www.MidlandTexas.gov Engineering ▪ 300 N. Loraine, Midland TX 79701 ▪ 432-685-7286

ADDENDUM #1

Project Number U26-02

TO ALL BIDDERS ON THE SUBJECT BID: Todd Drive Waterline Extension - Phase 2

ADDENDUM #1

DATE: September 4, 2026

1. Q/A and Clarification

2. Revised Bid Items

3. Pay Notes

4. Additional City of Midland Details

5. Non-Mandatory Pre-Bid Meeting Agenda

6. Non-Mandatory Pre-Bid Meeting Attendance

PLEASE RETURN THIS ADDENDUM WITH YOUR BID BY THE CLOSING DATE.

All other terms and conditions shall remain the same.

Company Name

Bidder Authorized Signature Date

Please Print Above Name Phone

Todd Drive Waterline Extension – Phase 2 Project Number U26-02

Q/A and Clarification

During the Pre-Bid Meeting, the following questions were raised by one or more bidders. Below is a list of the questions along with the answers and clarifications.

Clarification: All addendum acknowledgement forms must be included with the bid for the bid to be considered complete. Bidders have sole responsibility for making sure they have and acknowledge all addendums provided for this project bid.

Clarification: Contractor must be willing to sign contract as is.

Clarification: Check that all insurance forms are in order when submitting bids.

Clarification: Check that all conflict-of-interest forms are completed if applicable.

Clarification: Contractor must fill out all bid items in the Proposal for the bid to be considered complete.

Clarification: All utility covers and cover patterns are to match the City standard details.

Clarification: Contractor is responsible for all Traffic Control during this project.

Clarification: Contractor is responsible for all construction staking.

Clarification: Saw-cutting is considered subsidiary to the bid items listed in the Proposal.

Clarification: All invoice submittals are to be itemized and are to match the Proposal item listed.

Clarification: There is a one (1) calendar year warranty period on this project.

Clarification: It is recommended that Bidders use the USPS mailing address rather than the physical City Hall address for bid submittals that are mailed in as the physical address has experienced issues on occasion in the past. The USPS mailing address is unchanged from what is listed in the original bid packet and the pre-bid teleconference meeting agenda.

Clarification: Contractor is responsible for maintaining access to all adjacent properties at all times, barring those times when actual construction activity necessary to complete the work is taking place in front of driveway approaches or similar points of access.

When such work is not occurring then access must be restored by means of traffic rated steel plates or other equivalent means until such time as the work is completed.

Clarification: Contractor is responsible for notifying all adjacent properties of any planned service interruptions no less than two (2) business days in advance of any such interruptions.

Service interruptions are to be kept as short as is reasonably possible. This requirement does not apply in emergency situations.

Clarification: The Bid Items section has been revised. Bidders are directed to remove the original version of the Bid Items section in its entirety and replace it with the revised version of the Bid Items attached to this Addendum 01. Revisions to Bid Items Include:

Project Name Updated from “Todd Road” to “Todd Drive.”

Water Bid Items, 1, 2, 3, 4, 5, 8, & 10 revised.

Clarification: A Pay Notes section has been added. Bidders are directed to include Pay Notes attached to this Addendum 01.

Clarification: Contractor shall be allowed to add a 12-inch temporary valve at the tie-in location in order to facilitate testing. The Contractor will remove 12-inch temporary valve before completion of the project.

Clarification: Water Bid Item 10 – the “Open Trenching of Water Main…” Bid Item is set at 4570

LF includes the 4500 LF of the 12” Water Main alongside the 70 LF for the 6” Water Main.

Clarification: A fiberglass manhole is acceptable for the air-release-valve. Refer to city details

313(A) and 313(B), attached and included in Addendum 01, for further detail on base requirements.

Clarification: The “ENCASED IN 16” STEEL PIPE” callout found on pages C120 and C121 are to be updated to 20-inch (20”). Water Bid Item 8 has been updated to reflect this change.

Question: Is the bidder or the City responsible for setting unit price on bid items which are marked as an “(Allowance)”?

