7-00 41 01 Bid Proposal Workbook.xlsx
XLSX spreadsheet 165 KB Posted
- Solicitation number
- 26-0125
- Issued by
- Tarrant County, Frankston Town, Texas
About this file
This is a Bid Proposal Workbook for a construction project issued by the City of Fort Worth, Texas, for the reconstruction of Bonds Ranch Road from Wagley Robertson to Hawks Landing (CPN 103278). The project encompasses three primary units: Unit I – Roadway & Drainage, Unit II – Water & Sewer, and Unit III – Signal & Illumination. The scope of work includes reconstruction of the existing two-lane road into a four-lane divided neighborhood connector with intersection improvements and traffic signals at Wagley Robertson Road and Fossil Springs Drive. The project requires installation of approximately 5,800 linear feet of storm drain, 750 linear feet of water line (16" and 36"), 350 linear feet of 12" sanitary sewer, major drainage channel grading at outfalls, street lighting, pavement markings, signing, and utility adjustments. The bid proposal includes 252 line items with varying quantities across the four units, including mobilization, site clearing, excavation, paving (asphalt and concrete), utilities installation and removal, traffic control, and landscaping restoration. Offerors must submit unit prices for each item, and the total proposal amount will be read publicly at the proposal opening.
Offerors are required to submit a proposal bond equal to five percent of the maximum proposal amount, complete a Conflict of Interest Questionnaire or certify one is on file with the City Secretary's Office, and identify prequalified contractors for major work types including augur boring, tunneling, water transmission, asphalt paving, concrete paving, and roadway lighting. The proposal workbook includes allowances totaling $1,350,000 across construction ($1,000,000), irrigation restoration ($100,000), and landscaping restoration ($50,000), plus separate allowances for water ($200,000) and sewer ($50,000) work. Offerors must acknowledge receipt of all addenda and certify that the proposal is genuine, not collusive, and made without corrupt, fraudulent, or coercive practices. The contractor must achieve Substantial Completion within a specified number of days from the Notice to Proceed, with liquidated damages provisions for delays. Nonresident offerors must complete Section 00 43 37 identifying their state of principal business location and applicable underproposal requirements under Texas Government Code Chapter 2252. All proposals must include required documentation such as the proposal bond, prequalification statement, conflict of interest affidavit, and vendor compliance certification.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-Proposal 01-ProjectExperience.docx | DOCX document | |
| 4-Proposal 03-Safety.docx | DOCX document | |
| 5-103278-Bonds Ranch Rd ProjectManual-Final 102 .pdf | ||
| 2-00 11 14 Invitation to Offerors CSP 02.10.2026.pdf | ||
| 1-Proposal 02-KeyPersonnel.docx | DOCX document | |
| 8-Submission Instructions - 26-0125.docx | DOCX document | |
| 6-103278-Bonds Ranch Rd Plans-Final 102 .pdf |
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Text version
00 35 13
| SECTION 00 35 13 |
| CONFLICT OF INTEREST STATEMENT |
| Each offeror or respondent to a City of Fort Worth procurement is required to complete a |
| Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's |
| Office pursuant to state law. |
| If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant |
| City Managers, or an agent of the City who exercise discretion in the planning, recommending, |
| selecting or contracting with an offeror or respondent is affiliated with your company, then |
| a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. |
| You are urged to consult with counsel regarding the applicability of these forms and Local |
| Government Code Chapter 176 to your company. |
The referenced forms may be downloaded from the links provided below.
Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) https://www.ethics.state.tx.us/data/forms/conflict/CIS.pdf
CIQ Form does not apply
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form does not apply
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
OFFEROR:
By:
Signature:
Title:
END OF SECTION
&"Arial,Regular"&8&A
CONFLICT OF INTEREST STATEMENT
Page &P of &N
&"Arial,Regular"&8CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 19, 2025 &"Arial,Regular"&8Bonds Ranch Road from Wagley Robertson to Hawks Landing
CPN 103278
00 41 00
| SECTION 00 41 01 | |
| PROPOSAL FORM | |
| TO: | The Purchasing Manager |
| c/o: The Purchasing Division | |
| 200 Texas Street | |
| City of Fort Worth, Texas 76102 |
FOR: Bonds Ranch Road from Wagley Robertson to Hawks Landing
City Project No.: 103278
| Units/Sections: | Unit I - Roadway & Drainage |
| Unit II - Water & Sewer | |
| Unit III - Signal & Illumination |
1. Enter Into Agreement
The undersigned Offeror proposes and agrees, if this Proposal is accepted, to enter into an Agreement with City in the form included in the Proposal Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Proposal Price and within the Contract Time indicated in this Proposal and in accordance with the other terms and conditions of the Contract Documents.
2. OFFEROR Acknowledgements and Certification
2.1. In submitting this Proposal, Offeror accepts all of the terms and conditions of the INVITATION TO OFFERORS and INSTRUCTIONS TO OFFERORS, including without limitation those dealing with the disposition of Proposal Bond.
2.2. Offeror is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Offeror certifies that this Proposal is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.
2.4. Offeror has not directly or indirectly induced or solicited any other Offeror to submit a false or sham Proposal.
2.5. Offeror has not solicited or induced any individual or entity to refrain from proposing.
2.6. Offeror has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the proposal process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the proposal process to the detriment of City (b) to establish Proposal prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Offerors, with or without the knowledge of City, a purpose of which is to establish Proposal prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the proposal process or affect the execution of the Contract.
3. Prequalification
The Offeror acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Augur Boring – Greater than 24-inch diameter casing and greater
b. Tunneling - 36 Inches - 60 Inches, and 350 LF or less
c. Water Transmission, Urban/Renewal, 42-inches and smaller
d. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards)
e. Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)
f. Roadway and Pedestrian Lighting
g. -
h. -
4. Time of Completion
4.1. The Offeror agrees to achieve Substantial Completion within _______ Days from the date of the Notice to Proceed which shall be the Contractor-Specified Time of Completion. This time will be read aloud at the time of the Proposals are publicly opened.
