25-025 2026.09.11 D23-01 Jal Draw Excavation Addendum 03 Combined.pdf

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

ADDENDUM #03

Project Number D23-01

TO ALL BIDDERS ON THE SUBJECT BID: JAL DRAW EXCAVATION

ADDENDUM #03

DATE: September 11, 2026

1. Q/A and Clarification

2. Revised Bid Items

3. Revised Pay Notes

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

Jal Draw Excavation

Project Number D23-01

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 information provided in Addendum 01 and 02 for this project remains in effect unless specifically addressed in this Addendum 03.

Clarification: All addendum acknowledgment 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.

Question: The alignment and plan view show a mixed-use path 4368 LF long. Typical section calls out 3686 LF Long. Please verify length of mixed-use path.

Answer: The mixed-use path is 4,368 LF long. The Plan and Profile sheets indicate a total length of 4,368 LF. The 3,686 LF shown in the Alignment refers to the Jal Draw centerline and does not represent the length of the mixed-use path.

Question: Typical Sections shows finish slope limits as ROW/ESMT to ROW/ESMT for channel excavation, plan view shows grading limits that do not extend to the

ROW/ESMNT. Which are we to use?

Answer: The grading limits shown in the Plan View shall govern. The Typical Sections are intended to illustrate the typical channel section and do not supersede the grading limits shown in the Plan View.

Question: For the Armaflex articulated concrete block mattress is the cable running through the blocks connecting them wanted?

Answer: Yes. The cable running through the articulated concrete block mattress and connecting the individual blocks is required.

Question: Are the rock filter dams to be replaced? Demo item #3 calls for them to be removed but the erosion control sheets shown them present and there’s a detail for them as well. If they are to be replaced can a line item be added for them?

Answer: Demolition Bid Items 2 and 3 for Removal of Stabilized Construction Exists and

Removal of Rock Filter Dam have been removed from the Bid Items as described in the Clarification above. The placement, maintenance, and removal of all temporary erosion control measures and infrastructure are considered part of the scope covered by Miscellaneous Bid Item 2, Erosion/Sediment Control, and all costs associated with this, including for the removal of stabilized construction exists or rock filter dams, are to be included as part of this bid item's unit price bid and will not be paid for as a separate bid item.

Question: In lieu of the concrete block mattress, would 4” concrete rip-rap or 6” of 2-sack with

3-4” crushed rock be and acceptable replacement?

Answer: Bidders are directed to bid the project as designed.

Question: Will a CAD file be provided within a timely manner before the project start date?

Answer: No CAD files will be provided for this project.

Question: The Excel Bid Item Table has a Line item for the Basket Total (Total Additive

Alternate) and a Line item for the Grand Total (Total Base Bid + the Additive

Alternate Bid Items).

The PDF Bid Item Table has a Line for the “Total Additive Alternate Bid Items 1-

3”, another Line for the “Additive Alternate Bid Items” and another Line for the

“Total Additive Alternate Bid Price”. All three of these are the same number.

Was it your intent, on the PDF Bid Table, to have the last Line Item be for Total

Base Bid + Additive Alternate Bid Items or Grand Total, as it is on the Excel Bid

Table?

Answer: No, The PDF version of the Bid Items is correct, including the totals. The intent of the Bid Items format is to group the bid items for the Base Bid and Additive

Alternate Bid into categories that include a total for all the individual bid items in each category, then provide a summary of all the categories and their individual totals at the end of the category list, and then lastly to provide the final combined total of all the individual category totals in either the Base Bid or the Additive

Alternate Bid at the end of their respective sections of the Bid Items. In this particular case, it just so happened that there was only one category for the Additive

Alternate Bid portion, but that is not always the case and this format is applied consistently for all City projects, so while it may look a little odd this time, the information breakdown is still correct. The reason the Base Bid and the Additive

Alternative Bid are not shown in a combined total in the PDF format is because the project is only awarded based on the Base Bid total, not the combined total of both the Base Bid and the Additive Alternate Bid. If the City decides to award both of these then both totals will of course be combined in the final award amount, but because the City may choose to only award the Base Bid, and to avoid confusion during the bid process, they are kept separate to avoid anyone mistakenly trying to determine the bid results based on the combined total of the Base Bid and Additive

Alternate Bid instead of only the Base Bid total.

The City will attempt to revise the Excel version of the Bid Items included in Bonfire to correctly show the Base Bid total and Additive Alternate Bid total, however if this is not possible Bidders are hereby notified that this project bid will be awarded based on the Base Bid total as seen in the PDF version of the Bid Items, not the combined

Base Bid and Additive Alternate Bid total, even if the Excel table in Bonfire only includes the combined Base Bid and Additive Alternate Bid total.

Question: What spec to refer to for bid item #1-6 spray watering?

Answer: There are no City specifications for the Spray Watering bid item. Bidders are directed to Erosion Control Note I.x found on Sheet GN-03 (page 3) of the construction drawing set in addition to Pay Note M6 in the Project Manual for additional information regarding this bid item and what it requires.

Item

No. Quantity Unit Pay Note Unit Price Total Amount

SY

M4

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

6 MO

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

6 MO

150,000

M2

M3

M5

2)

Mobilization, furnished, installed, complete and in place.