Answer: The bidder shall provide a unit price for the bid items marked as an allowance.

Question: Water Bid Item 2 - The 6” water line bid item has a unit of Each (EA) is this correct or was it supposed to be Linear Feet (LF)? Please Confirm.

Answer: Water Bid Item 2, 6” Water Main, unit was supposed to be in Linear Feet (LF).

Water Bid Item 2 has been updated to reflect this change.

Question: Is a fiberglass manhole acceptable for the water air relief valve as depicted by City of

Midland detail 610 as found on Page 153 of the plan set?

Answer: Yes, a fiberglass manhole is acceptable. Please see attached City of Midland Details

313(A) and 313(B) for further clarification of the fiberglass manhole, and refer to City of Midland Details 608(A) and 608(B), found on page C152 of the plan set for further information.

Question: Will the Contractor be required to test the existing connection point considering the recency of Phase 1 of this project?

Answer: Yes. The Contractor will be required to perform all necessary testing for the entirety of this project.

Question: In the Bid Items sheet, it shows Vaults for the 12" & 6" Gate Valves and the Air

Relief Valve. But there are no details for a vault for any of these. Is a vault required for these? If so, can you add details for it, please?

Answer: A fiberglass manhole shall be used instead of a vault. Refer to city details 313(A) & 313(B) alongside 608(A) and 608(B) for further information.

Question: What is the attended level of Traffic Control expected for this project?

Answer: The Contractor is responsible of all Traffic Control for this project. The City expects the Contractor to comply with current TMUTCD guidance regarding Traffic Control.

A Traffic Control plan shall be submitted and then approved by the City before implementation for this project.

Question: Why were there no pay notes provided? And since there aren’t pay notes provided why are they being referenced in the bid items document?

Answer: Pay notes have been added through an attachment in Addendum 01. Bidders are directed to include Pay Notes.

Question: What is Misc. Item #7 defined as and what are the specs?

Answer: Bidders are directed to refer to the Pay Notes attachment in Addendum 01 for information.

Question: Misc Item #6 – How much spray watering is being required by this line item?

Answer: Per Note A.10 on page C140, “…EVENLY WITH WATER EQUIVALENT TO A

MINIMUM UNIFORM WATER VOLUME DEPTH OF 0.2” FOR ENTIRE

DESTURBED AREA…”

Question: In regard to traffic control, what kind of closure will be allowed? The plan show the

WL to only be about 5’ off the road meaning any equipment will be too close to the east lane. At minimum at least one lane will need to be closed but a full road closure would be preferred.

Answer: The Contractor will be required to maintain a minimum of one lane of traffic open during the entirety of the construction. The City expects the Contractor to comply with current TMUTCD guidance regarding Traffic Control. A Traffic Control plan shall be submitted and then approved by the City before implementation for this project.

Question: Water Item #9 – What all is covered under “connect to existing water main?”

Answer: Refer to attached Pay Notes in Addendum 01 for information.

Item

No. Quantity Unit Pay Note Unit Price Total Amount

Item

No. Quantity Unit Pay Note Unit Price Total Amount

Item

No. Quantity Unit Pay Note Unit Price Total Amount

(See Proposal sheet for additional information.)

Description

3) Traffic Control, furnished, installed, complete and in place.

STA

1)

Total Miscellaneous Items 1 - 7

STA

2)

BID ITEMS

Project Name: TODD DRIVE WATERLINE EXTENSION PHASE 2

Project Number: U26-02

Miscellaneous Items

Demolition Items

Mobilization, furnished, installed, complete and in place.

Erosion/Sediment Control, furnished, installed, complete and in place.

D155

LS

M3

SY

M1

M2

Description

1) Removal & Dispose of Existing Unclassified Pavement, complete and in place.

Description 1)

2) Removal & Disposal of Existing Unclassified Concrete Pavement, complete and in place. 152

12” AWWA C-900 DR18, PVC, Water Main, furnished, installed, complete and in place.