4.2. Offeror accepts the provisions of the Agreement as to Liquidated Damages in the event of obtaining Substantial Completion prior to the Contractor-Specified Time of Completion or failure to complete the Work within the times specified in the Agreement.
5. Attached to this Proposal
The following documents are attached to and made a part of this Proposal:
a. This Proposal Form, Section 00 41 00
b. Required Proposal Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Offeror, Section 00 43 37
e. Small Business Forms (required at time of bid)
f. Prequalification Statement, Section 00 45 12
| g. | Conflict of Interest Affidavit, Section 00 35 13 |
| *If necessary, CIQ or CIS forms are to be provided directly to City Secretary |
| h. | Tables and any additional documents that may be required by Section 12 of the Instructions to |
| Offerors |
6. Total Proposal Amount
6.1. Offeror will complete the Work in accordance with the Contract Documents for the following proposal amount. In the space provided below, please enter the total proposal amount for this project. Only this figure will be read publicly by the City at the proposal opening.
6.2. It is understood and agreed by the Offeror in signing this proposal that the total proposal amount entered below is subject to verification and/or modification by multiplying the unit proposal prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts.
6.3. -
Total Proposal ERROR:#REF!
7. Proposal Submittal
This Proposal is submitted on by the entity named below.
Respectfully submitted, Receipt is acknowledged of the following Addenda: Initial
| By:____________________________________________ | Addendum No. 1: | |
| (Signature) | Addendum No. 2: | |
| Addendum No. 3: | ||
| Addendum No. 4: | ||
| (Printed Name) |
Title:
Company: Corporate Seal:
Address:
State of Incorporation:
Email:
Phone:
END OF SECTION
&"Arial,Regular"&8 00 41 01
BID FORM
Page &P of &N
&"Arial,Regular"&8CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/19/2025 &"Arial,Regular"&8Bonds Ranch Road from Wagley Robertson to Hawks Landing
00 42 43
| SECTION 00 42 43 |
| PROPOSAL FORM |
UNIT PRICE PROPOSAL Offeror's Application UNIT PRICE PROPOSAL Owner's Application
Project Item Information Offeror's Proposal Project Item Information Proposal Item Funding and Percentage Breakdown
| Unit I: Roadway & Drainage | FAC: | FAC: | FAC: | FAC: | FAC: | FAC: | ||||||||||||||
| Proposal Item No. | Description | Specification Section No. | Unit of Measure | Proposal Quantity | Unit Price | Proposal Value | Proposal Item No. | Description | % This Item | Portion of Proposal Value Amount | % This Item | Portion of Proposal Value Amount | % This Item | Portion of Proposal Value Amount | % This Item | Portion of Proposal Value Amount | % This Item | Portion of Proposal Value Amount | % This Item | Portion of Proposal Value Amount |
| 1 | 0170.0100 Mobilization | 01 70 00 | LS | 1 | $0.00 | 1 | 0170.0100 Mobilization | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | ||||||||
| 2 | 0171.0101 Construction Staking | 01 71 23 | LS | 1 | 2 | 0171.0101 Construction Staking | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 3 | 0171.0102 As-Built Survey | 01 71 23 | LS | 1 | 3 | 0171.0102 As-Built Survey | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 4 | 0241.0100 Remove Sidewalk | 02 41 13 | SF | 4,200 | 4 | 0241.0100 Remove Sidewalk | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 5 | 0241.0300 Remove ADA Ramp | 02 41 13 | EA | 6 | 5 | 0241.0300 Remove ADA Ramp | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 6 | 0241.0401 Remove Concrete Drive | 02 41 13 | SF | 15,030 | 6 | 0241.0401 Remove Concrete Drive | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 7 | 0241.0500 Remove Fence | 02 41 13 | LF | 940 | 7 | 0241.0500 Remove Fence | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 8 | 0241.0550 Remove Guardrail | 02 41 13 | LF | 1,060 | 8 | 0241.0550 Remove Guardrail | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 9 | 0241.0705 Remove and Replace Mailbox - Brick | 02 41 13 | EA | 2 | 9 | 0241.0705 Remove and Replace Mailbox - Brick | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 10 | 0241.0800 Remove Rip Rap | 02 41 13 | SF | 480 | 10 | 0241.0800 Remove Rip Rap | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 11 | 0241.1000 Remove Conc Pvmt | 02 41 15 | SY | 1,520 | 11 | 0241.1000 Remove Conc Pvmt | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 12 | 0241.1100 Remove Asphalt Pvmt | 02 41 15 | SY | 19,260 | 12 | 0241.1100 Remove Asphalt Pvmt | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 13 | 0241.1300 Remove Conc Curb&Gutter | 02 41 15 | LF | 110 | 13 | 0241.1300 Remove Conc Curb&Gutter | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||
| 14 | 0241.1506 2" Surface Milling | 02 41 15 | SY | 1,220 | |||||||||||||||||
| 15 | 9999.0001 Remove 12" Storm Line | 02 41 14 | LF | 50 | |||||||||||||||||
| 16 | 0241.3011 Remove 15" Storm Line | 02 41 14 | LF | 60 | |||||||||||||||||
| 17 | 0241.3013 Remove 18" Storm Line | 02 41 14 | LF | 290 | |||||||||||||||||
| 18 | 0241.3014 Remove 21" Storm Line | 02 41 14 | LF | 270 | |||||||||||||||||
| 19 | 0241.3015 Remove 24" Storm Line | 02 41 14 | LF | 440 | |||||||||||||||||
| 20 | 0241.3017 Remove 30" Storm Line | 02 41 14 | LF | 250 | |||||||||||||||||
| 21 | 0241.3019 Remove 36" Storm Line | 02 41 14 | LF | 60 | |||||||||||||||||
| 22 | 0241.3023 Remove 48" Storm Line | 02 41 14 | LF | 120 | |||||||||||||||||
| 23 | 0241.3402 Remove 5' Storm Juntion Box | 02 41 14 | EA | 1 | |||||||||||||||||
| 24 | 0241.4001 Remove 10' Curb Inlet | 02 41 14 | EA | 4 | |||||||||||||||||
| 25 | 0241.4303 Remove 4' Grate Inlet | 02 41 14 | EA | 1 | |||||||||||||||||
| 26 | 0241.4401 Remove Headwall/SET (Sidestreet/Driveway) | 02 41 14 | EA | 17 | |||||||||||||||||
| 27 | 0241.4401 Remove Headwall/SET (STA 20+50) | 02 41 14 | EA | 2 | |||||||||||||||||
| 28 | 0241.4401 Remove Headwall/SET (STA 54+00) | 02 41 14 | EA | 2 | |||||||||||||||||
| 29 | 3217.4302 Remove 6" Pvmt Marking | 32 17 23 | LF | 1,000 | |||||||||||||||||
| 30 | 9999.0002 Remove Gravel Pavement | 02 41 15 | SF | 2,440 | |||||||||||||||||
| 31 | 9999.0003 Remove Gravel Drive | 02 41 15 | SF | 580 | |||||||||||||||||
| 32 | 9999.0004 Remove Metal Flume | 02 41 14 | EA | 1 | |||||||||||||||||
| 33 | 9999.0005 Remove Rolled Asphalt Curb | 02 41 15 | LF | 120 | |||||||||||||||||
| 34 | 3110.0101 Site Clearing | 31 10 00 | LS | 1 | |||||||||||||||||
| 35 | 3110.0102 6"-12" Tree Removal | 31 10 00 | EA | 81 | |||||||||||||||||
| 36 | 3110.0103 12"-18" Tree Removal | 31 10 00 | EA | 8 | |||||||||||||||||
| 37 | 3123.0101 Unclassified Excavation by Plan (Roadway) | 31 23 16 | CY | 29,560 | |||||||||||||||||
| 38 | 3124.0101 Embankment by Plan (Roadway) | 31 24 00 | CY | 4,060 | |||||||||||||||||
| 39 | 3123.0101 Unclassified Excavation by Plan (Channel A) | 31 23 16 | CY | 4,620 | |||||||||||||||||
| 40 | 3123.0103 Borrow by Plan (Channel A) | 31 23 23 | CY | 740 | |||||||||||||||||
| 41 | 3125.0101 SWPPP ≥ 1 acre | 31 25 00 | LS | 1 | |||||||||||||||||
| 42 | 3137.0101 Concrete Riprap | 31 37 00 | SY | 470 | |||||||||||||||||
| 43 | 3137.0104 Medium Stone Riprap, dry | 31 37 00 | SY | 2,300 | |||||||||||||||||
| 44 | 3201.0614 Conc Pvmt Repair, Residential | 32 01 29 | SY | 30 | |||||||||||||||||
| 45 | 3211.0113 8" Flexible Base, Type A, GR-1 | 32 11 23 | SY | 11,230 | |||||||||||||||||
| 46 | 3211.0400 Hydrated Lime | 32 11 29 | TN | 660 | |||||||||||||||||
| 47 | 3211.0502 8" Lime Treatment (48 LBS/SY) | 32 11 29 | SY | 27,490 | |||||||||||||||||
| 48 | 3212.0302 2" Asphalt Pvmt Type D | 32 12 16 | SY | 7,160 | |||||||||||||||||
| 49 | 3212.0504 7" Asphalt Base Type B | 32 12 16 | SY | 5,940 | |||||||||||||||||
| 50 | 3213.0105 10.5" Conc Pvmt | 32 13 13 | SY | 31,190 | |||||||||||||||||
| 51 | 3213.0301 4" Conc Sidewalk | 32 13 20 | SF | 65,160 | |||||||||||||||||
| 52 | 3213.0311 4" Conc Sidewalk, Adjacent to Curb | 32 13 20 | SF | 4,050 | |||||||||||||||||
| 53 | 3213.0322 Conc Curb at Back of Sidewalk | 32 13 20 | LF | 670 | |||||||||||||||||
