sponsor, or Municipality appears in these specifications it shall be construed to mean Chaffee County, the City of Salida, or the Salida Airport – Harriet Alexander Field (ANK or Airport) as identified below:

Zechariah Papp – Airport Manager or Authorized Representative Salida Airport – Harriet Alexander Field

9255 CR 140

Salida, CO 81201 T: (719) 539-3720

10.02 ENGINEER

10.02.01 The Engineering Consultant for design for this project is:

2696 South Colorado Blvd., Suite 330 Denver, CO 80222 Phone: (303) 872-5756

10.02.02 The Resident Engineer for this project is:

2696 South Colorado Blvd., Suite 330 Denver, CO 80222 Phone: (303) 872-5756

10.03 LOCATION OF THE WORK

The Airport is owned and operated jointly by the City of Salida and Chaffee County. The work is located on the airport property, on the southeast side of Taxiway A4.

Page SP-2 Special Provisions

10.04 GENERAL DESCRIPTION OF THE WORK AND CONTRACT SCHEDULE

The New Fuel Farm project will be funded by local funds.

The major items of work associated with the New Fuel Farm project include the following:

• This project consists of a new Fuel Farm at the Salida Airport – Harriet Alexander Field

(ANK). Base Bid consists of two 12,000 aboveground, double wall fuel storage tanks

(UL-2085), with self-service over wing fuel dispensing skid, a containment basin, and all necessary infrastructure. The tanks will be piped above ground to the dispensing skid.

A new fueling apron (approx. 3,410 SY) will also be constructed. This project will also include the removal of the existing underground fuel storage tanks and associated infrastructure as an Additive Alternate.

The Owners (Chaffee County) intent is to award the contract to the lowest, responsive, responsible, and qualified bidder.

10.05 SPECIFICATIONS AND CONTRACT DOCUMENTS – ORDER OF

PRECEDENCE

Whether included herein or made a part by reference, the following are considered part of this Contract:

• Division I – Chaffee County Bidding Requirements and Agreement Documents

• Division II – Special Provisions

• Division III – General Provisions

• Division IV – Technical Specifications

• Appendix A – Construction Safety and Phasing Plan

• Construction Drawings

From time to time, discrepancies within cited document occur due to the timing of the change, edits, and/or replacement of the standards. If the Contractor discovers any apparent discrepancy within documents, the Contractor shall immediately ask the Engineer for an interpretation and decision, and such decision shall be final.

List of Specifications and Contract Documents in Order of Precedence:

1. Division I – Chaffee County Bidding Requirements and Agreement Documents

2. Division III – General Provisions

3. Division IV – Technical Specifications

4. Division II – Special Provisions

5. Appendix A – Construction Safety and Phasing Plan

6. Construction Drawings

10.06 SCHEDULE OF DRAWINGS

See Construction Drawings, Sheet G1.3.

Page SP-3 Special Provisions

10.07 RFI SUBMITTAL PROCESS

Should it appear that the work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Contract Documents, the Contractor shall submit a Request for Information (RFI) to the Engineer in the format specified in this Special Provision. Such request shall clearly state the Contractor’s question or concern, reference the specification or plan sheet in question and state the date the request is submitted and the date by which the Contractor must have an answer in order not to delay Contractor operations. Contractor shall submit an RFI as soon as possible after having discovered the need for additional information or clarification. The Engineer shall provide such further explanations as may be necessary and the Contractor shall conform to them as part of the contract. In the event of any doubt or question arising respecting the true meaning of these specifications, the Special Provisions or the plans, reference shall be made to the Engineer, whose decision thereon shall be final.

END SECTION 10

Page SP-4 Special Provisions

PAGE INTENTIONALLY LEFT BLANK

Page SP-5 Special Provisions

SECTION 20 CONTRACT ITEMS

20.01 LICENSING

It is the responsibility of the bidder to determine whether the bidder has the appropriate contracting licenses to perform the work. The Owner will make the award, if any, to the responsible bidder who has the proper licenses. The bidder is required to have the licenses at the time of bidding.

