T F Addendum No. 1 - dot.state.tx.us · H.W. Lochner, Inc. 12750 Merit Drive Suite 570 Dallas, TX...

H.W. Lochner, Inc.

12750 Merit Drive

Suite 570

Dallas, TX 75251

T 214.373.7873

F 214.373.7875

hwlochner.com Addendum No. 1

To: All Plan Holders Airport: Draughon-Miller Central Texas Regional Airport Date: August 20, 2020 Project: Airport Lighting, Runway Markings and Signage Improvements TxDOT CSJ No.: 2009TMPLE ____________________________________________________________________________________ The plans, specifications, and contract documents are modified as described below. All bidders shall acknowledge receipt of this and all other addenda on page 7 of 8 of the revised Bid Form. This addendum becomes a part of the contract documents. All provisions of the original plans, specifications, and contract documents shall remain in full force and effect, except as modified by this addendum. I. Pre-Bid Conference Minutes and Sign-In Sheet

A. Attached are the Agenda and Minutes of the Pre-Bid Conference held on August 13, 2020 with Sign-In Sheet for your use and reference.

II. Contract Document Revisions

A. Delete the Bid Form and replace it with the Revised Bid Form attached herewith. Note that the award of bids will be based on the bid items and quantities as listed in the Revised Bid Form. Any variance in bid submittals from the Revised Bid Form will result in the bid being disqualified.

III. Plans and Specifications Revisions

A. Delete Plans Sheets 003, 004, 006, 009, 51, 104, 105, 200, 203, 204, 206, 208-211, 506 and 603 replace with revised Plans Sheets 003, 004, 006, 009, 51, 104, 105, 200, 203, 204, 206, 208-211, 506 and 603, attached herewith.

B. Delete Specification Item L-109 TRANSFORMER VAULT AND VAULT EQUIPMENT and replace with

revised Specification Item L-109 TRANSFORMER VAULT AND VAULT EQUIPMENT attached herewith.

C. Delete Specification Item L-110 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS and replace with revised Specification Item L-110 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS attached herewith.

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IV. Questions Received from Bidders and Responses (In Red)

A. Rural Electric

1. Option 1 & 2 Bid item 13 – Removal Direct buried L824C Cable- Will all the direct buried L824C

Cable be removed or only that portion where the new duct banks are installed? Refer to the measurement description 105-6.2 “Demolition of conduit or direct buried cables is limited to areas requiring excavation for construction of pavement or new utilities or associated infrastructure. It is not the intent of this item to provide additional excavation for the sole purpose of electrical infrastructure removal.” Direct buried cables will be removed where the new conduit and duct runs are installed. This includes all stake mount light locations that receive new conduit.

2. Option 1 & 2 Bid Item 15 – Removal of existing #6 counterpoise wire -Will all the direct buried Counterpoise be removed or only that portion where the new duct banks are installed? Refer to the measurement description 105-6.2 “Demolition of conduit or direct buried cables is limited to areas requiring excavation for construction of pavement or new utilities or associated infrastructure. It is not the intent of this item to provide additional excavation for the sole purpose of electrical infrastructure removal.” Counterpoise will be removed where new counterpoise is required to be installed such as parallel with new conduit or duct bank runs such as the stake mount light locations.

3. All duct banks shown on bid list required sand encasement- Please confirm that all new duct banks are sand encased. Confirmed. Ducts will be sand encased.

4. 4-way & 6-way duct bank with sand encasement shows rebar reinforcement on plan details. If the duct banks are sand encased, what is the purpose of the rebar and epoxy? Refer to Addendum No. 1 for updated duct details showing no rebar extensions or epoxy.

5. All RW/TW lights have a 48” diameter concrete collar with fixture ID tag- Please confirm. Confirmed.

6. Drawing 603, Detail 4 shows stainless steel ground rod(s) Typical. Are stainless steel ground rods required for all base cans, pull box and junction can plazas? Please confirm all ground rods are to be stainless steel. Ground rods are to be copper clad steel.

7. Drawings 401/402 Detail 1 (Vault) Key Note 5 “Modify Existing Circuits as Required for Connectivity as related to the new L-854 Radio Controller”- Are modification(s) to the existing ALCMS anticipated or required? There is no ALCMS system. There is only an L-854 radio for pilot control.

B. F&W Electric

1. Base Bid Option- 1 & 2 Item 13. Is the intent to locate and remove 34+ thousand feet of direct

buried cable or remove what is uncovered during construction? Refer to the measurement description 105-6.2 “Demolition of conduit or direct buried cables is limited to areas requiring excavation for construction of pavement or new utilities or associated infrastructure. It is not the intent of this item to provide additional excavation for the sole purpose of electrical infrastructure removal.” Direct buried cables will be removed where the new conduit and duct runs are installed. This includes all stake mount light locations that receive new conduit.

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2. Base Bid Option- 1 & 2 Item 15. Is the intent to locate and remove 24+ thousand feet of counterpoise or remove what is uncovered during construction? Refer to the measurement description 105-6.2 “Demolition of conduit or direct buried cables is limited to areas requiring excavation for construction of pavement or new utilities or associated infrastructure. It is not the intent of this item to provide additional excavation for the sole purpose of electrical infrastructure removal.” Counterpoise will be removed where new counterpoise is required to be installed such as parallel with new conduit or duct bank runs such as the stake mount light locations.

3. Base Bid Option 1 - Bid Item 40, Should the description be 1-861 T (L) LED Elevated Taxiway Edge installed in existing Base Can? (Not in Existing Pavement) There is a bid item for installing a new fixture in an existing base can and a separate bid item for installing a new fixture with new base can in existing pavement.

4. Plan sheet 605 / detail 2 has a call out with an arrow showing existing asphalt shoulder and same detail P-610 PSI Concrete The bid schedule shows a total of 1 1 lights on existing shoulder. Are these in existing asphalt or concrete? These locations are in existing asphalt shoulder pavement. The backfill for the trench will be P-610 concrete. The top of the concrete will be painted black to match the asphalt pavement. This is all noted on sheet 605.

IV. Construction Plans

A set of Construction Plans will be issued after bidding incorporating all items in this addendum.

V. Attachments

A. Pre-Bid Meeting Agenda and Minutes B. Pre-Bid Meeting Sign In C. Revised Bid Form D. Revised Plans Sheets and Specifications

ADDENDUM NO. 1 ISSUED BY: LOCHNER Robert C. Jutton, P.E. Senior Project Manager, Aviation RCJ/ TBPE Firm Registration No. 14068 Enclosures pc: 14348

I:\AVI\PRJ\000014348\01 - Project\AE\06 - ADDENDUMS\Addendum No. 1\Prebid Meeting Minutes (TEMPLE).doc 1 of 3

DRAUGHON-MILLER CENTRAL TEXAS REGIONAL AIRPORT

CITY OF TEMPLE, TEXAS

BASE BID

Airport Lighting, Runway Markings and Signage Improvements

Option #1: LED Edge Lights

Option #2: Incandescent Edge Lights

TxDOT CSJ No. 2009TMPLE

LOCHNER JOB NO. 000014348

PRE-BID MEETING AGENDA AND QUESTIONS

Thursday, August 13, 2020 at 10:30 a.m. (CDT)

I. Identify Key Personnel:

Sean Parker, Airport Director

David Holmes, Airport Operations Manager

Steve Harp, TxDOT Aviation Division

Bob Jutton, H.W. Lochner

Edgar Luna, H.W. Lochner

Lecette Ferguson, Ferguson Consulting

II. Bidding Process:

A. Time and Location:

1. Proposals will be received until 2:00 P.M. (CDT), Thursday, August 27, 2020, addressed to:

Belinda Mattke

City of Temple Purchasing Department

3210 E. Avenue H, Building C

Temple, TX 76501

Bids received after this time will not be considered. Any bid received after closing time will be

returned unopened.