| 54 | 3213.0401 6" Concrete Driveway | 32 13 20 | SF | 7,630 | |||||||||||||||||
| 55 | 3213.0504 Barrier Free Ramp, Type U-2 (MOD) | 32 13 20 | EA | 1 | |||||||||||||||||
| 56 | 3213.0506 Barrier Free Ramp, Type P-1 | 32 13 20 | EA | 6 | |||||||||||||||||
| 57 | 3213.0506 Barrier Free Ramp, Type P-1 (MOD) | 32 13 20 | EA | 26 | |||||||||||||||||
| 58 | 3216.0101 6" Conc Curb and Gutter | 32 16 13 | LF | 210 | |||||||||||||||||
| 59 | 9999.0006 10' Rolled Asphalt Curb Transition | 32 12 16 | EA | 5 | |||||||||||||||||
| 60 | 9999.0007 6" Gravel Driveway | 32 11 23 | SF | 500 | |||||||||||||||||
| 61 | 9999.0008 4" Colored Stamped Concrete Median | 32 13 13 | SY | 30 | |||||||||||||||||
| 62 | 9999.0009 Monolithic Median Nose | 32 13 13 | EA | 13 | |||||||||||||||||
| 63 | 9999.0010 TxDOT MBGF | TxDOT 540 | LF | 440 | |||||||||||||||||
| 64 | 9999.0011 TxDOT MBGF Long Span | TxDOT 540 | LF | 50 | |||||||||||||||||
| 65 | 9999.0012 TxDOT MBGF Terminal Anchor Section | TxDOT 544 | EA | 3 | |||||||||||||||||
| 66 | 9999.0013 TxDOT MBGF Downstream Anchor Terminal Section | TxDOT 544 | EA | 3 | |||||||||||||||||
| 67 | 9999.0014 TxDOT Pedestrian Handrail (PRD-13, Type F) | TxDOT 450 | LF | 520 | |||||||||||||||||
| 68 | 3217.0101 6" SLD Pvmt Marking HAS (W) | 32 17 23 | LF | 8,200 | |||||||||||||||||
| 69 | 3217.0102 6" SLD Pvmt Marking HAS (Y) | 32 17 23 | LF | 7,230 | |||||||||||||||||
| 70 | 3217.0103 6" BRK Pvmt Marking HAS (W) | 32 17 23 | LF | 1,400 | |||||||||||||||||
| 71 | 3217.0201 8" SLD Pvmt Marking HAS (W) | 32 17 23 | LF | 1,900 | |||||||||||||||||
| 72 | 9999.0015 12" BRK Pvmt Marking HAE (W) | 32 17 23 | LF | 90 | |||||||||||||||||
| 73 | 3217.0401 18" SLD Pvmt Marking HAE (W) | 32 17 23 | LF | 1,840 | |||||||||||||||||
| 74 | 3217.0403 18" SLD Pvmt Marking HAE (Y) | 32 17 23 | LF | 740 | |||||||||||||||||
| 75 | 3217.0501 24" SLD Pvmt Marking HAE (W) | 32 17 23 | LF | 1,470 | |||||||||||||||||
| 76 | 3217.0502 Preformed Thermoplastic Contrast Markings - 24” Crosswalk | 32 17 23 | LF | 2,270 | |||||||||||||||||
| 77 | 3217.1002 Lane Legend Arrow | 32 17 23 | EA | 38 | |||||||||||||||||
| 78 | 3217.1003 Lane Legend DBL Arrow | 32 17 23 | EA | 1 | |||||||||||||||||
| 79 | 3217.1004 Lane Legend Only | 32 17 23 | EA | 30 | |||||||||||||||||
| 80 | 3217.2103 REFL Raised Marker TY II-A-A | 32 17 23 | EA | 210 | |||||||||||||||||
| 81 | 3217.2104 REFL Raised Marker TY II-C-R | 32 17 23 | EA | 300 | |||||||||||||||||
| 82 | 3291.0100 Topsoil | 32 91 19 | CY | 1,170 | |||||||||||||||||
| 83 | 3292.0100 Block Sod Placement | 32 92 13 | SY | 10,520 | |||||||||||||||||
| 84 | 3341.0103 18" RCP, Class III | 33 41 10 | LF | 10 | |||||||||||||||||
| 85 | 3341.0201 21" RCP, Class III | 33 41 10 | LF | 570 | |||||||||||||||||
| 86 | 3341.0205 24" RCP, Class III | 33 41 10 | LF | 980 | |||||||||||||||||
| 87 | 3341.0302 30" RCP, Class III | 33 41 10 | LF | 1,540 | |||||||||||||||||
| 88 | 3341.0309 36" RCP, Class III | 33 41 10 | LF | 190 | |||||||||||||||||
| 89 | 3341.1102 4x3 Box Culvert | 33 41 10 | LF | 420 | |||||||||||||||||
| 90 | 3341.1201 5x3 Box Culvert | 33 41 10 | LF | 670 | |||||||||||||||||
| 91 | 3341.1402 7x4 Box Culvert | 33 41 10 | LF | 350 | |||||||||||||||||
| 92 | 3341.1403 7x5 Box Culvert | 33 41 10 | LF | 1,060 | |||||||||||||||||
| 93 | 3349.0001 4' Storm Junction Box | 33 49 10 | EA | 9 | |||||||||||||||||
| 94 | 3349.0002 5' Storm Junction Box | 33 49 10 | EA | 2 | |||||||||||||||||
| 95 | 3349.0003 6' Storm Junction Box | 33 49 10 | EA | 1 | |||||||||||||||||
| 96 | 3349.0104 4' Stacked Manhole | 33 49 10 | EA | 4 | |||||||||||||||||
| 97 | 9999.0016 Headwall 7'x5',7'x4' RCB, 3 pipes total | TxDOT 466 | EA | 1 | |||||||||||||||||
| 98 | 9999.0017 Headwall 7'x5' RCB, 2 pipes total | TxDOT 466 | EA | 1 | |||||||||||||||||
| 99 | 9999.0018 Headwall 24" RCP, 2 pipes total | TxDOT 466 | EA | 1 | |||||||||||||||||
| 100 | 9999.0019 Headwall 7'x4' RCB, 1 pipe total | TxDOT 466 | EA | 1 | |||||||||||||||||