20.02 ERRORS AND OMISSIONS

Minor errors or omissions in the Proposal Form, Plans, or Specifications shall not relieve the Contractor from fulfilling the general intent of the Contract or from completing any item or items called for in the Plans, Specifications, or Proposal Form.

20.03 PERMITS

It is the responsibility of the Contractor to acquire and pay for all necessary permits as required for work performed at the Airport. The Contractor is responsible for the cost of, but not limited to, grading permits, Federal Clean Water Act, air quality permits, water meters, water and sewer taps, fire lines and taps, and all water bills on the project until the project is finally accepted. This provision does not constitute an assumption by the Airport of an obligation of any kind for violation of said permit or notice requirements. The cost of all required permits shall be included as non-pay items.

The Contractor, at a minimum, is required to obtain the following permits (at no cost) through the Chaffee County Building Safety Department:

• Electrical Permit

• Concrete Foundation Inspection (to be performed after concrete foundations are constructed)

20.04 TAXES

Each bidder and the Contractor shall thoroughly familiarize himself with all laws, ordinances, regulations and rules required for the payment of taxes, and each Bidder and the Contractor are responsible for checking with the State of Colorado, and the Owner(s) on items that may be exempt, and the steps which should be taken to obtain such exemption.

20.05 ACCESS TO DOCUMENTS, RECORDS, ETC

The Owner(s) or any of their duly authorized representatives shall be allowed access to any books, documents, papers, and records of the Contractor which are directly pertinent to the Airports Program project for the purpose of making audit, examinations, excerpts, and transcriptions.

Page SP-6 Special Provisions

20.06 CONSTRUCTION COST INFORMATION

The Contractor shall furnish any and all cost information requested by the Engineer. The Airport or any of their authorized representatives shall be allowed access to any books, documents, papers and records of the Contractor that are directly pertinent to these projects for the purpose of making audit, examinations, excerpts and transcriptions.

20.07 FINAL PAYMENT

Upon satisfactory completion of all items called for in the Chaffee County Contract and in accordance with the approved plans and specifications, the Contractor shall furnish to the Engineer the following documents (at a minimum) for the project:

1. A Contractor’s Affidavit Regarding the Settlement of Claims

2. An original Affidavit acknowledging that all Subcontractors, Material Suppliers, Payrolls, Bills for Materials and Equipment, and other indebtedness connected with the work have been paid or are otherwise satisfied

3. An original Certificate evidencing that the required Insurance as contained within the Contract Documents is currently in effect and will not be canceled or allowed to expire until at least 30-days prior to written notice has been given to the Owner

4. A written consent of the Surety to Final Payment

5. Full and Final Release and Waiver on Liens from the Contractor and for each Subcontractor and Material Supplier, that documents that they have been paid in full

6. Certificate of Completion

7. Written 1-year Warranty, due at final completion, and other required documentation as provided for in Contract Documents.

8. Contractor’s as-built’s signed by his surveyor.

The Contractor shall also be required to furnish the Owner with sworn affidavits attesting that all subcontractors, employees, materials suppliers, mechanics, etc. have been paid in full, for all debts incurred by the Contractor for work on this Contract. Upon receipt of the above clearances, and as listed elsewhere in these Contract Documents, the Contractor will receive full payment for the entire amount of his Contract, less previous progress payments as provided for in the Contract Agreement.

20.08 LIEN RELEASE

The Contractor shall submit monthly to the Engineer, a lien release which documents the amount that all subcontractors and material suppliers have been paid for the previous month’s work. No payment for the current month will be made until the Contractor has provided all lien releases for the previous month.

Page SP-7 Special Provisions

20.09 PAY ITEMS

All pay items relating to the work indicated in these Contract Documents are listed in the bid proposal sheet. The Contractor shall include all necessary costs to complete this project within these items. Any work necessary to complete the project as represented in the Plans and Specifications that is not specifically noted as a pay item on the bid proposal sheet shall be considered incidental to the project and no separate payment will be made.

