Addendum _1.pdf

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ADDENDA

SECTION 00 01 15

ADDENDA

ADDENDUM #1

PROJECT NAME: STREET IMPROVEMENT PROGRAM YEARS 4

ISSUED: August 25, 2026

BID DATE: September 8, 2026 at 2:00 P.M.

FROM: Westwood Professional Services 4060 Bryant Irvin Road Fort Worth, Texas 76109

TO: Prospective Bidders

This Addendum forms a part of the Bidding Documents and will be incorporated into Contract Documents, as applicable. Insofar as the original Contract Documents and Specifications and Construction Plans are inconsistent, this Addendum governs. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents (inside). Note receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. FAILURE TO DO SO MAY

SUBJECT BIDDER TO DISQUALIFICATION.

Prospective bidders are hereby notified of the following:

CONTRACT DOCUMENTS

1. REMOVE Section 00 42 00 Bid Proposal Form, REPLACE with attached Section 00

42 00 Bid Proposal Form.

a. Added base bid item 11A, Asphalt Spot Repair

b. Revised amount for Item 11, Construction Contingency

2. REMOVE Section 02 00 00 Project Technical Specifications, REPLACE with attached Section 02 00 00 Project Technical Specifications.

a. Added Item 11A, Asphalt Spot Repair

All other provisions of the plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect.

Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal.

RECEIPT ACKNOWLEDGED: Christopher J. Cha, P.E., By:

END OF SECTION

F-11756 8/25/2026

1 1 LS Mobilization (Spec No. 01 29 10)

DOLLARS AND

CENTS PER LS

2 1 LS Traffic Control (Spec No. NCTCOG 801.1)

DOLLARS AND

CENTS PER LS

3 1 LS Temporary Erosion, Sedimentation And Water Pollution

Prevention (SWPPP) (Spec No. NCTCOG 202)

DOLLARS AND

CENTS PER LS

4 2 EA Project Signs (Spec No. NCTCOG 107.21)

DOLLARS AND

CENTS PER EA

5 5,415 SY Full-Depth Reclamation - 8" depth, 22' width (Spec No.

TxDOT SS 3052)

DOLLARS AND

CENTS PER SY

6 41 TON Cement @ 15 lbs/sy (Spec No. TxDOT DMS-4600)

DOLLARS AND

CENTS PER TON

7 5,415 SY 2" Type "D" DGHMA (Method PG 64-22) include Prime Coat

(Spec No. NCTCOG 302)

DOLLARS AND

CENTS PER SY

8 576 LF Remove Exist. Culvert Pipe & Replace with 18" RCP (Spec

No. NCTCOG 501.6)

DOLLARS AND

CENTS PER LF

9 17 EA Remove Exist. Concrete Collar, Adjust Valve Box to Grade, and Replace Concrete Collar (Spec No. DETAIL W-11)

DOLLARS AND

CENTS PER EA $______________ $________________

UNIT PRICE BID FORM

BASE BID - N. SNYDER AVE., 22' WIDTH

Section 00 42 10

ITEM

NO.

ITEM DESCRIPTION (SPECIFICATION NO.)

PRICES TO BE WRITTEN IN WORDS

UNIT PRICE TOTAL PRICE

ESTIMATED

QUANTITY

Section 00 42 10

Unit Price Bid Form

10 4 EA Remove Exist. Concrete Collar, Adjust Manhole Ring to

Grade, and Replace Concrete Collar (Spec No. DETAIL SS-

13)

DOLLARS AND

CENTS PER EA

11A 1,000 SY Asphalt Spot Repair (Spec No. TxDOT 247 and TxDOT 700)

DOLLARS AND

CENTS PER SY

11 1 LS Construction Contingency (Spec No. N/A)

DOLLARS AND

CENTS PER LS

$ 100,000.00 $ 100,000.00

SUBTOTAL BASE BID $

A-5 1,760 SY Full-Depth Reclamation - 8" depth, 22' width (Spec No.

TxDOT SS 3052)

DOLLARS AND

CENTS PER SY

A-6 14 TON Cement @ 15 lbs/sy (Spec No. TxDOT DMS-4600)

DOLLARS AND

CENTS PER TON

A-7 1,760 SY 2" Type "D" DGHMA (Method PG 64-22) include Prime Coat

(Spec No. NCTCOG 302)

DOLLARS AND

CENTS PER SY

SUBTOTAL ADDITIVE ALTERNATE A $

B-5 1,665 SY Full-Depth Reclamation - 8" depth, 22' width (Spec No.