Water Items

Total Demolition Items 1 - 2

SY

2)

EA W3

3) 12” Gate Valve & Box (MJxMJ/FL), furnished, installed, complete and in place. 6

LF W2

D2

LF W1

4) Job Site Safety, furnished, installed, complete and in place. 44 STA M4

5) Seeding & Stablization, furnished, installed, complete and in place. 1755 SY M5

6” AWWA C-900 DR18, PVC, Water Main, furnished, installed, complete and in place.

7) Imported Structural Backfill Material (Allowance)

1900 CY M7

6) Spray Watering.

1 LS M6

Item

No. Quantity Unit Pay Note Unit Price Total Amount

6 GAL

6) Flowable Fill / 2-Sack Backfill, furnished, installed, complete and in place. 207 SY P6

2) 2" Type C HMAC Asphalt Pavement Repair (PG64-22), furnished, installed, complete and in place.

4) Bituminous Prime Coat (MC-30, 0.20 Gal / SY), furnished, installed, complete and in place.

5) Tack Coat (MC-30, 0.10 Gal / SY), furnished, installed, complete and in place.

3) 2" Type D HMAC Asphalt Pavement Repair (PG70-22), furnished, installed, complete and in place. 55 SY P3

SY P2

LF W10

Paving Items

Description

6" Commercial Concrete Driveway Approach Repair, furnished, installed, complete and in place.

3. Water Items $___________________________________________________________________________________________

$___________________________________________________________________________________________Total Price

Price For:

1. Miscellaneous Items

2. Demolition Items

4. Paving Items

1)

10) Open Trenching of Water Main, (0' - 10' Deep), furnished, installed, complete and in place.

P1

500 SY

P4

P7

SY

GAL

P5

Total Paving Items 1 - 7

8) 20" Steel Pipe Casing (1/4" Wall Thickness), furnished, installed, complete and in place

7) 6" Flexible Base (Type A, Grade 4), (Allowance)

W8

6” Gate Valve & Box (MJxMJ/FL), furnished, installed, complete and in place. 7 EA W4

54 LF

Total Water Items 1 - 10 $___________________________________________________________

9) Connect to Existing Water Main, furnished, installed, complete and in place. 1 EA W9

7) Ductile Iron Fittings, furnished, installed, complete and in place. 2240 LBS W7

Air Relief Valve & Box (Water Main), furnished, installed, complete and in place 1 EA W5

4)

5)

6) Fire Hydrant Assembly (≤ 5' Water Main Bury Depth), furnished, installed, complete and in place 7 EA W6

Pay Quantity Note

Miscellaneous Items 1 Mobilization M1 2 Erosion/Sediment Control, furnished, installed, compete and in place. M2 3 Traffic Control, furnished, installed, complete and in place. M3 4 Job Site Safety, furnished, installed, complete and in place. M4 5 Seeding and Stabilization, furnished, installed complete and in place M5 6 Spray Watering M6 7 Imported Structural Backfill Material (Allowance) M7

Demolition Items 1 Removal & Disposal of Existing Unclassified Pavement D1 2 Removal & Disposal of Existing Unclassified Concrete Pavement D2

Water Items 1 12" AWWA C-900 DR18, PVC, Water Main W1 2 6" AWWA C-900 DR18, PVC, Water Main W2 3 12" Gate Valve & Box (MJxMJ/FL) W3 4 6" Gate Valve & Box (MJxMJ/FL) W4 5 12" Air Relief Valve & Vault (Water Main) W5 6 Fire Hydrant Assembly (≤ 5' Water Main Bury Depth) W6 7 Ductile Iron Fittings W7 8 20" Steel Pipe Casing (1/4" Wall Thickness) W8 9 Connect to Existing Water Main W9 10 Open Trenching of Water Main (0'-10') W10

Paving Items 1 6" Commercial Concrete Driveway Approach P1

2" Type C HMAC Asphalt Pavement Surface Course (PG64-22, 110 LBS / SY @ 1" Thick)

P2

2" Type D HMAC Asphalt Pavement Surface Course (PG70-22, 110 LBS / SY @ 1" Thick)