Proposals will then be publicly opened and read. The bid opening can be listened to by calling

979-307-6962, Conference ID: 574 343 052#. Alternative, interested parties can watch the bid

opening virtually by emailing [email protected] to request a Microsoft Teams Meeting

link.

B. Contract Provisions:

1. Mandatory contract provisions are identified in General Provisions and Supplementary Provisions

of the Contract Documents. The DBE goal for this project is 6% and bidders shall use the

attached DBE participation plan and appropriate commitment agreement form/s and

submit these documents to TxDOT Aviation within 5 calendar days after the bid opening

via email to [email protected]. If the DBE goal is not met, there needs to be substantial

documentation of good faith effort as described in the bid documents in attempts to attain the

DBE goal.


2. This contract is subject to the “Buy American Preferences” of the Aviation Safety and Capacity

Act of 1990. Prospective Bidders are required to certify that steel and manufactured products

have been produced in the United States per the certification included in the contract documents.

3. Minimum wage rates have been predetermined as required by law and are set forth in the Contract

Documents.

4. Bidder shall reference the Aviation Division General Construction Contract Provisions. The

awarded bidder will be required to electronically submit contract documents, pay request forms,

change order requests, certified payroll, DBE/HUB reports and insurance certificates. Signing the

Bid Form certifies that the bidder meets the eGrants minimum system requirements in the

External User Manual found at http://www.txdot.gov/government/funding/egrants-

2016/aviation.html

5. Please read the Bidder Qualifications form regarding providing evidence of Bidder’s competency

and Bidder’s financial responsibility and provide such documentation.

6. The Contractor and his/her Subcontractors will be required to provide certificates of insurance for

at least the minimum amounts specified in the Special Provisions.

7. Bidder shall reference the Aviation Division General Construction Contract Provisions.

C. Contract Proposal Forms:

1. The Bidder must complete the submitted bid on the formatted bid form furnished by TxDOT, with

all blank spaces in the TxDOT bid form correctly typed in for each and every item for which the

quantity is given.

2. Bidder shall sign the bid in ink.

3. Receipt of all addenda shall be acknowledged by the Bidder in the space provided in the bid form.

4. Cashier’s check, money order, or teller’s check drawn by or on a state or national bank, a savings

and loan association, or a state or federally chartered credit union (collectively referred to as

“bank”) in the amount of two percent (2%) of the total bid price stated in the bid, made payable

without recourse to TxDOT Aviation, Agent for the Owner or a bid bond in the same amount

from a reliable corporate surety authorized to do business in the State of Texas and acceptable to

TxDOT Aviation, Agent for the Owner must accompany each bid as a guarantee that the bidder, if

successful, will enter into a contract, and make bond in accordance with the requirements of the

specifications. TxDOT Aviation reserves the right to retain any check, bank money order or bank

draft as liquidated damages in the event the bidder withdraws its bid after the bids are opened and

before official rejection of the bid by TxDOT Aviation/Owner, or, if successful in securing the

award of the contract, the successful bidder fails to enter into the contract and fails to furnish

satisfactory performance and payment bonds.

5. The successful bidder will be required to execute the Contract Agreement, the Performance

Bond and the Payment Bond. The bonds will be in the amount of 100% of the contract price.

http://www.txdot.gov/government/funding/egrants-2016/aviation.html

http://www.txdot.gov/government/funding/egrants-2016/aviation.html


III. Project Description:

A. The project consists of:

BASE BID - Airport Lighting, Runway Markings and Signage Improvements

1. Option #1: LED Edge Lights and Signage

2. Option #2: Incandescent Edge Lights and Signage

B. The work will be performed in three Phases:

1. Phase 1 will work on Runway 15-33 and associated taxiways. In Phase 1, Runway 15-33 will be

closed and Runway 2-20 will remain open. (60 calendar days)

2. Phase 2 will work on Runway 2-20 and associated taxiways. In Phase 2, Runway 2-20 will be

closed and Runway 15-33 will remain open. (45 calendar days)

3. Phase 3 will work on the intersection of Runway 15-33 and Runway 2-20. In Phase 3, both

runways will be closed. (15 calendar days)

C. The total contract period for construction is one hundred twenty (120) calendar days, which includes

estimated delays due to weather for a typical season. Liquidated damages are set at $500.00 per calendar

day. Delays due to weather and other factors out of the control of the Contractor that are above and beyond

a typical season may be requested in writing as a reason for contract period extension.

D. Lochner will provide Construction Observation and acceptance testing throughout the project.

E. Contractor’s access roads, haul roads, and staging areas are shown on Sheet 003 of the Plans. Re-

establishment of the haul roads and staging area shall be done at no additional cost to the Owner.

F. All bidders should carefully review the Construction Safety and Phasing Plan (CSPP) of the Construction

Plans (Sheets 003 to 005). Closed Runway Markings and low profile barricades shall be placed as shown on

the CSPP Plans prior to the start of any work. The Contractor’s Safety Plan Compliance Document will be

required prior to the start of construction.

G. All light fixtures, NAVAIDS, signs and equipment to be removed shall be disposed of off airport property

unless requested otherwise by airport management.

H. Airport lighting equipment and materials proposed for use on this project shall be approved under the Airport

Lighting Equipment Certification Program described in Advisory Circular (AC) 150/5345-53, current version.

IV. Questions

1. Paint should be removed by water blaster and not grinder to protect pavement grooves.

2. Contractor must obtain meter from City of Temple for payment of water used.

3. Last day Addendums will be published is August 20, 2020.

4. Last day for questions is EOB August 18, 2020.

5. Rural Electric requests geotechnical logs from previous projects to determine prevalence of rock.

6. F&W inquires if work can be performed at night at no additional cost.

7. Rural Electric requested consideration of 10-day extension to both Phase I and Phase II work.

8. F&W reports procurement of vault equipment can take as long as 8 weeks, request procurement

phase to accommodate tis long wait period.

V. Optional Site Visit – Contractors visited vault and airfield.

Form 2506

Page 1 of 8Bid Form (Rev. 01/16)

Bid: TxDOT CSJ No. 2009TMPLE

Project Description: AIRPORT LIGHTING, RUNWAY MARKINGS AND SIGNAGE IMPROVEMENTS

Address:

City: State: Zip Code:

Telephone: Fax:

Email Address:

Bid by: Name of Bidder

To the Texas Department of Transportation hereinafter called the Agent. Pursuant to the foregoing Instruction to Bidders, the undersigned bidder having examined the plans and specifications with related documents and the site of the proposed work, and being familiar with all the conditions surrounding the construction of the project hereby proposes to furnish all necessary superintendence, labor, machinery, equipment, tools materials and supplies to complete all the work upon which is bid in accordance with the contract documents, within the time set forth and at the prices stated below.