TxDOT SS 3052)

DOLLARS AND

CENTS PER SY

B-6 13 TON Cement @ 15 lbs/sy (Spec No. TxDOT DMS-4600)

DOLLARS AND

CENTS PER TON

ADDITIVE ALTERNATE B - HARMONSON AVE., 22' WIDTH

ADDITIVE ALTERNATE A - N. COLLEGE AVE., 22' WIDTH

ITEM

NO.

ESTIMATED

QUANTITY

ITEM DESCRIPTION (SPECIFICATION NO.)

PRICES TO BE WRITTEN IN WORDS

UNIT PRICE TOTAL PRICE

ITEM

NO.

ESTIMATED

QUANTITY

ITEM DESCRIPTION (SPECIFICATION NO.)

PRICES TO BE WRITTEN IN WORDS

UNIT PRICE TOTAL PRICE

Section 00 42 10

B-7 1,665 SY 2" Type "D" DGHMA (Method PG 64-22) include Prime Coat

(Spec No. NCTCOG 302)

DOLLARS AND

CENTS PER SY

SUBTOTAL ADDITIVE ALTERNATE B $

C-5 1,590 SY Full-Depth Reclamation - 8" depth, 22' width (Spec No.

TxDOT SS 3052)

DOLLARS AND

CENTS PER SY

C-6 12 TON Cement @ 15 lbs/sy (Spec No. TxDOT DMS-4600)

DOLLARS AND

CENTS PER TON

C-7 1,590 SY 2" Type "D" DGHMA (Method PG 64-22) include Prime Coat

(Spec No. NCTCOG 302)

DOLLARS AND

CENTS PER SY

C-9 5 EA Remove Exist. Concrete Collar, Adjust Valve Box to Grade, and Replace Concrete Collar (Spec No. DETAIL W-11)

DOLLARS AND

CENTS PER EA $______________ $________________

C-10 1 EA Remove Exist. Concrete Collar, Adjust Manhole Ring to

Grade, and Replace Concrete Collar (Spec No. DETAIL SS-

13)

DOLLARS AND

CENTS PER EA

SUBTOTAL ADDITIVE ALTERNATE C $

D-5 1,565 SY Full-Depth Reclamation - 8" depth, 22' width (Spec No.

TxDOT SS 3052)

DOLLARS AND

CENTS PER SY

D-6 12 TON Cement @ 15 lbs/sy (Spec No. TxDOT DMS-4600)

DOLLARS AND

CENTS PER TON

ADDITIVE ALTERNATE D - N. JACKSON AVE., 22' WIDTH

ADDITIVE ALTERNATE C - N. DENTON AVE., 22' WIDTH

ITEM

NO.

ESTIMATED

QUANTITY

ITEM DESCRIPTION (SPECIFICATION NO.)

PRICES TO BE WRITTEN IN WORDS

UNIT PRICE TOTAL PRICE

ITEM

NO.

ESTIMATED

QUANTITY

ITEM DESCRIPTION (SPECIFICATION NO.)

PRICES TO BE WRITTEN IN WORDS

UNIT PRICE TOTAL PRICE

Section 00 42 10

D-7 1,565 SY 2" Type "D" DGHMA (Method PG 64-22) include Prime Coat

(Spec No. NCTCOG 302)

DOLLARS AND

CENTS PER SY

D-10 1 EA Remove Exist. Concrete Collar, Adjust Manhole Ring to

Grade, and Replace Concrete Collar (Spec No. DETAIL SS-

13)

DOLLARS AND

CENTS PER EA

SUBTOTAL ADDITIVE ALTERNATE D $

E-5 6,275 SY Full-Depth Reclamation - 8" depth (Spec No. TxDOT SS

3052)

DOLLARS AND

CENTS PER SY

E-6 48 TON Cement @ 15 lbs/sy (Spec No. TxDOT DMS-4600)

DOLLARS AND

CENTS PER TON

E-7 6,275 SY 2" Type "D" DGHMA (Method PG 64-22) include Prime Coat

(Spec No. NCTCOG 302)

DOLLARS AND

CENTS PER SY

SUBTOTAL ADDITIVE ALTERNATE E $

GRAND TOTAL AMOUNT BID (BASE + ADDITIVE ALTERNATES A THROUGH E) $

ADDITIVE ALTERNATE E - W. 2ND ST., 22' AND 33' WIDTH

ITEM

NO.