P3

4 Bituminous Prime Coat (MC-30, 0.20 Gal / SY) P4 5 Tack Coat (MC-30, 0.10 Gal / SY) P5 6 6" Flexible Base (Type A, Grade 4) P6 7 Flowable Fill / 2-Sack Backfill P7

PAY NOTES

TODD DRIVE WATERLINE EXTENSION - PHASE 2

Bid Item

U26-02

M1

M2

M3

M4

M5

M6

M7

D1

D2

W1

W2

Includes the necessary equipment, labor, materials, and incidentals for Imported Structural Backfill Material per the construction drawings and City of Midland standards and specifications. Measurement and payment to be made per cubic yard placed.

Includes the necessary equipment, labor, materials, and incidentals for the installation of Water Mains per the construction drawings and City of Midland standards and specifications, including all embedment, detector wire, tracer tape, necessary testing, and appurtenances. Measurement and payment to be made per linear foot measured along the ground surface following the pipe centerline through all valves, fittings, structures, and appurtenances.

Includes the necessary equipment, labor, materials, and incidentals to implement Job Site Safety and to provide a safe work environment for the project work area (including all personal protection equipment, trench safety, etc.) per the construction drawings and in compliance with all applicable Federal, State, and

Local requirements or regulations including those of OSHA and the City of Midland. JOB SITE SAFETY IS

THE RESPONSABILITY OF THE CONTRACTOR. Measurement and payment to be made per station.

PAY QUANTITY NOTES

Includes the necessary equipment, labor, materials, and incidentals for all Mobilization to the job site complete and in place. Measurement and payment to be made per lump sum.

Includes the necessary equipment, labor, materials, and incidentals to implement the Erosion Control Plan per the construction drawings and City of Midland standards and specifications. Measurement and payment to be made per station.

Includes the necessary equipment, labor, materials, and incidentals to implement the Traffic Control per the approved Traffic Control Plan. Any required traffic control devices are to meet the City of Midland Traffic Division Standards. Measurement and payment to be made per station.

Includes the necessary equipment, labor, materials, and incidentals for Seeding & Stabilization per the construction drawings and City of Midland standards and specifications, including all removal, storage, and replacement of existing topsoil as well as all seeding and appurtenances. Watering is addressed in a separate pay note. Measurement and payment to be made per square yard measured along the ground surface.

Includes the necessary equipment, labor, materials, and incidentals for Spray Watering per the construction drawings and City of Midland standards and specifications, including all appurtenances. Measurement and payment to be made per lump sum.

Includes the necessary equipment, labor, materials, and incidentals for the Removal & Disposal of Existing Unclassified Concrete Pavement per the construction drawings and City of Midland standards and specifications including all pavement removal, saw-cutting, and appurtenances. Depths given are approximate and pavement material is to be removed in its entirety. No additional compensation will be made for increased pavement depth removal. Measurement and payment to be made per square yard measured along the ground surface.

Includes the necessary equipment, labor, materials, and incidentals for the Removal & Disposal of Existing

Unclassified Pavement per the construction drawings and City of Midland standards and specifications including all saw-cutting and appurtenances. Depths given are approximate and pavement material is to be removed in its entirety. No additional compensation will be made for increased pavement depth removal.

Saw-cut pavement edges are to be full pavement depth, cleanly cut, and clearly defined edges free of breaks. Measurement and payment to be made per square yard of unclassified pavement removed.

Includes the necessary equipment, labor, materials, and incidentals for the installation of Water Mains per the construction drawings and City of Midland standards and specifications, including all embedment, detector wire, tracer tape, necessary testing, and appurtenances. Measurement and payment to be made per linear foot measured along the ground surface following the pipe centerline through all valves, fittings, structures, and appurtenances.

W3

W4

W5

W6

W7

W8

W9

W10

P1

P2

P3

Includes the necessary equipment, labor, materials, and incidentals for the installation of a Fire Hydrant Assembly to a depth of 5' per the construction drawings and City of Midland standards and specifications, including all risers, embedment, gravel sump, thrust blocking, necessary testing, and appurtenances.