| 101 | 9999.0020 Headwall 5'x3' RCB, 5 pipes total (Downstream) | TxDOT 466 | EA | 1 | |||||||||||||||||
| 102 | 9999.0021 Headwall 5'x3' RCB, 4 pipes total (Upstream) | TxDOT 466 | EA | 1 | |||||||||||||||||
| 103 | 3349.4104 21" SET, 1 pipe | 33 49 40 | EA | 2 | |||||||||||||||||
| 104 | 3349.4105 24" SET, 1 pipe | 33 49 40 | EA | 2 | |||||||||||||||||
| 105 | 3349.5001 10' Curb Inlet | 33 49 20 | EA | 1 | |||||||||||||||||
| 106 | 3349.5002 15' Curb Inlet | 33 49 20 | EA | 2 | |||||||||||||||||
| 107 | 3349.6001 10' Recessed Inlet | 33 49 20 | EA | 11 | |||||||||||||||||
| 108 | 3349.7001 4' Drop Inlet | 33 49 20 | EA | 1 | |||||||||||||||||
| 109 | 3349.7002 5' Drop Inlet | 33 49 20 | EA | 1 | |||||||||||||||||
| 110 | 3349.8001 10' Type 2 Inlet | 33 49 20 | EA | 8 | |||||||||||||||||
| 111 | 9999.0022 36" Arched Pipe | 33 41 10 | LF | 50 | |||||||||||||||||
| 112 | 9999.0023 6" Concrete Cap - Waterline | 32 13 13 | SF | 390 | |||||||||||||||||
| 113 | 9999.0024 10' TxDOT I-COB Inlet | TxDOT 465 | EA | 3 | |||||||||||||||||
| 114 | 3441.4001 Furnish/Install Alum Sign Mast Arm Mount | 34 41 30 | EA | 21 | |||||||||||||||||
| 115 | 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. | 34 41 30 | EA | 46 | |||||||||||||||||
| 116 | 3441.4004 Furnish/Install Alum Sign Ex. Pole Mount | 34 41 30 | EA | 23 | |||||||||||||||||
| 117 | 3441.4108 Remove Sign Panel and Post | 34 41 30 | EA | 27 | |||||||||||||||||
| 118 | 3471.0001 Traffic Control | 34 71 13 | MO | 24 | |||||||||||||||||
| 119 | 3471.0002 Portable Message Sign | 34 71 13 | LS | 1 | |||||||||||||||||
| 120 | 9999.0025 Temporary Asphalt Pavement w/ Flexbase | 32 12 16 | SY | 4,380 | |||||||||||||||||
| 121 | 9999.0026 Portable CTB For Traffic Control | TxDOT 512 | LF | 1,030 | |||||||||||||||||
| 122 | 9999.0027 Erosion Control Blanket (Lanklok TRM 450 or approved equal) | 31 25 00 | SY | 80 | |||||||||||||||||
| 123 | 9999.0028 Construction Allowance | 00 72 00 | LS | 1 | $ 1,000,000.00 | $ 1,000,000.00 | |||||||||||||||
| 124 | 9999.0029 SE Wagley Property Corner Site Maintenance and Mowing During Construction | 00 72 00 | LS | 1 | |||||||||||||||||
| 125 | 9999.0030 Irrigation Restoration Allowance | 00 72 00 | LS | 1 | $ 100,000.00 | $ 100,000.00 | |||||||||||||||
| 126 | 9999.0031 Landscaping Restoration Allowance | 00 72 00 | LS | 1 | $ 50,000.00 | $ 50,000.00 | |||||||||||||||
| Sub-Total Unit I - Roadway & Drainage | Sub-Total Unit I - Roadway & Drainage | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||||||
| Unit II: Water | FAC: | FAC: | FAC: | FAC: | FAC: | FAC: | |||||||||||||||
| 127 | 0170.0100 Mobilization | 01 70 00 | LS | 1 | |||||||||||||||||
| 128 | 3305.0109 Trench Safety | 33 05 10 | LF | 938 | |||||||||||||||||
| 128A* | 3311.0855 36" DIP Water, CSS Backfill (Restrained Joints) | 33 11 10 | LF | 322 | |||||||||||||||||
| 128B* | 3311.0865 36" Steel AWWA C200 Water Pipe, CSS Backfill (Restrained Joints) | 33 11 14 | LF | 322 | |||||||||||||||||
| 128C* | 3311.0875 36" Concrete AWWA C303 Water Pipe, CSS Backfill (Restrained Joints) | 33 11 13 | LF | 322 | |||||||||||||||||
| *Offeror to provide Unit Price / Extended Price for only one of the pipe material alternatives for Item 128 |
DO NOT PROVIDE UNIT PRICE / EXTENDED PRICE FOR EACH ALTERNATIVE
| 129 | 3311.0864 36" Steel AWWA C200 Water Pipe (Restrained Joints) - Inside Butterfly Valve Vaults and for Connections | 33 11 10 | LF | 46 |
| 130 | 3305.2009 36" Water Carrier Pipe (DIP/CPP/Steel) | 33 05 24 | LF | 42 |
| 131 | 3311.0555 16" DIP Water, CSS Backfill (Restrained Joints) | 33 11 10 | LF | 497 |
| 132 | 3305.2009 16" (DI) Water Carrier Pipe | 33 05 24 | LF | 54 |
| 133 | 3311.0241 8" Water Pipe | 33 11 10, 33 11 12 | LF | 61 |
| 134 | 3311.0141 6" Water Pipe | 33 11 10, 33 11 12 | LF | 12 |
| 134A* | 3311.0001 Ductile Iron Water Fittings w/ Restraint (24" and Larger) | 33 11 11 | TON | 13.4 |
| 134B* | 3311.0011 Steel Fittings | 33 11 14 | LS | 1 |
| 134C* | 3311.0021 C303 Fittings | 33 11 13 | LS | 1 |
| *Offeror to provide Unit Price / Extended Price for only one of the pipe material alternatives for Item 134 |