ESTIMATED

QUANTITY

ITEM DESCRIPTION (SPECIFICATION NO.)

PRICES TO BE WRITTEN IN WORDS

UNIT PRICE TOTAL PRICE

Section 00 42 10

Section 02 00 00 Page 1 of 3

Project Technical Specifications

N:\_PKC\DWG-33\3340-13.294\Construction Projects\Snyder Improvements\Project Specifications - Asphalt\02 00 00 Project

Technical Specification -Asph.docx

Section 02 00 00

PROJECT TECHNICAL SPECIFICATIONS

STREET IMPROVEMENT PROGRAM YEAR 4

Technical specifications for this project shall be governed generally by the North Central Texas Council of Governments (NCTCOG) - Public Works Construction Standards latest edition and, Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges adopted by Texas Department of Transportation in 2014 (TxDOT), except as modified or amended by the construction contract documents. The NCTCOG and TxDOT Specifications are considered part of the Project Construction Contract Documents as if bound herein.

BID ITEM NOS. 1: MOBILIZATION

This item governs the movement of personnel, equipment and supplies to and from the project site to begin work and will be in accordance to Item 01 29 10. This item will be measured by the lump sum (LS) as work progresses. Payment for this item will be partial payments as depicted in Item 01 29 10 payment section and shall be full compensation for all materials, labor, tools, equipment, and incidentals necessary to complete the work.

BID ITEM NOS. 2: TRAFFIC CONTROL

This item is for the design, installation, relocation, removal, and continual maintenance of traffic control devices during the construction of the paving, storm, drainage, water, and sewer facilities and shall be done in accordance with NCTCOG Item 801.1. A traffic control plan shall be submitted by the Contractor for approval by the City. The plans shall be prepared by a Texas licensed Professional Engineer in accordance with the latest edition of the Texas Manual on Uniform Traffic Control Devices, (TMUTCD). Measurement and payment for this item shall be made on the basis of the lump sum (LS) price bid for the design, preparation, installation, relocation, removal, and maintenance of the traffic control plan.

BID ITEM NO. 3: TEMPORARY EROSION, SEDIMENTATION AND WATER POLLUTION PREVENTION

(SWPPP)

This item governs the installation, maintenance, and removal of erosion, sedimentation, and environmental control devices and shall be done in accordance with NCTCOG Item 202. An SWPPP shall be provided by the Contractor and shall be prepared by a Professional Engineer licensed in the State of Texas. This item will be measured as a lump sum (LS). Payment for this item shall be by the contract unit price bid per lump sum and shall be full compensation all maintenance materials, labor, tools, equipment, and incidentals necessary to complete the work. These devices shall not be removed for any reason until the project is approved by the City of Justin.

BID ITEM NO. 4: PROJECT SIGN

This item governs the installation, maintenance, and removal of project signs and shall be done in accordance with NCTCOG Item 107.21, “Project Signs.” This item will be measured per each (EA).

Payment for this item shall be by the contract unit price bid per each and shall be full compensation all maintenance materials, labor, tools, equipment, and incidentals necessary to complete the work. These devices shall not be removed for any reason until the project is approved by the City of Justin. The project sign shall be submitted for approval prior to fabrication and placement.

BID ITEM NO. 5, A-5, B-5, C-5, D-5, AND E-5: FULL DEPTH RECLAMATION – 8” DEPTH

This item governs full-depth reclamation (FDR) using asphalt emulsion and cement. FDR shall be performed in accordance with TxDOT Special Specification 3052. Paving width shall 22 feet with the exception of the east section of additive alternate E which is to be 33 feet. Measurement and payment for

Section 02 00 00 Page 2 of 3

N:\_PKC\DWG-33\3340-13.294\Construction Projects\Snyder Improvements\Project Specifications - Asphalt\02 00 00 Project this item shall be by the contract unit price bid per square yard (SY) and shall be full compensation for all materials, blading/shaping, haul off of excess material, labor, tools, equipment, and incidentals necessary to complete the work.