Measurement and payment to be made per each fire hydrant assembly installed.

Includes the necessary equipment, labor, materials, and incidentals for the installation of a Gate Valve & Box per the construction drawings and City of Midland standards and specifications, including all embedment, vault, joint restraint, thrust blocking, concrete collar, and appurtenances. Measurement and payment to be made per each valve and vault installed. Includes valves associated with tapping sleeves.

Includes the necessary equipment, labor, materials, and incidentals for the installation of Pipe Casing per the construction drawings and City of Midland standards and specifications, including all spacers, grout, embedment, detector wire, tracer tape, and appurtenances. Measurement and payment to be per linear foot measured along the ground surface following the pipe centerline through all valves, fittings, structures, and appurtenances.

Includes the necessary equipment, labor, materials, and incidentals for placement of Concrete Driveway Approach per the construction drawings and City of Midland standards and specifications including all forming, reinforcement, placement, jointing, sealing, finishing, and appurtenances. Pedestrian access ramps at the driveway approach are considered part of the approach and are not a separate bid item. Measurement and payment to be made per square yard of material placed measured along the ground surface.

Includes the necessary equipment, labor, materials, and incidentals for the placement of Type "D" HMAC Asphalt Pavement Surface Course (PG 70-22, 110 LBS / SY at 1" thick) per the construction drawings and City of Midland standards and specifications, including all placement, compaction, and appurtenances.

Measurement and payment to be made per square yard of material placed measured along the ground surface.

Includes the necessary equipment, labor, materials, and incidentals for the installation of a Gate Valve & Box per the construction drawings and City of Midland standards and specifications, including all embedment, vault, joint restraint, thrust blocking, concrete collar, and appurtenances. Measurement and payment to be made per each valve and vault installed. Includes valves associated with tapping sleeves.

Includes the necessary equipment, labor, materials, and incidentals for the installation of an Air Relief Valve & Box (Water Force Main) per the construction drawings and City of Midland standards and specifications, including all embedment, wrapping, joint restraint, thrust blocking, backfill, concrete collar, and appurtenances. Measurement and payment to be made per each valve installed.

Includes the necessary equipment, labor, materials, and incidentals for the placement of Type "C" HMAC Asphalt Pavement Surface Course (PG 64-22, 110 LBS / SY at 1" thick) per the construction drawings and City of Midland standards and specifications, including all placement, compaction, and appurtenances.

Measurement and payment to be made per square yard of material placed measured along the ground surface.

Includes the necessary equipment, labor, materials, and incidentals to Connect to Existing Water Main per the construction drawings and City of Midland standards and specifications, including all fittings, repairs, and appurtenances. Measurement and payment to be made per each connection made.

Includes the necessary equipment, labor, materials, and incidentals for the installation of Ductile Iron Fittings per the construction drawings and City of Midland standards and specifications, including all embedment, wrapping, thrust blocking, joint restraints, and appurtenances. All fittings are to be C153 ductile iron compact fittings. Fitting weights are established from Tyler Union Quality Waterworks Products Catalog PC-U2014, December, 2014 and payment will be made at the standard compact weight. Nuts, bolds, glands, and other associated accessories are not included as part of the fitting weight and are considered subsidiary to the weight of the fitting. Any additional required fittings not shown on the drawings will be paid for at weights established in the Tyler Union Waterworks Catalog.

Includes the necessary equipment, labor, materials, and incidentals for Open Trenching of Water Main per the construction drawings and City of Midland standards and specifications, including all unclassified excavation, backfill not including flowable fill backfill, providing trench safety and protection for workers to install pipe, structures, and appurtenances. Measurement and payment to be made per linear foot measured along the ground surface following the pipe centerline through all structures, fittings, and appurtenances.

P4

P5

P6

P7

Includes the necessary equipment, labor, materials, and incidentals for application of Bituminous Prime Coat (MC-30, 0.20 GAL / SY) per the construction drawings and City of Midland standards and specifications, including all appurtenances. Measurement and payment to be made per gallon of material applied at the designated rate.