BASE BID - AIRPORT LIGHTING, RUNWAY MARKINGS AND SIGNAGE IMPROVEMENTS

OPTION #1: LED LIGHT FIXTURES

Item Qty Unit Description Unit Price Total Price

1 1 L.S. Mobilization $0.00

2 1 L.S. Temporary Marking, Lighting, & Barricades $0.00

3 73,000 S.F. Pavement Marking Removal $0.00

4 67,500 S.F. Reflectorized Pavement Marking (White) $0.00

5 350 S.F. Reflectorized Pavement Marking (Yellow) $0.00

6 18,000 S.F. Non Reflectorized Pavement Marking (Black) $0.00

7 150 EA. Remove & Dispose Elevated Edge Light, Stake Mount incl Box

$0.00

8 253 EA. Remove & Dispose Elevated Edge Light, Base to Remain

$0.00

9 15 EA. Remove & Dispose Elevated Edge Light, Base to be Removed

$0.00

10 3 EA. Remove & Dispose Elevated Edge Light, Base to Remain, Install blank Cover

$0.00

Form 2506 (Rev. 01/16)Page 2 of 8


11 41 EA. Remove and Dispose Airfield Sign, Foundation to Remain

$0.00

12 2 EA. Remove and Dispose Airfield Sign and Foundation

$0.00

13 34,870 L.F. Remove & Dispose Existing L-824C Direct Buried Cable

$0.00

14 46,300 L.F. Remove & Dispose Existing L-824C, in Conduit

$0.00

15 24,900 L.F. Remove & Dispose Existing #6AWG Counterpoise Wire

$0.00

16 28 EA. Remove Duct Marker $0.00

17 92,890 L.F. No. 8 AWG, L-824C, Installed in conduit $0.00

18 15,600 L.F. No. 6 AWG Bare Counterpoise Wire including trench

$0.00

19 1,850 L.F. No. 6 AWG Bare Counterpoise Wire, Installed in conduit trench

$0.00

20 1 L.S. Temporary Elect Provisions $0.00

21 1 L.S. Vault Electrical Modifications $0.00

22 1 EA. 7.5 kVA Regulator $0.00

23 1 EA. 5 kVA Regulator $0.00

24 2 EA. 4 kVA Regulator $0.00

25 17,185 L.F. 1-Way, 2" Sched 40 PVC Conduit in Unclassified Material

$0.00

26 1,570 L.F. 4-Way, 2" Sched 40 PVC Conduit, Sand Encased in Unclassified Material

$0.00

27 375 L.F. 6-Way, 2" Sched 40 PVC Conduit, Sand Encased in Unclassified Material

$0.00

28 130 L.F. 2-Way, 2" Sched 40 PVC Conduit, Directional Drilled

$0.00


$0.00


$0.00


$0.00


$0.00

33 475 L.F. 1-Way, 2" Sched 40 PVC Conduit, Open Cut in existing pavement

$0.00

Form 2506 (Rev. 01/16)Page 3 of 8


34 3 EA. L-867D Pull Box with Blank Cover $0.00

35 24 EA. 2-Way JCP $0.00

36 9 EA. 4-Way JCP $0.00

37 2 EA. 6-Way JCP $0.00

38 195 EA. L-861T(L) LED Elevated Taxiway Edge Light incl. base can

$0.00

39 10 EA. L-861T(L) LED Elevated Taxiway Edge Light incl. base can installed in existing pavement

$0.00

40 120 EA. L-861T(L) LED Elevated Taxiway Edge Light installed in existing pavement

$0.00

41 109 EA. L-861(L) LED Elevated Runway Edge Light on existing base can

$0.00

42 1 EA. L-861T(L) LED Elevated Runway Edge Light incl. base can installed in existing pavement

$0.00

43 24 EA. L-861E(L) LED Elevated Runway Threshold Light on existing base can

$0.00

44 8 EA. L-861E(L) LED Elevated Runway Threshold Light incl. base can installed in existing pavement

$0.00

45 14 EA. L-858(L) Guidance Sign, Size 1 - 1 Module, Single Face, on existing foundation

$0.00


$0.00


$0.00

48 1 EA. L-858(L) Guidance Sign, Size 1 - 2 Module, Single Face, on new foundation

$0.00

49 7 EA. L-853 Taxiway Retroreflective Edge Marker (Blue)

$0.00

$0.00Total Base Bid Option #1:

BASE BID - AIRPORT LIGHTING, RUNWAY MARKINGS AND SIGNAGE IMPROVEMENTS

OPTION #2: INCANDESCENT EDGE LIGHTS


1 1 L.S. Mobilization 0.00

2 1 L.S. Temporary Marking, Lighting, & Barricades 0.00

3 73,000 S.F. Pavement Marking Removal 0.00

4 67,500 S.F. Reflectorized Pavement Marking (White) 0.00

5 350 S.F. Reflectorized Pavement Marking (Yellow) 0.00

Form 2506 (Rev. 01/16)Page 4 of 8


6 18,000 S.F. Non Reflectorized Pavement Marking (Black)

0.00

7 150 EA. Remove & Dispose Elevated Edge Light, Stake Mount incl Box

0.00

8 253 EA. Remove & Dispose Elevated Edge Light, Base to Remain

0.00

9 15 EA. Remove & Dispose Elevated Edge Light, Base to be Removed

0.00

10 3 EA. Remove & Dispose Elevated Edge Light, Base to Remain, Install blank Cover

0.00

11 41 EA. Remove and Dispose Airfield Sign, Foundation to Remain

0.00

12 2 EA. Remove & Dispose Airfield Sign and Foundation

0.00

13 34,870 L.F. Remove & Dispose Existing L-824C Direct Buried Cable

0.00

14 46,300 L.F. Remove & Dispose Existing L-824C, in conduit

0.00

15 24,900 L.F. Remove & Dispose Existing #6AWG Counterpoise Wire

0.00

16 28 EA. Remove Duct Marker 0.00

17 92,890 L.F. No. 8 AWG, L-824C, Installed in conduit 0.00

18 15,600 L.F. No. 6 AWG Bare Counterpoise Wire including trench

0.00

19 1,850 L.F. No. 6 AWG Bare Counterpoise Wire, Installed in conduit trench

0.00

20 1 L.S. Temporary Elect Provisions 0.00

21 1 L.S. Vault Electrical Modifications 0.00

22 1 EA. 7.5 kVA Regulator 0.00

23 2 EA. 10 kVA Regulator 0.00

24 1 EA. 20 kVA Regulator 0.00

25 17,185 L.F. 1-Way, 2" Sched 40 PVC Conduit in Unclassified Material

0.00

26 1,570 L.F. 4-Way, 2" Sched 40 PVC Conduit, Sand Encased in Unclassified Material

0.00


0.00


0.00

Form 2506 (Rev. 01/16)Page 5 of 8



0.00


0.00


0.00


0.00

33 475 L.F. 1-Way, 2" Sched 40 PVC Conduit, open cut in existing pavement

0.00

34 4 EA. L-867D Pull Box with Blank Cover 0.00

35 24 EA. 2-Way JCP 0.00

36 9 EA. 4-Way JCP 0.00

37 2 EA. 6-Way JCP 0.00

38 7 EA. L-853 Taxiway Retroreflective Edge Marker (Blue)

0.00

39 195 EA. L-861T Elevated Taxiway Edge Light incl. base can

0.00

40 10 EA L-861T Elevated Taxiway Edge Light incl. base can installed in existing pavement

0.00

41 120 EA. L-861T Elevated Taxiway Edge Light installed on existing base can

0.00

42 109 EA. L-861 Elevated Runway Light on existing base can

0.00

43 1 EA. L-861 Elevated Runway Light incl base installed in existing pavement

0.00

44 24 EA. L-861E Elevated Runway Threshold Light on existing base can

0.00

45 8 EA. L-861E Elevated Runway Threshold Light incl base installed in existing pavement

0.00

46 14 EA. L-858 Guidance Sign, Size 1 - 1 Module, Single Face, on existing foundation