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

5)

6 MO

M1

Total Miscellaneous Items 1 - 6

MO

BID ITEMS

Project Name: Jal Draw Excavation

Project Number: D23-01

Miscellaneous Items

1)

Seeding & Stabilization, furnished, installed, complete and in place.

(See Proposal sheet for additional information.)

Description

Spray Watering, furnished, installed, complete and in place.6)

1 LS M6

Item

No. Quantity Unit Pay Note Unit Price Total Amount

1) Unclassified Embankment (Density Controlled), furnished, installed, complete and in place. P1

Total Paving Items 1 - 5

$___________________________________________________________________________________________Total Base Bid Price:

Price For Base Bid:

1. Miscellaneous Items

2. Demolition Items

CY

$___________________________________________________________________________________________3. Paving Items

Demolition Items

Description

Total Demolition Items 1 - 1

4) Articulated Concrete Block Mattress and Geotextile Fabric, furnished, installed, complete and in place. 2300 SF P4

Unclassified Channel Excavation , furnished, installed, complete and in place.

2)

79290 CY P2

Paving Items

Description

Removal of Concrete Rip Rap, complete and in place.1)

120 SY D1

3) Unclassified Channel Excavation & Church Grade Restoration

Embankement, furnished, installed, complete and in place. 4710 CY P3

6” Concrete Rip-Rap, furnished, installed, complete and in place.5)

224 SY P5

2) 6” Flexible Base (Type A, Grade 4), furnished, installed, complete and in place. SY A2

Price For Additive Alternate Bid:

1. Additive Alternate Bid Items $___________________________________________________________________________________________

3) Bituminous Prime Coat (MC-30, 0.20 Gal / SY), furnished, installed, complete and in place. 968 GAL A3

Total Additive Alternate Bid Price: $___________________________________________________________________________________________

Total Additive Alternate Bid Items 1 - 3 $___________________________________________________________

Additive Alternate Bid Items - Shared Use Trail

Description

1) 2” Type D HMAC Asphalt Pavement Surface Course (PG70-22, 110 LBS /

SY @ 1” Thick), furnished, installed, complete and in place. 4840 SY A1

Pay Quantity Note

Miscellaneous Items

1 Mobilization M1

2 Erosion/Sediment Control M2

3 Traffic Control M3

4 Job Site Safety M4

5 Seeding & Stabilization M5

6 Spray Watering M6

Demolition Items

1 Removal of Concrete Rip - Rap D1

Paving Items

1 Unclassified Embankment (Density Controlled) P1

2 Unclassified Channel Excavation P2

3 Unclassified Channel Excavation & Church Grade Restoration Embankement P3

4 Articulated Concrete Block Mattress and Geotextile Fabric P4

5 6" Concrete Rip - Rap P5

Additive Alternate Items

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

@ 1" Thick) A1

2 6" Flexible Base (Type A, Grade 4) A2

3 Bituminous Prime Coat (MC-30, 0.20 Gal / SY) A3

Jal Draw Excavation

PAY NOTES

D23-01

Bid Item

M1

M2

M3

M4

M5

M6

D1

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 the Removal of Concrete Rip - Rap per the construction drawings and City of Midland standards and specifications, including all appurtenances.

Measurement and payment to be made per Square Yard measured.

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 month.

PAY QUANTITY NOTES

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, including the placement, maintenance, and removal of all temporary erosion control measures and infrastructure. Measurement and payment to be made per month.

Includes the necessary equipment, labor, materials, and incidentals to implement the Traffic Control per the approved Traffic Control Plan , including the placement, maintenance, and removal of all temporary erosion control measures and devices. Any required traffic control devices are to meet the City of Midland Traffic

Division Standards. Measurement and payment to be made per month.

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 month.

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.

P1

P2

P3

P4

P5

A1

A2

A3

Includes the necessary equipment, labor, materials, and incidentals for placement of Unclassified Channel

Excavation & Church Grade Restoration Embankement per the construction drawings and City of Midland standards and specifications, including all existing pavement and substructure removal, unclassified excavation, material removal, rock removal, sprinkling, rolling, correction of soft spots, grading, sloping, compaction, and appurtenances. Measurement and payment to be made per each cubic yard placed.

Includes the necessary equipment, labor, materials, and incidentals for placement of Unclassified

Embankment per the construction drawings and City of Midland standards and specifications, including all sprinkling, rolling, correction of soft spots, grading, sloping, compaction, and appurtenances. Measurement and payment to be made per each cubic yard placed.

Includes the Necessary equipment, labor, materials, and incidentals for the installation of Concrete Rip - Rap perr the construction drawings and City of Midland standards and specifications including all excavation, forms, reinforcement, placement, jointing, sealing, finishing, and appurtenances. Measurement and payment to be made per square yard placed measured along the ground surface.

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 placement of Unclassified Channel

Excavation per the construction drawings and City of Midland standards and specifications, including all existing pavement and substructure removal, unclassified excavation, material removal, rock removal and appurtenances. Measurement and payment to be made per each cubic yard of material removed.

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 placement of Articulated Concrete

Block Mattress and Geotextile Fabric per the construction drawings and City of Midland standards and specifications, including all sprinkling, rolling, correction of soft spots, grading, sloping, compaction, and appurtenances. Measurement and payment to be made per each square foot placed.