Includes the necessary equipment, labor, materials, and incidentals for placement of Flexible Base compacted to 95% Density, ASTM D1557, per the construction drawings and City of Midland standards and specifications including all placement, compaction, and appurtenances. Measurement and payment to be made per square yard of material placed measured along the ground surface.

Includes the necessary equipment, labor, materials, and incidentals for installation of Flowable Fill / 2-Sack Backfill (Portland Cement 2 Sack = 188 LBS/CY) per the construction drawings and City of Midland standards and specifications, including all reinforcement, placement, and appurtenances. Measurement and payment to be made per square yard of material placed measured along the ground surface.

Includes the necessary equipment, labor, materials, and incidentals for application of Tack Coat (MC-30,

0.10 GAL / SY) per the construction drawings and City of Midland standards and specifications, including all appurtenances. Measurement and payment to be made per gallon of material applied at the designated rate.

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Todd Drive Waterline Extension Non-Mandatory Pre-Bid Meeting Agenda

Project No. U26-02 September 3rd, 2026

Discussion Items

1. Sign-In Sheet

2. Personnel Overview o Carl Craigo – Public Works Officer o Gabe McClelland – Director Engineering Services o Bobby Wojciechowski – Assistant Director of Engineering o Josh Ferguson – Assistant City Engineer o Ryan Conner – Engineer I o Alma McCammond – Assistant Utilities Director o Ever Pando-Sotelo – Water & Wastewater o Taha Sakrani – City Traffic Engineer o Troy Clabaugh – Traffic Operations Superintendent o Jesse Trejo – Construction Manager, construction management & inspections o Stephen Lamb – Franchise Utility Coordinator o Kirby Jones – Project Manager, document processing & payments o Michael Williams – Stormwater Manager o Natalie Burgard – Administrative Assistant, document processing o Liz Sanchez – Purchasing Manager, conduct bid process & bid opening

3. Project Overview and Scope o In general, this project involves the extension of a new 12” water line.

o This project scope includes the installation of proposed 12” water line by opening trenching within City Right-of-Way, installation of fire hydrant assemblies, stub outs, as well as removal and replacement of existing driveway approaches, along with HMAC and concrete pavement replacement when necessary.

4. Bid Process o Pre-Bid meeting attendance is non-mandatory to bid on this project.

o ATTENTION: All questions submitted before or after the Non-Mandatory Pre-Bid Meeting must be submitted via email to the following email address:

purchasing@midlandtexas.gov o Addendum distributed by email the Friday afternoon following the Pre-Bid Meeting.

The deadline to ask or send questions for the addendum is this Friday, September 4th, 2026 at Noon (CST).

Questions asked after the Noon deadline will be directed to the information already provided in the bid documents or included in the Addendum.

o ATTENTION: Bidders are to submit bids either through the City of Midland’s online procurement portal, by mail, or in person.

If bidders choose to submit their bid packets digitally through the online procurement portal, it can be accessed at:

https://midlandtexas.bonfirehub.com/

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If bidders choose to mail their bid packets in, then they are to mail the bid packet to one of the addresses listed below:

USPS Mailing Address:

City of Midland, Texas Attn: City Secretary’s Office P.O. Box 1152 Midland, TX 79702

– OR –

Physical Address for mail carriers other than USPS:

City of Midland, Texas Attn: City Secretary’s Office 300 North Loraine St., Suite 330 Midland, TX 79701

If bid packets are delivered in person then bidders must drop the bid packets off at the first-floor front desk of City Hall before the bid opening deadline.

o Bid Opening is Thursday, September 10th, 2026 at 2:00 PM in the City Hall Council Chamber located on the 1st Floor of Midland’s City Hall.

The Bid Opening will be open to the public.

No late bids will be accepted.

Bidders must be willing to sign the contract as is.

Bidders must complete the conflict of interest forms if applicable.

Bidders must fill out all bid items in the Proposal. If bid items are left blank then the bid will be considered non-responsive.