0.00


0.00


0.00

49 1 EA. L-858 Guidance Sign, Size 1 - 2 Module, Single Face, on new foundation

0.00

0.00Total Base Bid Option #2:

Form 2506 (Rev. 01/16)Page 6 of 8

BID SUMMARY :1

Subtotal

Subtotal

Base Bid Option #1: LED Light Fixtures

Subtotal

BID SUMMARY :2

Subtotal

Subtotal

Base Bid Option #2: Incandescent Edge Lights

Subtotal

It is understood the quantities of work to be done at unit prices are approximate and are intended for bidding purposes only. Bidders shall bid on all Base Bid Schedules and Add Alternates. Contract Award will be based on the lowest qualified bid for the base bid or the base bid and any combination of schedules and add alternates, depending on the availability of funds. Bidders understand the Agent reserves the right to reject any irregular bid and the right to waive technicalities if such waiver is in the best interest of the Owner or Agent and conforms to State and local laws and ordinances pertaining to the letting of construction contracts. Funding availability will be considered in selecting the bid award. The bidder agrees this bid shall be honored and may not be withdrawn for a period of 60 calendar days after the scheduled closing time for receiving bids. Upon receipt of the written "Notice of Award", the bidder will execute the formal contract agreement within 14 days and deliver a surety bond or bonds as required under the contract documents. The bid security attached, two percent (2%) of the total bid price stated in the bid, in the sum of $ is to become the property of the Agent in the event the contract is not executed as set forth in the contract documents as liquidated damages for the delay and additional expense caused thereby.

000.00

Bidder hereby agrees to commence work under this contract on or before a date to be specified in a written “Notice to Proceed” and to fully complete the project within one hundred and sixty (160) calendar days thereafter. Bidder further agrees to pay as liquidated damages the sum of $500 for each calendar day to complete the work beyond the allotted time or as extended by an approved Change Order or Supplemental Agreement.

By submission of a bid under this solicitation, bidder certifies the only persons or parties interested in this proposal are those named and the bidder has not directly or indirectly participated in collusion, entered into an agreement or otherwise taken any action in restraint of free competitive bidding in connection with the project.

Signature Title

Form 2506 (Rev. 01/16)Page 7 of 8

Mailing Address

Printed Name

City, State, Zip Code

Phone

Addendum No. Dated:

Addendum No. Dated:

Addendum No. Dated:

Addendum:

The undersigned Bidder certifies that he has acknowledged the addendum(s) to the contract as indicated below.

Qualification Acknowledgment:

The undersigned Bidder certifies they are a prequalified bidder with the Texas Department of Transportation (TxDOT) and is on the current TxDOT “Bidder's List” as indicated below:

Full Prequalification

Bidder's Questionnaire

OR

The undersigned Bidder is not a pre-qualified TxDOT bidder and has enclosed the bidder's qualifications per General Provision 20-02, Prequalification of Bidders.

I have enclosed qualification statements.

Qualification Acknowledgment Signature:

Mailing Address

Signature

City, State, Zip Code

Title

Form 2506 (Rev. 01/16)Page 8 of 8

Note: The bidder may also submit an electronically printed bid. The bid must have pay items in the same order and with the exact information as on this bid form. If submitting an electronically printed bid, please submit qualification/signature page. The bidder is responsible for incorrect information and will be considered non-responsive if pay items are incorrect.

Submit by E-mail

Lock Form (TxDOT Use Only)

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CONSTRUCTION

SAFETY & PHASING

PLAN

000014348

CL

RCJ

CL

07-22-2020

07-21-2020

07-21-2020

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8/1

9

Phase 1 (Not to Exceed 90 Calendar Days)

1. The Contractor shall implement a Safety Plan Compliance Document (SPCD).

2. The initial 30 days of this phase will be for Mobilization and equipment procurement.

3. Runway 15-33,Taxiway A, B, C, E & F will remain CLOSED for the remainder of this phase.

4. Runway 2-20 and Partial Taxiway D connecting to apron will remain OPEN for the duration

of this phase.

5. Construction equipment and/or contractor vehicles will not be allowed on active airport

pavement. Vehicles and equipment are to be routed around any active pavement.

6. Work activities within the limits of the work area for this phase:

- Install new medium intensity runway lighting (MIRL).

- Install new medium intensity taxiway lighting (MITL).

- Install new runway and taxiway guidance signs.

- Remove existing pavement markings.

- Replace runway designation number 15-33 to 16-34.

7. At the completion of the items above, coordinate with the Airport Director, Engineer, and

Construction Observer to open the work area as described in the steps below:

a. Clean all paved surfaces and remove FOD.

b. Remove all equipment, materials, and personnel from the work area.

c. Ensure 1.5" edge drop from pavement to ground for disturbed pavement edges.

GENERAL PHASING NOTES:

1. Construction personnel and equipment will not be allowed within areas open to

aircraft operations or the Airport Operations Area (AOA) until the area has been

closed to aircraft and NOTAMs have been issued. Contractor must confirm a NOTAM

is in place prior to entering AOA.

2. The Contractor shall supply portable hand-held radios to each supervisor. The

Contractor shall monitor CTAF/UNICOM Frequency 123.00 at all times during

construction and shall respond to any instructions from the Engineer, Airport

Personnel and/or Emergency Personnel immediately.

3. Contractor shall route all vehicles off the edges of existing pavement during dry

conditions to limit wear of existing pavements.

4. Temporary Erosion Control Devices shall be installed in the area of construction prior

to soil disturbing activities in that phase. Temporary Erosion Control Devices shall be

removed as directed by the Engineer.

5. Any rutting or damage to pavements to remain caused by Contractor's vehicle

operations shall be corrected by the end of the project by the Contractor at their own

expense.

6. Contractor shall install survey lath, at a minimum, at each corner of the construction

limits. If Contractor's employees, subcontractors, or suppliers are noted to cross into

active pavement, additional lath will be required to be installed.

Scale in Feet

0600300300

LEGEND:

Contractor Staging Area

Construction Limits

Contractor Haul/Access Route

Low Profile Barricade (Symbol does not denote the

number of barricades required. See CSPP Notes.)

Closed Runway Marking (See CSPP Notes.)

Closed Taxiway Marking (See CSPP Notes.)

Construction Limit Coordinates

1

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EG

IO

NA

L A

IR

PO

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

12

75

0 M

erit D

rive

| S

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5

70

| D

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CONSTRUCTION LIMITS (Phase 1)

Points Longitude LatitudeSite

Elevation (Ft)Object

Height (Ft)

OverallElevation

(Ft)

1 W97° 24' 24.28" N31° 08' 26.54" 660 20 6802 W97° 24' 32.75" N31° 08' 49.80" 671 20 6913 W97° 24' 27.25" N31° 08' 58.85" 669 20 6894 W97° 24' 16.27" N31° 08' 28.70" 663 20 6835 W97° 24' 33.82" N31° 08' 56.66" 675 20 6956 W97° 24' 51.98" N31° 09' 08.62" 687 20 7077 W97° 24' 49.24" N31° 09' 13.00" 684 20 7048 W97° 24' 41.92" N31° 09' 14.97" 679 20 6999 W97° 24' 49.74" N31° 09' 36.44" 680 20 700

10 W97° 24' 41.72" N31° 09' 38.60" 678 20 69811 W97° 24' 29.19" N31° 09' 04.20" 667 20 687

PHASE 1

1

Revised Per Addendum

No. 1 (08-19-2020)

Addendum #1 08-19-2020

08-19-2020

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INSTALL Closed

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Electrical Vault

INSTALL Closed

Runway Marking

INSTALL Low

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INSTALL Low

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INSTALL Low

Profile Barricades

INSTALL Low

Profile Barricades

INSTALL Low

Profile Barricades

INSTALL Low

Profile Barricades

INSTALL Low

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12

13

14

16

17

18

21

20

19

15

INSTALL Low

Profile Barricades

Taxiway A

Taxiw

ay B

Taxiw

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Ta

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Taxiway D

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Route to Work Area

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IO

NA

L A

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PO

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

12

75

0 M

erit D

rive

| S

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5

70

| D

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s 7

52

51

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CONSTRUCTION

SAFETY & PHASING

PLAN

000014348

CL

RCJ

CL

07-22-2020

07-21-2020

07-21-2020

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e: C

SP

P P

HA

SE

2

Plo

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2

02

0/0

8/1

9

Phase 2 (Not to Exceed 55 Calendar Days)

1. The Contractor shall implement a Safety Plan Compliance Document (SPCD).

2. Runway 2-20, Taxiway C parallel to Runway 2-20, and Taxiway D South of Runway 2-20,

Taiway E and F will be CLOSED for duration of this phase.