END SECTION 20

Page SP-8 Special Provisions

Page SP-9 Special Provisions

SECTION 30 PRE-CONSTRUCTION CONFERENCE AND SUBMITTALS

30.01 PRE-CONSTRUCTION CONFERENCE

The Contractor's project superintendent, the Construction Administration Resident Engineer & Inspector, the Engineer, Chaffee County/City of Salida representatives (if needed), an FAA representative (if needed), a CDOT representative (if needed) and Airport staff shall attend a Pre- Construction Conference, conducted by the Engineer to discuss the following subjects, (at minimum).

GENERAL INTEREST AND SAFETY ITEMS

1. The scope of the project and the sequence and timing of all operations.

2. Submission of Contractor's construction schedule and barricade plan.

3. Relationship of the resident engineer to the Sponsors with emphasis on the authority of the resident engineer to act in the Sponsor's behalf.

4. Advise that the Owner has the authority to suspend operations, wholly or in part, when safety violations or nonconformance to the contract specifications are noted.

5. Relationship between Chaffee County and the City of Salida.

6. Identification of the Contractor's superintendent and a discussion of his/her authority and responsibilities.

7. Designation of sponsor representative responsible for notifying the Flight Service Station serving the airport of the proposed start and completion dates of construction or any circumstances requiring a NOTAM.

8. Scheduling of work and the need to perform certain items at various stages of the project, including operational safety problems that might arise because of the proposed work.

9. Discuss the construction notice to proceed date.

10. Operational Safety on Airports during construction, including the responsibility for marking and lighting of closed and hazardous areas. See FAA AC 150/5370-2, Operational Safety on Airports During Construction, current edition, and FAA AC 150/5340-1, Standards for Airport Marking, current edition, for detailed information.

11. Security requirements as identified (at a minimum) in the Construction Safety and Phasing Plan and the Contractor’s Safety Plan Compliance Document.

12. All responsible parties must be alert to the following hazard-producing situations that may develop during the construction period:

a. Damage to existing in-use pavement lighting, marking or NAVAIDS by construction forces.

b. Spillage from vehicles on active airport pavement.

c. Temporary stockpiling of material for an extended period of time.

d. Contractor vehicular traffic through restricted critical areas of NAVAID facilities and the airport operating area.

e. Dust control and environmental factors, such as burning, waste disposal, etc.

Page SP-10 Special Provisions

f. Maintenance of sanitary facilities on the project site.

CONSTRUCTION ITEMS AND QUALITY CONTROL TESTING

1. The general requirements of quality control and testing to be performed by the contractor. It should be clearly understood who will do the testing, what is to be tested, when it is to be tested, and the location and number of tests.

2. Discussion of Test Reports. Each report should, as a minimum, contain the following information.

a. Test performed.

b. Applicable standard.

c. Test location.

d. Test result.

e. Action taken for failing tests.

A copy of all test reports shall be furnished to the resident engineer in a timely manner. Failing test results should be reported to the resident engineer immediately.

3. Emphasize the Role of the Resident Engineer. Duties include the following:

a. Ensure all required testing is performed.

b. Ensure tests are performed at the frequency stated in the specifications. If not stated in the specifications, make sure an adequate number of tests are taken to document an acceptable level.

c. Review test results for conformance to specifications.

d. Inform the contractor of deficiencies so that corrections can be made and retests performed prior to covering any substandard work with additional material.

e. Maintain record of quantity of materials used on the project.

f. Maintain copies of test reports on file.

g. Maintain a diary. Contents of a diary should include:

(1) Weather conditions and temperature.

(2) Work in progress and location.

(3) Equipment in use - types and numbers.

(4) Size of work force, including supervision.

(5) Hours worked per day for contractor or subcontractors.

(6) Materials delivered.

(7) Any instructions to the contractor.

(8) Principal visitors.

h. Maintain a set of working drawings that can be used to prepare "as-constructed" drawings.

Record drawings shall be furnished by the Contractor.

Page SP-11 Special Provisions

4. Discussion of Weekly construction report, Construction Progress and Inspection Report (FAA Form 5370-1), (if required).