Bidders have sole responsibility for making sure they have and acknowledge all addendums provided. If all acknowledgement forms are not included with the bid packet submittal then the bid will be considered non-responsive.

Bidders must provide proof that they possess active licenses equal to or a higher class than a Water Operator D license and either a Wastewater D license or a Class 1 Collections license.

5. Notice to Proceed o Date of Notice to Proceed to be determined at the Pre-Construction Meeting.

o Pre-Construction Meeting date will be set after the project bid is awarded.

6. Payment o Invoices should be submitted on or before the 1st day of each month and cover work completed up to the 25th day of the preceding month.

o Invoice submittals are to be itemized and match the bid items listed in the bid packet Proposal.

o 5% retainage until project completion, acceptance, and final payment.

o Recommended that invoices state “Invoice Due Upon Receipt” or have a due date that is two (2) weeks after the date the invoice is submitted.

7. Project Schedule o City Inspector must be notified of all work occurring and be able to perform inspections on any construction or installation that occurs.

o Typically work times are Monday – Friday from 8:00 AM – 5:00 PM. No work earlier than

7:00 AM or later than 8:00 PM without City permission unless for emergency conditions.

o Work is not to occur on Sundays or legal holidays unless required for emergency situations.

o Work is not to occur on Saturdays unless requested by Contractor in writing at least 48-hours in advance and approved by the City Engineer.

8. Project Specifics o Bidders must provide documentation as part of the bid packet submittal proving that they possess both an active license equal to or a higher class than a Water Operator D license and an active license equal to or a higher class than either a Wastewater D license or Class 1 Collections license, and the Contractor must maintain bother of these

P:\Engineering Services\Engineering Projects\2026\U26-02 Todd Road Util Imp\02 LEGAL\2.7 Addendums\_AD#1\20260903 U26-02 Todd Road Util Imp - Pre-Bid Agenda.doc active licenses for the entirety of the project. Bids without this proof of active licensure will be deemed non-responsive and will not be accepted.

o Comply with all OSHA and other applicable safety requirements and regulations at all times.

o Construction staking is solely the responsibility of the Contractor.

o Construction testing is solely the responsibility of the Contractor.

o Contractor is responsible for all Erosion Control for this project.

The winning contractor must submit all TCEQ documentation etc., large or small site notice for linear projects. Please read all requirements in the Construction General Permit regarding linear projects and proper documentation. This is to be submitted to the City of Midland at least 2 days before ground is disturbed for small sites or 7 days before ground is disturbed for large sites.

Contractor is required to place erosion control BMPs as needed and to regularly maintain any BMPs placed. Project site is to be kept reasonably clean, and any piles of spoils, backfill material, etc. are to include sand bag BMPs or similar temporary erosion protection emplacements at all times.

Contractor is required to remove all temporary BMPs placed at the end of the project. This is considered subsidiary to the overall project.

o Contractor is responsible for all Traffic Control for this project.

Contractor is responsible for coordinating with the City.

Contractor is responsible for maintaining access to all adjacent properties during this project.

Contractor is responsible for notifying affected property owners at least two (2) business days in advance of any planned access interruptions.

Contractor is directed to use steel plates or other means to enable access to adjacent properties when work is not actively occurring at an otherwise blocked point of access so long as this does not conflict with the approved traffic control plan.

Contractor is responsible for coordinating with City Transportation to have any traffic control signs removed or relocated as needed by the City.

o Contractor is responsible for maintaining service to adjacent lots during this project.

Contractor must notify affected properties at least two (2) business days prior to any planned service interruption.

o Material stored on the project site must be properly stored and protected from damage and weathering.

o There is a one (1) calendar year warranty period on this project. This includes all infrastructure installed.

9. Additional Information, Clarifications, and Corrections o Bidders are directed to bid the item quantities listed in the Bid Packet’s Proposal.

o Contractor is reminded that structures, trees, and overhead lines are common, and contractor to provide proper equipment to complete all work required for this project.

10. Any Additional Questions

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Please direct all questions or comments following the Pre-Bid Meeting to the designated email address for the City of Midland at purchasing@midlandtexas.gov.