BID ITEM NO. 6, A-6, B-6, C-6, D-6, AND E-6: CEMENT @ 15 LBS/SY

This item governs the furnishing and application of cement for FDR. Cement shall meet the requirements of TxDOT DMS-4600. Measurement and payment for this item shall be by the contract unit price bid per ton and shall be full compensation for all materials, labor, tools, equipment, and incidentals necessary to furnish and apply cement for stabilization.

BID ITEM NO. 7, A-7, B-7, C-7, D-7, AND E-7: 2” TYPE “D” DGHMA (METHOD PG 64-22)

This item governs the furnishing and constructing of 2” Thick Type “D” HMAC (Method PG64-22) pavement and shall be in accordance to NCTCOG Item 302. Tack and prime coats required for construction shall be considered subsidiary to this item. Measurement and Payment shall be by the contract unit price bid per square yard (SY) and shall be full compensation for materials, labor, equipment, tools, and incidentals necessary to complete the work.

BID ITEM NO. 8: REMOVE EXISTING CULVERT PIPE & REPLACE WITH 18” RCP

This item governs the removal of existing culvert and furnishing and constructing of 18” Reinforced

Concrete Pipe. Measurement and Payment shall be by the contract unit price bid linear foot (LF) and shall be full compensation for materials, labor, equipment, tools, and incidentals necessary to complete the work.

BID ITEM NO. 9 AND C-9: REMOVE EXISTING CONCRETE COLLAR, ADJUST VALVE BOX TO

GRADE, AND REPLACE CONCRETE COLLAR

This item governs the furnishing and constructing of reinforced concrete valve collars. Existing collars are to be removed prior to FDR work and replaced prior to paving operations (after adjustment to finished grade). Collars shall be in accordance with City Detail W-11. Measurement and Payment shall be by the contract unit price bid per each (EA) and shall be full compensation for materials, sawcutting, labor, equipment, tools, and incidentals necessary to complete the work.

BID ITEM NO. 10, C-10, AND D-10: REMOVE EXISTING CONCRETE COLLAR, ADJUST MANHOLE

RING TO GRADE, AND REPLACE CONCRETE COLLAR

This item governs the furnishing and constructing of reinforced concrete manhole collars. Existing collars are to be removed prior to FDR work and replaced prior to paving operations (after adjustment to finished grade). Collars shall be in accordance with City Detail SS-13. Measurement and Payment shall be by the contract unit price bid per each (EA) and shall be full compensation for materials, sawcutting, labor, equipment, tools, and incidentals necessary to complete the work.

BID ITEM NO. 11A: ASPHALT SPOT REPAIR

This item governs the asphalt spot repair of asphalt pavements and shall be in accordance with TxDOT

Item 700, “Pothole Repair (Standard)(0"-5" Deep)”. Saw-cut the sides of the repair area. Remove loose material from repair area. Grade 1-2 Type A 6” flex base repair is subsidiary to this item and shall be in accordance with TxDOT Item 247, “FL BS (CMP IN PLC)(TY A GR 1-2) (6")”. Place and compact flex base.

Apply tack coat to surface area. Place Type C HMAC repair material to finish grade of roadway surface.

Compact to full consolidation. Measurement and payment for this item shall be by the contract unit price bid per square yard (SY) and shall be full compensation for all materials, labor, tools, equipment, and incidentals necessary to complete the work.

Section 02 00 00 Page 3 of 3

N:\_PKC\DWG-33\3340-13.294\Construction Projects\Snyder Improvements\Project Specifications - Asphalt\02 00 00 Project

BID ITEM NO. 11: CONSTRUCTION CONTINGENCY

This pay item shall be used at the direction of the City for unforeseen or excluded items associated with the water main installation. This item will only pay for work performed at the direction of the City. Any work performed without the authorization of the City shall not be paid for under this bid item. Authorization of work is required prior to any work performed under this item. The bidder shall include this amount within their bid and understand the intent is to not utilize this item. The fee associated with this item is not required to be a part of the required 5% bid surety. At the completion of the project, funds not utilized under this item shall be removed via a construction change order