3. Install Closed Runway Markings and Low Profile Barricades at the locations shown.

4. Construction equipment and/or contractor vehicles will not be allowed on active airport

pavement. Vehicles and equipment are to be routed around any active pavement.

5. Work activities within the limits of the work area for this phase:

- Install new medium intensity runway lighting (MIRL).

- Install new medium intensity taxiway lighting (MITL).

- Remove existing pavement markings.

- Install new runway and taxiway guidance signs.

- Remark runway 2-20 to apply non precision marking and replace runway designation

number 2-20 to 3-21.

At the completion of the items above, coordinate with the Airport Director, Engineer, and

Construction Observer to open the work area as described in the steps below:

a. Clean all paved surfaces and remove FOD.

b. Remove all equipment, materials, and personnel from the work area.

c. Ensure 1.5" edge drop from pavement to ground for disturbed pavement edges

GENERAL PHASING NOTES:

1. Construction personnel and equipment will not be allowed within areas open to

aircraft operations or the Airport Operations Area (AOA) until the area has been

closed to aircraft and NOTAMs have been issued. Contractor must confirm a NOTAM

is in place prior to entering AOA.

2. The Contractor shall supply portable hand-held radios to each supervisor. The

Contractor shall monitor CTAF/UNICOM Frequency 123.00 at all times during

construction and shall respond to any instructions from the Engineer, Airport

Personnel and/or Emergency Personnel immediately.

3. Contractor shall route all vehicles off the edges of existing pavement during dry

conditions to limit wear of existing pavements.

4. Temporary Erosion Control Devices shall be installed in the area of construction prior

to soil disturbing activities in that phase. Temporary Erosion Control Devices shall be

removed as directed by the Engineer.

5. Any rutting or damage to pavements to remain caused by Contractor's vehicle

operations shall be corrected by the end of the project by the Contractor at their own

expense.

6. Contractor shall install survey lath, at a minimum, at each corner of the construction

limits. If Contractor's employees, subcontractors, or suppliers are noted to cross into

active pavement, additional lath will be required to be installed.

Scale in Feet

0600300300

LEGEND:

Contractor Staging Area

Construction Limits

Contractor Haul/Access Route

Low Profile Barricade (Symbol does not denote the

number of barricades required. See CSPP Notes.)

Closed Runway Marking (See CSPP Notes.)

Closed Taxiway Marking (See CSPP Notes.)

Construction Limit Coordinates

1

CONSTRUCTION LIMITS (Phase 2)

Points Longitude LatitudeSite

Elevation (Ft)Object

Height (Ft)

OverallElevation

(Ft)

12 W97° 24' 33.67" N31° 08' 48.30" 671 20 69113 W97° 24' 40.78" N31° 08' 51.57" 675 20 69514 W97° 24' 37.75" N31° 08' 50.13" 671 20 69115 W97° 24' 32.96" N31° 08' 57.99" 671 20 69116 W97° 24' 31.02" N31° 08' 52.65" 671 20 69117 W97° 24' 27.25" N31° 08' 58.85" 669 20 68918 W97° 24' 32.70" N31° 09' 13.84" 672 20 69219 W97° 24' 25.84" N31° 09' 15.68" 666 20 68620 W97° 24' 12.64" N31° 09' 37.39" 664 20 68421 W97° 24' 05.71" N31° 09' 34.27" 666 20 686

PHASE 2

1


No. 1 (08-19-2020)

Addendum #1 08-19-2020

08-19-2020

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CONSTRUCTION

SAFETY & PHASING

NOTES

000014348

CL

RCJ

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07-22-2020

07-21-2020

07-21-2020

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CONSTRUCTION SAFETY AND PHASING PLAN NOTES:

1. INTRODUCTION

FAA Advisory Circular 150/5370-2G has established criteria for the development and implementation of a Construction Safety and

Phasing Plan (CSPP) at the Draughon-Miller Central Texas Regional Airport (KTPL). This CSPP was prepared by Lochner in

coordination with the Airport Manager. This CSPP was submitted to the FAA for review and any comments are included in this

document. The CSPP will be included in the contract documents and will be reviewed with potential contractors at the pre-bid

conference. The Contractor is required to prepare a Safety Plan Compliance Document (SPCD) that details how the Contractor will

comply with the CSPP. The SPCD shall be submitted to the Airport Director and the Engineer to review and approve prior to issuance

of a Notice-To-Proceed.

2. PROJECT DESCRIPTION

The work to be completed consists of the following:

Base Bid

- Rehabilitate the MIRL system along Runway 15-33

- Rehabilitate the MIRL system along Runway 2-20

- Rehabilitate the MITL system along Taxiway A, B, C, D, E & F

- Replace Runway and Taxiway Guidance Signs

- Apply Non-Precision Markings to Runway 2-20

- Remove the Runway Designation Numbers 15-33 and 2-20 and Replace with Runway Designation Numbers 16-34 and 3-21.

The total construction time for this project is 160 calendar days.

3. COORDINATION (Section 2.5)

The Airport Director shall introduce the subject of airport operational safety during construction at the prebid and preconstruction

conferences. The Airport Director will notify tenants and local users of the planned construction activities including phasing and safety

at the airport.

A. Contractor Progress Meetings. Weekly progress meetings shall be held with the Airport Director, Engineer and/or the on-site

representative and the Contractor. The CSPP and SPCD shall be standing agenda items. Airport tenants and users shall be invited to

attend these meetings.

B. Scope or Schedule Changes. If changes to the scope of work or construction schedule are proposed, portions of this document

shall be revised and submitted for approval by the Airport Director and the Engineer.

C. FAA ATO Coordination. SF-7460-1 will be submitted to the FAA for the Runaway 2-20 & Runway 15-33 closure during the

construction.

Prior to the pre-construction meeting and as part of the Contractor's submittals, the Contractor shall submit a detailed schedule to the

Engineer and Airport for approval. A Strategic Events Submission form will be completed by the Engineer, and it will be submitted to

the FAA ATO P&R office. The Contractor will be required to perform the necessary work to complete work within the construction

limits during the time frame listed on the Strategic Events Submission form and as approved by FAA for the NAVAID shutdown.

4. PHASING (Section 2.6)

The construction sequence will be done in three (3) phases. Runway 15-33 will be closed during Phase 1, Runway 2-20 will be closed

during Phase 2. Runway 2-20 & Runway 15-33 both will be closed for operation during Phase 3.