DO NOT PROVIDE UNIT PRICE / EXTENDED PRICE FOR EACH ALTERNATIVE
| 135 | 3305.1009 54" Casing/Tunnel Liner Plate By Open Cut | 33 05 22 | LF | 42 | ||||||||||||||||
| 136 | 3305.1204 24" Casing/Tunnel Liner Plate By Other Than Open Cut | 33 05 21, 33 05 22 | LF | 54 | ||||||||||||||||
| 137 | 0171.0101 Construction Staking | 33 05 21, 34 05 21 | LS | 1 | ||||||||||||||||
| 138 | 0171.0102 As-Built Survey | 33 05 22, 35 05 21 | LS | 1 | ||||||||||||||||
| 139 | 3305.0110 Utility Markers | 33 05 26 | LS | 1 | ||||||||||||||||
| 140 | 3311.0001 Ductile Iron Water Fittings w/ Restraint (16" and Smaller) | 33 11 11 | TON | 3 | ||||||||||||||||
| 141 | 3312.5000 36" AWWA Butterfly Valve, w/ Vault | 33 12 21 | EA | 2 | ||||||||||||||||
| 142 | 3312.3008 16" Gate Valve w/ Vault | 33 12 20 | EA | 3 | ||||||||||||||||
| 143 | 3312.3003 8" Gate Valve | 33 12 20 | EA | 2 | ||||||||||||||||
| 144 | 3312.3002 6" Gate Valve | 33 12 20 | EA | 1 | ||||||||||||||||
| 145 | 3312.6003 8" Blow Off Valve | 33 12 60 | EA | 1 | ||||||||||||||||
| 146 | 3312.0110 Connection to Existing 36" Water Main | 33 12 25 | EA | 3 | ||||||||||||||||
| 147 | 3312.0106 Connection to Existing 16" Water Main | 33 12 25 | EA | 1 | ||||||||||||||||
| 148 | 3312.0117 Connection to Existing 4"-12" Water Main | 33 12 25 | EA | 1 | ||||||||||||||||
| 149 | 3304.0002 Cathodic Protection | 33 04 12 | LS | 1 | ||||||||||||||||
| 150 | 9999.0032 Post-CCTV Inspection for Water Transmission Mains | 33 01 31 | LF | 407 | ||||||||||||||||
| 151 | 3305.0103 Exploratory Excavation of Existing Utilities (Water) | 33 05 30 | EA | 3 | ||||||||||||||||
| 152 | 0241.1111 36" Pressure Plug | 02 41 14 | EA | 1 | ||||||||||||||||
| 153 | 0241.1206 16" Water Abandonment Plug | 02 41 14 | EA | 1 | ||||||||||||||||
| 154 | 0241.1118 4"-12" Pressure Plug | 02 41 14 | EA | 1 | ||||||||||||||||
| 155 | 0241.1021 Remove 36" Water Line | 02 41 14 | LF | 320 | ||||||||||||||||
| 156 | 0241.1016 Remove 16" Water Line | 02 41 14 | LF | 392 | ||||||||||||||||
| 157 | 0241.1013 Remove 8" Water Line | 02 41 14 | LF | 160 | ||||||||||||||||
| 158 | 0241.1001 Water Line Grouting | 02 41 14 | CY | 3 | ||||||||||||||||
| 159 | 0241.1356 Salvage 36" Water Valve | 02 41 14 | EA | 1 | ||||||||||||||||
| 160 | 0241.1602 Remove Concrete Water Vault | 02 41 14 | EA | 2 | ||||||||||||||||
| 161 | 0241.1351 Salvage 16" Water Valve | 02 41 14 | EA | 1 | ||||||||||||||||
| 162 | 0241.1303 Remove 8" Water Valve | 02 41 14 | EA | 2 | ||||||||||||||||
| 163 | 3305.0102 Cathodic Protection Test Station Adjustment | 33 05 14 | EA | 2 | ||||||||||||||||
| 164 | 3305.0111 Valve Box Adjustment | 33 05 14 | EA | 12 | ||||||||||||||||
| 165 | 3305.0108 Miscellaneous Structure Adjustment - STA 20+74.22 | 33 05 14 | EA | 1 | ||||||||||||||||
| 166 | 3305.0108 Miscellaneous Structure Adjustment - STA 25+09.68 | 33 05 14 | EA | 1 | ||||||||||||||||
| 167 | 3305.0108 Miscellaneous Structure Adjustment - STA 35+04.36 | 33 05 14 | EA | 1 | ||||||||||||||||
| 168 | 3305.0108 Miscellaneous Structure Adjustment - STA 36+88.17 | 33 05 14 | EA | 1 | ||||||||||||||||
| 169 | 3305.0108 Miscellaneous Structure Adjustment - STA 40+78.92 | 33 05 14 | EA | 1 | ||||||||||||||||
| 170 | 0241.1510 Salvage Fire Hydrant | 02 41 14 | EA | 1 | ||||||||||||||||
| 171 | 3312.0001 Fire Hydrant | 33 12 40 | EA | 1 | ||||||||||||||||
| 172 | 9999.00033 Water Allowance | 00 72 00 | LS | 1 | $ 200,000.00 | $ 200,000.00 | ||||||||||||||
| Sub-Total Unit II - Water | Sub-Total Unit II - Water | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | ||||||||||||
| Unit III: Sanitary Sewer | FAC: | FAC: | FAC: | FAC: | FAC: | FAC: | ||||||||||||||
| 173 | 3305.0109 Trench Safety | 33 05 10 | LF | 303 | ||||||||||||||||
| 174 | 3331.4209 12" Sewer Pipe, CSS Backfill | 33 11 10, 33 31 12, 33 31 20 | LF | 253 | ||||||||||||||||
| 175 | 3305.3004 12" Sewer Carrier Pipe | 33 05 24 | LF | 46 | ||||||||||||||||
| 176 | 3331.4212 12" DIP Sewer | 33 11 10 | LF | 50 | ||||||||||||||||