5. Change orders, time extensions, periodic cost estimates, and liquidated damages.

ENVIRONMENTAL.

Comply with applicable federal, state, and local, air and water quality standards during construction and any environmental mitigation actions resulting from the environmental coordination process.

ARCHAEOLOGICAL AREAS.

Although not likely needed for this project, the Contractor shall comply with applicable federal, state, and local preservation standards in archaeological areas during construction, (if necessary).

30.02 CONSTRUCTION SCHEDULE

The Contractor shall submit to the Engineer for review, its proposed construction schedule at or before the Pre-Construction Meeting. Here is a list of anticipated Owner(s) holidays where airport staff may be limited:

a. The night shift prior to Memorial Day

b. All day on Memorial Day;

c. The night shift on Memorial Day;

d. The night shift prior to the 4th of July;

e. All day on the 4th of July;

f. The night shift on the 4th of July;

g. The night shift prior to Labor Day;

h. All day on Labor Day;

i. The night shift of Labor Day;

j. The night shift prior to Thanksgiving Day;

k. All day on Thanksgiving Day;

l. The night shift on Thanksgiving Day;

m. All day on the day after Thanksgiving Day

n. The night shift the day after Thanksgiving Day

o. The night shift on Christmas Eve;

p. All day on Christmas day;

q. The night shift on Christmas Day;

r. The night shift on New Year’s Eve;

s. All day on New Year’s Day;

t. The night shift on New Year’s Day.

The Contractor shall submit the following with regards to the Construction Schedule:

1. Arrange schedule to indicate required sequencing of work as outlined below and in the Contract Documents, and to indicate time allowances for submittals, inspections, and similar time margins.

2. Schedule shall reflect Contractor's modifications and suggested revisions to work sequencing indicated in the Contract Documents. The Engineer/the Airport reserves the right to approve or disapprove such modifications or revisions.

Page SP-12 Special Provisions

3. Review and recognition of this schedule shall not relieve the Contractor of responsibility for scheduling of the work and maintaining progress in accordance with the Contract Documents. Schedule shall be submitted and reviewed for comment by Engineer and Owner for conformance to Critical Milestone Completion Dates and overall project completion time criteria. Lack of this information shall be cause for rejection of schedule. Partial payment requests will not be processed without a revised Critical Path Method (CPM) schedule.

4. In addition to the construction related work items, the following shall be included:

• Critical submittal dates related to each activity or prepare separate coordinated listing of critical submittal dates.

• Sequences of work within each activity that involves purchase lead-time, mock-ups, testing, or similar phases, as well as installation.

• The CPM Construction Schedule shall relate to the entire project to the extent required by the Contract Documents and shall provide for expeditious and practicable execution of the work.

5. The following items define the term "activities" as it pertains to the Trades in the Contractor's CPM network.

• Each activity shall be a unit of work that requires an amount of time for its performance.

• Each activity shall be a logically separate part of the work, defined by an observable start and an observable finish.

• To establish the scope of an activity for CPM purposes, Trade Contractor shall form a single activity from the largest grouping of related operations which permit a continuous and measurable flow of work and which can proceed without affecting or being affected by work of another Trade Contractor.

• The scope of an activity shall be small enough to permit a reasonable appraisal of its status or as directed by the Engineer.

• Activities of other Contractors or other subcontractors that must be completed prior to the start of the Trade Contractor's work or portion of work shall be included in the Trade Contractor's schedule as milestones and identified with a designation approved by the Construction Manager.

6. The following information shall be furnished on the network diagram for each activity in the Trade Contractor's schedule:

• Description of the activity.

• Duration of the activity in days.

• Each activity shall be identified with early/late start, early/late finish, and total float.