A. Phase Elements

I. Areas closed to aircraft operations. Refer to Table 1 and CSPP drawings.

II. Duration of closures.

Phase I - 90 days

Phase II - 55 days

Phase III - 15 days

Runway 15-33: Shall be closed during Phase 1 and Phase 3 and open for Phase 2

Runway 2-20: Shall be closed during Phase 2 and Phase 3 and open for Phase 1

For Taxiways and Apron: Refer to Table 1 and CSPP drawings.

III. Taxi routes. Refer to Table 1 in Section 5 and CSPP drawings.

IV. ARFF access routes. The Contractor shall not impede ARFF local police or other emergency vehicles access to the Airport

during construction. Refer to Table 1 in Section 5 and CSPP drawings.

V. Construction staging areas. Refer to CSPP drawings for each phase of the project.

VI. Impacts to NAVAIDs. Refer to Table 3 in Section 6.

VII. Lighting and marking changes.The Medium Intensity Runway Lights (MITL) and signage on Runway 15-33 and Runway 2-20

will be replaced in this project along with the associated taxiways as shown in Table 1. The Runway Designation Numbers will be

updated on both runways and Non -Precision Markings will be applied to Runway 02-20

VIII. Available runway length. This project does not include any changes to the length of the runway.

IX. Required hazard marking and lighting. The Contractor shall install low profile barricades and closed runway and taxiway

markings, acting as temporary airport visual aids, to depict airfield pavements that are closed. Refer to CSPP drawings. The

contractor shall follow the AOA Access procedures described in Section 7.C.

X. Lead times for required notifications. Two (2) weeks prior to the start of construction. One (1) week is required prior to the

beginning of a new phase. See Section 6.B.

B. Construction Safety Drawings. Detailed CSPP drawings are included.

5. AREA AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY (Section 2.7)

A. Operational Effect Table. Contained within Table 1 below are the anticipated operational impacts to the Draughon-Miller Central

Texas Regional Airport (KTPL) during the course of the project. Contractor is required to coordinate with Airport Director and the

Engineer and/or the on-site representative as detailed in Section 3 and 7 of this document prior to impacting operations on the airport.

Table 1 Airport Operations Affected By Construction

B. Runway Safety Areas. Contractor shall not enter into the Runway Safety Area (RSA) when the runway is open to aircraft

operations. RSA dimensions are shown in Table 2 below and are depicted on the CSPP drawings.

Table 2 Runway Safety Areas of Active Runways

C. Runway Approach Protection Area. No construction activities are anticipated inside the approach/departure surfaces of Runway

15-33 and Runway 2-20.

D. Identification of Affected Areas. Refer to CSPP drawings.

E. Mitigation of Effects. Refer to CSPP drawings and Table 1 Airport Operations Affected By Construction. Project phasing has been

established so that aircraft may utilize Runway 15-33 and Runway 2-20 and have access to the terminal apron and hangars during

Phase I and Runway 15-33, Runway 2-20 and parallel taxiway will be closed during Phase II.

6. NAVIGATIONAL AID (NAVAID) PROTECTION. (Section 2.8)

A. Effects of Construction to NAVAIDs. Table 3 NAVAID Facility Impacts list the NAVAIDs at the Draughon-Miller Central Texas

Regional Airport (KTPL) and the phases of the project that will impact the individual NAVAIDs.

Table 3 NAVAID Facility Impacts

B. Coordination of NAVAID Impacts. Planned NAVAID impacts must be addressed in the Contractor's construction schedule. The

Contractor is required to provide 45 day notice to the Airport Director and the Engineer in order to notify FAA ATO/Technical

Operations,Sean Parker (254-298-5350), for removing a NAVAID from service. The Contractor is also required to provide at least one

(1) week notice in advance of any construction activities to allow the FAA sufficient time to locate and mark any existing field cables

which might be affected by this project to avoid unscheduled facility outages.

7. CONTRACTOR ACCESS (Section 2.9)

A. Location of Stockpiled Construction Materials. The Contractor is limited to the placement of construction materials at the

location shown within the CSPP drawings. The Contractor will be required to submit a SF-7460-1 form to the FAA for any materials or

equipment that exceed 20 feet above the ground. Typical processing time for the SF-7460-1 form is 45-60 days.

I. Height Restrictions. Stockpiles within the project limits and outside of the Runway 15-33 and Runway 2-20 OFA shall have

height limits of 20 feet (Refer to the CSPP drawings and Section 11.E).

II. Wildlife Attractant. Contractor shall manage stockpiles and maintain positive drainage so they do not become wildlife

attractants (Refer to Section 8.B).

III. Foreign Object Debris (FOD). Contractor shall manage stockpiles so they do not create FOD (Refer to Section 9).

IV. Marking and Lighting of Stockpiles. Contractor will not be required to mark or light material stockpiles if under 20'.

B. Vehicle and Pedestrian Operations. Vehicle and pedestrian access routes for airport construction projects must be controlled to

prevent inadvertent or unauthorized entry of persons, vehicles, or animals onto the Airport Operations Area. The contractor's

employees and equipment must remain within the construction limits at all times. At no time shall the contractor cross into the RSA of

an active runway.

C. Access to Airport Operations Area (AOA). The airport operations area is defined by the perimeter fence surrounding the airfield.

Contractor access onto the AOA is limited to the entrance shown on the CSPP project sheets.

I. Construction site parking. Contractor employee personal vehicles may not be parked or driven in the AOA except on

Contractor Access Routes and Staging Areas. Employee parking areas are identified on the CSPP drawings as the contractor's

staging area. Contractor vehicles and equipment are allowed inside the AOA, but confined to the project work limits. Equipment

staging and parking areas are as shown in the CSPP drawings. Additionally, Contractor may park vehicles anywhere within the

project work area as defined for each phase on the CSPP drawings, however vehicles must be a minimum of 400 feet from the

Runway 15-33 and 250 feet from the Runway 2-20 centerline when the runway is open.

II. Construction equipment. Except for pavers, no crawler-type equipment will be allowed on any airport pavement surface shown

to remain. Only rubber-tired vehicles under 36,000 lbs. GVWR will be allowed on airport pavement surfaces without prior Engineer

approval.

The Contractor shall be responsible for repairing any areas damaged by construction vehicles. The contractor shall document the

existing conditions of haul routes, staging areas, and pavements to remain by video and photo, prior to mobilizing. Video and photo

documentation shall be provided to the engineer. Repairs shall be adequate to return the damaged area to a condition equal to or

better than the condition prior to construction.

III. Access and haul roads. The CSPP drawings depict haul routes for both overall site access from surrounding public roadways

and haul routes to the individual phased work areas through the airport perimeter fence. Contractor access and hauling operations

are strictly limited to the haul routes shown. Any time a nonactive existing runway, taxiway or apron pavement is traversed or

crossed, the Contractor shall provide protection to the pavement. Escorts shall also be utilized for leading equipment and material

delivery vehicles from the construction limits until they exit the AOA.

Following completion of construction, the Contractor is required to restore haul routes to original conditions. The Contractor shall be

responsible for the restoration and seeding of the Contractor's storage area, access roads and haul roads. No direct payment will

be made for these items. Seeding shall be done in accordance with Item T-901: Seeding, of the project specification.

The Contractor will be required to repair any damage to public and airport roads caused by the Contractor's trucks and equipment

during the construction of the project. Repairs shall be adequate to return the roads to a condition equal to or better than the

condition prior to damage. All repair work shall be at the Contractor's expense. The public roads shall be videoed in the presence of

the Engineer or the on-site representative prior to construction in order to document their existing condition.