| 177 | 3305.1103 20" Casing By Other Than Open Cut | 33 05 22 | LF | 46 | ||||||||||||||||
| 178 | 0171.0101 Construction Staking | 34 05 21, 33 05 22 | LS | 1 | ||||||||||||||||
| 179 | 0171.0102 As-Built Survey | 35 05 21, 33 05 22 | LS | 1 | ||||||||||||||||
| 180 | 3305.0110 Utility Markers | 33 05 26 | LS | 1 | ||||||||||||||||
| 181 | 3339.1001 4' Manhole | 33 39 10, 33 39 20 | EA | 3 | ||||||||||||||||
| 182 | 3339.1003 4' Extra Depth Manhole | 33 39 10, 33 39 20 | VF | 13 | ||||||||||||||||
| 183 | 3301.0101 Manhole Vacuum Testing | 33 01 30 | EA | 3 | ||||||||||||||||
| 184 | 3305.0112 Concrete Collar | 33 05 17 | EA | 3 | ||||||||||||||||
| 185 | 3301.0001 Pre-CCTV Inspection | 33 01 31 | LF | 480 | ||||||||||||||||
| 186 | 3301.0002 Post-CCTV Inspection | 33 01 31 | LF | 349 | ||||||||||||||||
| 187 | 0241.2015 Remove 12" Sewer Line | 02 41 14 | LF | 76 | ||||||||||||||||
| 188 | 0241.2201 Remove 4' Sewer Manhole | 02 41 14 | EA | 2 | ||||||||||||||||
| 189 | 0241.2104 10" Sewer Abandonment Plug | 02 41 14 | EA | 1 | ||||||||||||||||
| 190 | 0241.2001 Sanitary Line Grouting | 02 41 14 | CY | 2 | ||||||||||||||||
| 191 | 3305.0114 Manhole Adjustment, Major w/ Cover | 33 05 14 | EA | 2 | ||||||||||||||||
| 192 | 3305.0107 Manhole Adjustment, Minor | 33 05 14 | EA | 4 | ||||||||||||||||
| 193 | 9999.00033 Sewer Allowance | 00 72 00 | LS | 1 | $ 50,000.00 | $ 50,000.00 | ||||||||||||||
| Sub-Total Unit III - Sanitary Sewer | ||||||||||||||||||||
| Unit IV: Signal & Illumination | ||||||||||||||||||||
| 194 | 2605.0111 Furnish/Install Elec Serv Pedestal (Traffic Signal) | 26 05 00 | EA | 2 | ||||||||||||||||
| 195 | 2605.3015 2" CONDT PVC SCH 80 (T) | 26 05 33 | LF | 2,940 | ||||||||||||||||
| 196 | 2605.3016 2" CONDT PVC SCH 80 (B) | 26 05 33 | LF | 3,470 | ||||||||||||||||
| 197 | 2605.3024 3" CONDT RM (Riser) | 26 05 33 | LF | 30 | ||||||||||||||||
| 198 | 2605.3025 3" CONDT PVC SCH 80 (T) | 26 05 33 | LF | 520 | ||||||||||||||||
| 199 | 2605.3032 4" CONDT PVC SCH 80 (T) | 26 05 33 | LF | 150 | ||||||||||||||||
| 200 | 2605.3033 4" CONDT PVC SCH 80 (B) | 26 05 33 | LF | 1,000 | ||||||||||||||||
| 201 | 3305.0103 Exploratory Excavation of Existing Utilities (Illumination & Signal) | 33 05 30 | EA | 190 | ||||||||||||||||
| 202 | 3441.1001 Furnish/Install 3-Sect Signal Head Assembly (Includes Bi-modal) | 34 41 10 | EA | 21 | ||||||||||||||||
| 203 | 3441.1002 Furnish/Install 4-Sect Signal Head Assembly | 34 41 10 | EA | 2 | ||||||||||||||||
| 204 | 3441.1003 Furnish/Install 5-Sect Signal Head Assembly | 34 41 10 | EA | 9 | ||||||||||||||||
| 205 | 3441.1012 Furnish/Install Ped Signal Head Assmbly | 34 41 10 | EA | 16 | ||||||||||||||||
| 206 | 3441.1205 Furnish/Install VIVDS Detection Device | 34 41 10 | APR | 6 | ||||||||||||||||
| 207 | 3441.1209 Furnish/Install BBU System EXT Mounted | 34 41 10 | EA | 2 | ||||||||||||||||
| 208 | 3441.1215 Furnish/Install Hybrid Detection Device | 34 41 10 | APR | 6 | ||||||||||||||||
| 209 | 3441.1220 Furnish/Install Model 711 Preemption Detector | 34 41 10 | EA | 8 | ||||||||||||||||
| 210 | 3441.1224 Furnish/Install Preemption Cable | 34 41 10 | LF | 1,820 | ||||||||||||||||
| 211 | 3441.1250 Furnish/Install PTZ Camera | 34 41 10 | EA | 2 | ||||||||||||||||
| 212 | 3441.1255 Furnish/Install Communication Modem | 34 41 10 | EA | 3 | ||||||||||||||||
| 213 | 3441.1260 Furnish/Install CAT5 Ethernet Cable | 34 41 10 | LF | 2,500 | ||||||||||||||||
| 214 | 3441.1311 5/C 14 AWG Multi-Conductor Cable | 34 41 10 | LF | 160 | ||||||||||||||||
| 215 | 3441.1312 7/C 14 AWG Multi-Conductor Cable | 34 41 10 | LF | 2,350 | ||||||||||||||||
| 216 | 3441.1314 10/C 14 AWG Multi-Conductor Cable | 34 41 10 | LF | 2,070 | ||||||||||||||||
| 217 | 3441.1315 20/C 14 AWG Multi-Conductor Cable | 34 41 10 | LF | 1,410 | ||||||||||||||||
| 218 | 3441.1322 3/C 14 AWG Multi-Conductor Cable | 34 41 10 | LF | 2,480 | ||||||||||||||||
| 219 | 3441.1403 NO 6 Triplex OH insulated Elec Condr | 34 41 10 | LF | 1,700 | ||||||||||||||||