30.03 SHOP DRAWINGS AND SUBMITTALS

The Contractor shall furnish digital copies of shop drawings and submittals to allow the Engineer two (2) weeks for review. The Engineer will review all shop drawings and submittals for general compliance with the Contract Documents and no responsibility is assumed for correctness of dimensions or details. The engineer will indicate his action taken in response to the submittal or shop drawing by affixing a review stamp and indicating the action as follows:

“No exceptions taken," which means reviewed for construction, fabrication or manufacturer, subject to the provision that the work shall be in accordance with the requirements of the Contract Documents. Final acceptance of the work shall be contingent upon such compliance.

Page SP-13 Special Provisions

"Make corrections noted," which means unless otherwise noted on the drawings reviewed for constructing, fabrication or manufacture, subject to the provision that the work shall be carried out in compliance with all annotations or corrections indicated and in accordance with the requirements of the Contract Documents. Final acceptance of the work shall be contingent upon such compliance.

"Revise and resubmit," which means the review as noted is valid, and a corrected submittal is required.

"Rejected," which means that deviations from the requirements of the contract exist in the submittal such that no work based on such drawings or submittal shall be constructed, fabricated, or manufactured. The contractor shall revise the drawing in compliance with the engineer's annotations and pursuant to all requirements of the contract and shall resubmit the drawing or submittal to the engineer for another review.

The Contractor shall submit for review, a proposed schedule of submittals, shop drawings, working drawings, supplemental drawings, product data and samples as necessary to control the work adequately. An example partial list of submittals has been made and the list may not be complete and may be revised from time to time as the project progresses, as follows:

1. Operation and Maintenance Manuals.

2. Names and Resumes of Superintendent and Staff.

3. Contractor's Construction Schedule.

4. Updated Contractor's Construction Schedule.

5. A Submittal Schedule (to include Civil, Electrical, and Fueling work items).

6. Material Status Report.

7. Manpower Schedule.

8. A Schedule of Values*

9. Contractor’s Emergency Name and Phone Number List*

10. A List designating those portions of the work to be performed by subcontractors and the

Contractor’s own forces.

11. A List of Subcontractors (submitted with the bid)/Material Suppliers with an Experience

Statement.

12. A Lien Release documenting that all Subcontractors and Material Suppliers have been paid for the previous months work, monthly submission required.

13. Written Safety Program for the work.

14. Copy of all Subcontracts, including Material Suppliers.

15. A List of Proposed Construction Equipment*

16. Construction Cost Information, as requested by the Engineer.

17. Three (3) week look ahead Project Schedule at Weekly Construction Meetings.

18. Contractor Certification that the Initial Verification of the Control Points established are acceptable.

19. Contractor Certification of Calculations and Measurements to fully support the derivation of all Monthly Pay Quantities.

20. A Barricade/Temporary Fencing Plan and Traffic Control Plan*.

21. A Safety Plan Compliance Document (SPCD).*

22. Contractor’s Quality Control Plan, to be submitted 5-days prior to the Pre-Construction

Conference.*

23. Contractor’s Quality Control Records, including Daily Inspection Reports and Daily Test

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Reports, to be submitted daily.

24. Concrete Pavement Mix Design(s).

25. Certified Test Results for the Concrete.

26. Contractor's Affidavit Regarding Settlement of Claims.

27. Submit an original Affidavit acknowledging that all Subcontractors, Material Suppliers, Payrolls, Bills for Materials and Equipment, and other indebtedness connected with the work have been paid or otherwise satisfied.

28. An original Certificate evidencing that Insurance required by the General Conditions to the Construction Contract is currently in effect and will not be canceled or allowed to expire until at least 30-days prior written notice has been given to the Owner.

29. A written statement that the Contractor knows of no reason that the insurance will not cover the period required by the General Conditions to the Construction Contract.

30. A written consent of the Surety to Final Payment.

31. Record Drawings with a licensed surveyor’s certification that the drawings are accurate and complete.

32. An original, with notary signature, Full and Final Release and Waiver on Liens from the

Contractor and for each Subcontractor and Material Supplier, that documents that they have been paid in full.

33. Certificate of Completion.

34. Written 1-year Warranty, due at final completion.

*Indicates the submittal is due at the Pre-Construction Conference.