IV. Marking and lighting of vehicle. All construction vehicles on site shall be flagged and/or have a flashing beacon at all times in

accordance with AC 150/5210-5. Flashing amber beacon must be used during nighttime operations. Construction vehicles shall be

clearly marked and identifiable by a corporate name and logo. Construction vehicles may be painted any color or combination of colors

other than solid black or white. a yellowish-green color provides optimum visibility during all light levels encountered during a 24-hour day

and under variations of light that result from weather and seasonal changes (AC150/5370-5D).

Construction vehicles must be provided with a flag on a staff attached to the vehicle so that the flag will be readily visible. The flag

must be at least a 3-foot by 3-foot (0.9 meter by 0.9 meter) square having a checkered pattern of international orange and white

squares at least 1 foot (300 mm) on each side). During periods of low visibility, construction vehicles which are not escorted by a

properly lighted vehicle must be identified by a yellow flashing light (75 ± 15 flashes per minute) that conforms with the Society of

Automotive Engineers (SAE) Standard J578 Revised December 2006, color specification.

V. Description of proper vehicle operations. The following rules of operation must be followed at all times when driving on the

airport. Read each rule carefully and make sure you understand your responsibilities as a driver on the airport.

a. No person shall operate motorized vehicles or equipment of any kind on the airport unless in possession of a valid

operator's license as required by the State for the type of vehicle being operated.

b. No person shall operate a motor vehicle or other motorized equipment of any kind on the airport in a reckless or negligent

manner or without caution or in any manner that endangers or is likely to endanger persons or property, or in excess of 20

mph.

c. No person shall fail to give pedestrians and aircraft the right-of-way over vehicular traffic. All ground vehicles shall pass to

the rear of taxiing aircraft.

d. No person under the influence of alcohol or drugs shall operate a motor vehicle on the airport.

e. Airport Operators and contractors must take care to maintain security during construction when access points are created

in the security fencing to permit the passage of construction vehicles or personnel. Temporary gates should be equipped so

they can be securely closed and locked to prevent access by animals and unauthorized people.

VI. Required escorts. Vehicle escorts or flagmen are required for material delivery and equipment whenever entering active airfield

pavement. Escorts must be equipped with two-way radios tuned to the frequency in Section 7.C.IX. Escorts shall monitor the radio

and respond to instructions. Vehicle escorts are not required within the project phase limits.

VII. Training requirements for vehicle drivers. No additional vehicle training will be required of vehicle operators that meet the

requirements of CSPP Section 7.C.V and the requirements in AC 150/5370-2.

VIII. Situational awareness. Vehicle drivers must confirm by personal observation that no aircraft is approaching their position (either

in the air or on the ground) before crossing any area open to airport operations. If aircraft are in the vicinity of or moving along or

near the haul route, the contractor shall give the aircraft the right-of-way. Under no circumstances will aircraft traffic be allowed to

be affected by the operation of construction equipment, vehicles, or personnel on open sections of the airport pavement.

IX. Two-way radio communication procedures. The Contractor shall monitor Common Traffic Advisory Frequency (CTAF) 123.000

at all times during construction and shall respond to any instructions from the Engineer and/or Airport Personnel immediately. The

Contractor may utilize two way construction radios on the project provided that they do not interfere with existing Airport and FAA

communication equipment and frequencies. The Contractor shall utilize CTAF 123.000 to advise air and ground traffic of their intent

to cross the active pavement and when all personnel and equipment are clear of the active pavement. Aircraft shall always be

given the right-of-way.

X. Maintenance of the secured area of the airport. Except when moving materials, equipment, or personnel through the airport

perimeter fence, the Contractor shall keep the access gates closed. The access gates shall be locked during non-working hours.

8. WILDLIFE MANAGEMENT (Section 2.10)

A. Trash. All trash and food waste must be collected each day from construction personnel activities and removed off airport property.

B. Standing Water. All grading operations shall maintain positive drainage so as not to create ponding or other wildlife attractants.

The Contractor is responsible for correcting any area where grading operations create ponding water.

C. Tall Grass and Seeds. The Contractor will be required to establish a uniform stand of grass on all disturbed areas resulting from

construction activities. The airport maintenance personnel shall be responsible for mowing the airfield.

D. Poorly Maintained Fencing and Gates. If any existing fence and/or gate is damaged during construction the Contractor shall

repair it immediately at the Contractor's expense to the satisfaction of the Engineer.

E. Disruption of Existing Wildlife Habitat. No existing wildlife habitat will be impacted by the construction activities associated with

this project.

9. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT (Section 2.11)

The Contractor shall keep the project area free from loose or blowable debris at all times. This work shall be considered subsidiary to

other items in the contract. All pavements used by the Contractor shall be kept free of debris and thoroughly cleaned by the

Contractor.

All vehicles should be driven on clean, paved surfaces when possible. Vehicle operators shall monitor and inspect the condition of

their tires. FOD, including mud, dirt, sand, loose aggregate must be removed from pavement surfaces promptly and as completely as

practicable. Regular and thorough cleaning of the construction site, including the construction haul routes, is expected.

The contractor shall continuously inspect and monitor the surfaces of all movement areas including pavements (runways, taxiways

and aprons) to avoid and eliminate any loose objects/debris that might cause damage to aircraft or impair the operation of aircraft

systems. FOD awareness and removal shall be regularly discussed during contractor meetings.

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CHECKED BY

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DATE

DESIGNED BY DATE

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Operational

Requirement

Normal Phase 1 Phase 2 Phase 3

Runway 15-33

7,000' length, ADG

C-II

Closed

Open

Closed

Runway 2-20

4,740' length ADG

B-II

Open

Closed Closed

Taxiway A

TDG II Closed

Open

Closed

Taxiway B

TDG II Closed

Open

Closed

Taxiway C

TDG II Closed

Partially Open

Closed

Taxiway D

TDG II

Partially Open

Closed Closed

Taxiway E

TDG II Closed Closed Closed

Taxiway F

TDG II Closed Closed Closed

Terminal Apron

ADG II

Open Open

Closed

Runway

Aircraft Approach

Category

Airport Design

Group

RSA, Distance

From RW

Centerline

Runway 15-33

C II 250'

Runway 2-20

B II 150'

Facility Type Phase Impact Impact

Runway 15 MALSR

Phase 1 &

Phase 3

Facility will be out of service when RW is closed

Runway 33 PAPI-4L

Phase 1 &

Phase 3


Runway 20 PAPI-4L

Phase 2 &

Phase 3


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SUMMARY OF

QUANTITIES

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CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

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SUMMARY OF QUANTITIES

ITEM NO. SPEC ITEM DESCRIPTION UNIT

QUANTITY

ESTIMATED AS-CONST.

BASE BID

AIRPORT LIGHTING, RUNWAY MARKINGS AND SIGNAGE IMPROVEMENTS

OPTION #1 LED LIGHT FIXTURES

1 C-105 Mobilization LS 1

2 TEMP

Temporary Marking, Lighting, & Barricades

LS 1

3 P-101

Pavement Marking Removal

S.F.

73,000

4 P-620

Reflectorized Pavement Marking (White)

S.F.

67,500

5 P-620

Reflectorized Pavement Marking (Yellow)

S.F. 350

6 P-620

Non Reflectorized Pavement Marking (Black)

S.F.