Each submittal shall be numbered sequentially and shall be submitted in accordance with the above schedule, as amended from time to time, so as to cause no delay in the work schedule.

The Contractor shall certify each submittal and shop drawing by providing an original letter (on Contractor’s letterhead) to the Engineer that he has reviewed and approved the submittal and that it conforms to the requirements of the Contract Documents before it is submitted to the Engineer.

If this original certification is not included, the submittal and/or shop drawing will be returned without action. At the time of each submittal, the Contractor shall define and delineate in writing, separate from the certification, any deviations from the Contract Documents. If the Engineer accepts this deviation, he will authorize the deviation by issuing a change order or if the deviation is minor by endorsement to the letter.

The Engineer’s review will be only for general conformance with the design concept of the work and for compliance with the information contained in the Contract Documents. The review of a specified item, as such, will not indicate review of the assembly or in which the item functions.

Review by the Engineer will not relieve the Contractor from responsibility for any errors or omissions in the submittals or shop drawings nor from his responsibility for complying with the Contract Documents. The only exception is deviations accepted in accordance with the preceding paragraph.

END SECTION 30

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SECTION 40 CONTROL OF WORK

40.01 DAMAGE TO EXISTING PROPERTY

Contractor will be held responsible for any damage to existing structures, work, materials, or equipment because of his operations and shall repair or replace any damaged structures, work, materials, or equipment to the satisfaction of, and at no additional cost to the Owner. The contractor shall record a video of the construction site, haul routes, adjacent areas, staging yard, and fencing.

Contractor shall protect all existing structures and property from damage and shall provide bracing, shoring, or other work necessary for such protection. Contractor shall be responsible for all damage to street, roads, curbs, sidewalks, highways, shoulders, ditches, embankments, culverts, bridges, fences, or other public or private property, which may be caused by transporting equipment, materials, or men to or from the work. Contractor shall make satisfactory and acceptable arrangements with the agency having jurisdiction over the damaged property concerning its repair or replacement.

40.02 QUALITY CONTROL

All Quality Control testing and requirements identified within the General Provisions and Technical Specifications, or as needed to meet the requirements of this project, shall be performed by the contractor and/or his subcontractor and in no way shall the contractor depend on quality assurance testing or results for the performance of his work. All Quality Control testing and requirements identified within the General Provisions and Technical Specifications, or as needed to meet the requirements of this project, shall be considered incidental to the project.

40.03 STORAGE OF MATERIALS AND EQUIPMENT

Equipment and stockpiled materials may be stored in the Contractor’s Staging and Storage Yard on the project site provided they are kept below a maximum height of four feet (4’) and not within any safety areas or Part 77 surfaces shown on the plans. Airport Operations shall approve all areas of storage.

40.04 ACCESS ROADS

The Contractor shall establish and maintain permanent and temporary access roads to various parts of the site as required in the drawings or as required to complete the project. Such roads shall be available for the use of all others performing work or furnishing services in connection with the project. Approval of the Engineer is required for all desired locations. The Contractor shall videotape all access and haul roads to be used by the Contractor prior to the start of construction, which will be reviewed by the Resident Engineer and Contractor together. The Contractor will be required to maintain all access roads and haul routes during construction and return to original condition at completion of construction all access roads and haul routes used during the course of the work.

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40.05 FENCES

The Contractor shall maintain all existing and temporary fences and gates affected by the work until completion of the work. Fences and gates that interfere with construction operations shall not be relocated or dismantled until written permission is obtained from the Owner, and the period the fence may be left relocated or dismantled has been agreed upon. On completion of the work, the Contractor shall restore all fences to their original or to a better condition and to their original location or as indicated on the drawings.

At fence and gate construction locations, prior to removal/demolition operations that affect the integrity of the airport perimeter, temporary fencing must be installed between the work zone and airside, connected to secure sections of fence at each end of the work zone. Temporary fence must be of adequate design to positively control pedestrian access to the airfield and must be acceptable to the Airport.

40.06 PARKING

The Contractor shall provide and maintain suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the project, as required to avoid any need for parking personal vehicles where they may interfere with public traffic, Owner's operations, or construction activities. The Contractor's parking area will be located at the staging area upon approval of the Airport for security access. Vehicles with access into the Airport property require insurance.

40.07 DUST CONTROL

The Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. Dusty materials in piles or in transit shall be covered to prevent blowing. Suitable dust screens shall protect existing or new machinery, motors, instrument panels or similar equipment. Proper ventilation shall be included with dust screens.

40.08 DRAINAGE PROVISIONS

The Contractor shall provide for the drainage of stormwater and such water as may be applied or discharged on the site in performance of the work. Drainage facilities shall be adequate to prevent damage to the work, the site, and adjacent property. Existing drainage channels and conduits shall be cleaned, enlarged or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to divert increased runoff from entering adjacent property (except in natural channels), to protect Owner's facilities and the work, and to direct water to drainage channels or conduits.

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40.09 EROSION CONTROL

Contractor shall prevent erosion of soil on the site and adjacent property resulting from his construction activities. Effective measures shall be initiated prior to the commencement of clearing, grading, excavation, or other operation that will disturb the natural protection. Work shall be scheduled to expose areas subject to erosion for the shortest possible time. Temporary storage and construction buildings shall be located, and construction traffic routed, to minimize erosion.

40.10 POLLUTION CONTROL

Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris and other substances resulting from construction activities. No sanitary wastes will be permitted to enter any drain or watercourse other than sanitary sewers. No sediment, debris or other substance will be permitted to enter sanitary sewers and reasonable measures will be taken to prevent such materials from entering any drain or watercourse.

40.11 EXCESS MATERIAL

Unsuitable material, broken asphaltic concrete, construction debris, shall be removed from the project and disposed of at an offsite location (landfill) by the Contractor at the Contractor's expense in accordance with the plans and specifications.

40.12 CONSTRUCTION DEBRIS

The Contractor shall use his own forces and equipment to legally dispose of site refuse or construction debris at an offsite location (landfill).

40.13 CLEAN-UP

The Contractor shall upon completion of the work remove all temporary construction facilities, debris, and unused materials provided for in the work, and restore the site of the work and public right-of-way in a neat and clean condition.

40.14 WEEKLY PROGRESS MEETINGS

The Engineer will conduct weekly Progress Meetings at regularly scheduled times convenient for all parties involved. A three (3) week look-ahead schedule will be developed by the Contractor prior to the start of the meeting and will be discussed by the Contractor during a portion of the agenda.

Additionally, discussions will address administrative and technical issues of concern, determining resolutions and development of deadlines for resolution within allowable time frames.

As may be required by the Engineer, in addition to representatives of the Airport and the Contractor, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities may be represented at these meetings by individuals directly involved with the Contract and authorized to conclude matters relating to progress.

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During the weekly construction meeting, corrections made (if any) and approval of the meeting minutes of the previous progress meeting, prepared by the Engineer, will be reviewed. The meeting minutes may be recorded and will document issues of significance including submittals, schedules, quality control, issues encountered, and the assignment of responsibilities for future action. Other items of significance that could affect progress may be discussed, and the meeting will include topics for discussion as appropriate to the current status of the project.

Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do

so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

Review the present and future needs of each entity present, including such items as:

1. Work Schedule and Hours of Work

2. Quality and Work Standards

3. Access and Limitation

4. Submittal Status

5. Requests for Information

6. Non-Compliance Notices

7. Status on Certified Payroll Reports

8. Change Orders and/or Extra Work

9. Housekeeping

The Engineer may tape record the meeting and the Engineer will distribute a copy to the Owner and Prime Contractor. The Prime Contractor shall be responsible to distribute the meeting minutes to subcontractors, suppliers, and others affected by decisions or actions resulting from each meeting.

40.15 CONSTRUCTION SURVEYING LAYOUT

The Contractor shall be fully responsible for all construction surveying and staking required for the completion of this project, including but not limited to the following: all construction stakes establishing lines, grades, and elevations to include necessary utilities and appurtenances and shall be responsible for their conformance…