18,000

7 L-105

Remove & Dispose Elevated Edge Light, Stake Mount Inc Box

EA 150

8 L-105

Remove & Dispose Elevated Edge Light, Base to Remain

EA 253

9 L-105

Remove & Dispose Elevated Edge Light, Base to be removed

EA 15

10 L-106

Remove & Dispose Elevated Edge Light, Base to Remain, Install Blank Cover

EA 3

11 L-105

Remove and Dispose Airfield Sign, Foundation to Remain

EA 41

12 L-105

Remove & Dispose Airfield Sign and Foundation

EA 2

13 L-105

Remove & Dispose Existing L-824C Direct Buried Cable

LF

34,870

14 L-105

Remove & Dispose Existing L-824C, in conduit

LF

46,300

15 L-105

Remove & Dispose Existing #6AWG Counterpoise Wire

LF

24,900

16 L-105 Remove Duct Marker EA 28

17 L-108

No. 8 AWG, L-824C, Installed in conduit

LF

92,890

18 L-108

No. 6 AWG Bare Counterpoise Wire including trench

LF

15,600

19 L-108

No. 6 AWG Bare Counterpoise Wire, Installed in conduit trench

LF

1,850

20 L-108

Temporary Elect Provisions

LS 1

21 L-109 Vault Electrical Modifications LS 1

22 L-109

4 kVA Regulator

EA 2

23 L-109

5 kVA Regulator

EA 1

24 L-109

7.5 kVA Regulator

EA 1

25 L-110

1-Way, 2" Sched 40 PVC Conduit in Unclassified Material

LF

17,185

26 L-110

4-Way, 2" Sched 40 PVC Conduit, Sand Encased Unclassified Material

LF

1,570

27 L-110

6-Way, 2" Sched 40 PVC Conduit, Sand Encased in Unclassified Material

LF 375

28 L-110

2-Way, 2" Sched 40 PVC Conduit, Directional Drilled

LF 130

29 L-110


LF 180

30 L-110


LF 250

31 L-110


LF 100

32 L-110


LF 780

33 L-110

1-Way, 2" Sched 40 PVC Conduit, Open Cut in Existing Pavement

LF 475

34 L-115 L-867D Pull Box with Blank Cover EA 3

35 L-115

2-Way JCP

EA 24

36 L-115

4-Way JCP

EA 9

37 L-115

6-Way JCP

EA 2

38 L-125

L-861T(L) LED Elevated Taxiway Edge Light incl. base can

EA 195

39 L-125

L-861T(L) LED Elevated Taxiway Edge Light Incl. base can installed in existing pavement

EA 10

40 L-125

L-861T(L) LED Elevated Taxiway Edge Light Installed on existing base can

EA 120

41 L-125

L-861(L) LED Elevated Runway Edge Light Installed on existing base can

EA 109

42 L-125

L-861(L) LED Elevated Runway Edge Light Incl. base can installed in existing pavement

EA 1

43 L-125

L-861E(L) LED Elevated Runway Threshold Light on existing base can

EA 24

44 L-125

L-861E(L) LED Elevated Runway Threshold Light Incl. base can installed in existing pavement

EA 8

45 L-125

L-858(L) Guidance Sign, Size 1 - 1 Module, Single Face, on existing foundation

EA 14

46 L-125


EA 14

47 L-125


EA 13

48 L-125

L-858(L) Guidance Sign, Size 1 - 2 Module, Single Face, on new foundation

EA 1

49 L-125

L-853 Taxiway Retroreflective Edge Marker (Blue)

EA 7

SUMMARY OF QUANTITIES

ITEM NO. SPEC ITEM DESCRIPTION UNIT

QUANTITY

ESTIMATED AS-CONST.

BASE BID

AIRPORT LIGHTING, RUNWAY MARKINGS AND SIGNAGE IMPROVEMENTS

OPTION #2 INCANDESCENT EDGE LIGHTS

1 C-105 Mobilization LS 1

2 TEMP

Temporary Marking, Lighting, & Barricades

LS 1

3 P-101

Pavement Marking Removal

S.F.

73,000

4 P-620

Reflectorized Pavement Marking (White)

S.F.

67,500

5 P-620

Reflectorized Pavement Marking (Yellow)

S.F. 350

6 P-620

Non Reflectorized Pavement Marking (Black)

S.F.

18,000

7 L-105

Remove & Dispose Elevated Edge Light, Stake Mount Inc Box

EA 150

8 L-105

Remove & Dispose Elevated Edge Light, Base to Remain

EA 253

9 L-105

Remove & Dispose Elevated Edge Light, Base to be Removed

EA 15

10 L-105

Remove & Dispose Elevated Edge Light, Base to Remain, Install blank Cover

EA 3

11 L-105

Remove and Dispose Airfield Sign, Foundation to Remain

EA 41

12 L-105

Remove & Dispose Airfield Sign and Foundation

EA 2

13 L-105

Remove & Dispose Existing L-824C Direct Buried Cable

LF

34,870

14 L-105

Remove & Dispose Existing L-824C, in conduit

LF

46,300

15 L-105

Remove & Dispose Existing #6AWG Counterpoise Wire

LF

24,900

16 L-105 Remove Duct Marker EA 28

17 L-108

No. 8 AWG, L-824C, Installed in conduit

LF

92,890

18 L-108

No. 6 AWG Bare Counterpoise Wire including trench

LF

15,600

19 L-108

No. 6 AWG Bare Counterpoise Wire, Installed in conduit trench

LF

1,850

20 L-108

Temporary Elect Provisions

LS 1

21 L-109 Vault Electrical Modifications LS 1

22 L-109

7.5 kVA Regulator

EA 1

23 L-109

10 kVA Regulator

EA 2

24 L-109

20 kVA Regulator

EA 1

25 L-110

1-Way, 2" Sched 40 PVC Conduit in Unclassified Material

LF

17,185

26 L-110

4-Way, 2" Sched 40 PVC Conduit, Sand Encased Unclassified Material

LF

1,570

27 L-110


LF 375

28 L-110


LF 130

29 L-110


LF 180

30 L-110


LF 250

31 L-110


LF 100

32 L-110


LF 780

33 L-110

1-Way, 2" Sched 40 PVC Conduit, open cut in existing pavement

LF 475

34 L-115 L-867D Pull Box with Blank Cover EA 4

35 L-115

2-Way JCP

EA 24

36 L-115

4-Way JCP

EA 9

37 L-115

6-Way JCP

EA 2

38 L-125

L-853 Taxiway Retroreflective Edge Marker (Blue)

EA 7

39 L-125

L-861T Elevated Taxiway Edge Light incl. base can

EA 195

40 L-125

L-861T Elevated Taxiway Edge Light incl. base can installed in existing pavement

EA 10

41 L-125

L-861T Elevated Taxiway Edge Light installled on existing base can

EA 120

42 L-125

L-861 Elevated Runway Light installled on existing base can

EA 109

43 L-125

L-861 Elevated Runway Light incl. base can installed in existing pavement

EA 1

44 L-125

L-861E Elevated Runway Threshold Light installled on existing base can

EA 24

45 L-125

L-861E Elevated Runway Threshold Light incl. base installed in existing pavement

EA 8

46 L-125

L-858 Guidance Sign, Size 1 - 1 Module, Single Face, on existing foundation

EA 14

47 L-125


EA 14

48 L-125


EA 13

49 L-125

L-858 Guidance Sign, Size 1 - 2 Module, Single Face, on new foundation

EA 1

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No. 1 (08-19-2020)

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No. 1 (08-19-2020)

Addendum #1 08-19-2020

08-19-2020

T F Addendum No. 1 - dot.state.tx.us · H.W. Lochner, Inc. 12750 Merit Drive Suite 570 Dallas, TX...

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Transcript of T F Addendum No. 1 - dot.state.tx.us · H.W. Lochner, Inc. 12750 Merit Drive Suite 570 Dallas, TX...