| 220 | 3441.1408 NO 6 Insulated Elec Condr | 34 41 10 | LF | 250 | ||||||||||||||||
| 221 | 3441.1409 NO 8 Insulated Elec Condr | 34 41 10 | LF | 2,690 | ||||||||||||||||
| 222 | 3441.1410 NO 10 Insulated Elec Condr | 34 41 10 | LF | 4,320 | ||||||||||||||||
| 223 | 3441.1413 NO 6 Bare Elec Condr SLD | 35 41 10 | LF | 20 | ||||||||||||||||
| 224 | 3441.1502 Furnish/Install Ground Box Type B, w/Apron | 34 41 10 | EA | 27 | ||||||||||||||||
| 225 | 3441.1503 Furnish/Install Ground Box Type D, w/Apron | 34 41 10 | EA | 10 | ||||||||||||||||
| 226 | 3441.1603 Furnish/Install 10' - 14' Ped Pole Assmbly | 34 41 10 | EA | 14 | ||||||||||||||||
| 227 | 3441.1611 Furnish/Install Type 41 Signal Pole | 34 41 10 | EA | 2 | ||||||||||||||||
| 228 | 3441.1615 Furnish/Install Type 45 Signal Pole | 34 41 10 | EA | 6 | ||||||||||||||||
| 229 | 3441.1623 Furnish/Install Mast Arm 16' - 36' | 34 41 10 | EA | 2 | ||||||||||||||||
| 230 | 3441.1625 Furnish/Install Mast Arm 52' - 60' | 34 41 10 | EA | 6 | ||||||||||||||||
| 231 | 3441.1645 Furnish/Install Type 33A Arm | 34 41 20 | EA | 38 | ||||||||||||||||
| 232 | 3441.1701 TY 1 Signal Foundation | 34 41 10 | EA | 8 | ||||||||||||||||
| 233 | 3441.1703 TY 3 Signal Foundation | 34 41 10 | EA | 2 | ||||||||||||||||
| 234 | 3441.1705 TY 5 Signal Foundation | 34 41 10 | EA | 6 | ||||||||||||||||
| 235 | 3441.1709 Ped Pole (10-14') Spread Footing Foundation | 34 41 10 | EA | 6 | ||||||||||||||||
| 236 | 3441.1715 Signal Cabinet Foundation - 352i & BBU | 34 41 10 | EA | 2 | ||||||||||||||||
| 237 | 3441.1725 Furnish/Install ATC Signal Controller | 34 41 10 | EA | 3 | ||||||||||||||||
| 238 | 3441.1745 Furnish/Install 352i Controller Cabinet Assembly | 34 41 10 | EA | 2 | ||||||||||||||||
| 239 | 3441.1741 Furnish/Install 356i Controller Cabinet Assembly | 34 41 10 | EA | 1 | ||||||||||||||||
| 240 | 3441.1772 Furnish/Install 240-480 Volt Single Phase Transocket Metered Pedestal | 34 41 20 | EA | 1 | ||||||||||||||||
| 241 | 3441.3011 Span Wire 3/16" | 34 41 11 | LF | 480 | ||||||||||||||||
| 242 | 3441.3014 Span Wire 3/8" | 34 41 11 | LF | 1,790 | ||||||||||||||||
| 243 | 3441.3051 Furnish/Install LED Lighting Fixture (137 watt ATB2 Cobra Head) | 34 41 20 | EA | 62 | ||||||||||||||||
| 244 | 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 | 34 41 20 | EA | 24 | ||||||||||||||||
| 245 | 3441.3333 40' Timber Pole CL 2 | 34 41 11 | EA | 4 | ||||||||||||||||
| 246 | 3441.3337 Furnish/Install 35' Wood Light Pole | 34 41 20 | EA | 5 | ||||||||||||||||
| 247 | 3441.3351 Furnish/Install Rdway Illum TY 11 Pole | 34 41 20 | EA | 5 | ||||||||||||||||
| 248 | 3441.3352 Furnish/Install Rdway Illum TY 18 Pole | 34 41 20 | EA | 19 | ||||||||||||||||
| 249 | 3441.3501 Salvage Street Light Pole | 34 41 20 | EA | 3 | ||||||||||||||||
| 250 | 9999.0034 Temporary Signal Modifications As Required | 34 41 11 | LS | 1 | ||||||||||||||||
| 251 | 9999.0035 Install Arterial Luminaire on Ex Utility Pole | 34 41 20.01 | EA | 7 | ||||||||||||||||
| 252 | 9999.0036 Furnish/Install Ground Box Type B, w/ADA Lid | 34 41 20 | EA | 1 | ||||||||||||||||
| Sub-Total Unit IV - Signal & Illumination | Sub-Total Unit IV - Signal & Illumination | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | ||||||||||||
| 0 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||||||
| Total Proposal | Total Proposal | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | ||||||||||||
| 0 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | $0.00 | |||||||||||||
| Summary of Bids | ||||||||||||||||||||
| Unit I - Roadway & Drainage | ||||||||||||||||||||
| Unit II - Water | ||||||||||||||||||||
| Unit III - Sanitary Sewer | ||||||||||||||||||||
| Unit IV - Signal & Illumination |
Total Proposal
END OF SECTION
&8&A
BID PROPOSAL
Page &P of &N
&8CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/19/2025 &8Bonds Ranch Road from Wagley Robertson to Hawks Landing
This form is provided for reference only.
Please enter unit prices in the Bonfire bidtable.
00 43 13
| SECTION 00 43 13 |
| BID BOND |
KNOW ALL BY THESE PRESENTS:
| That we, | , known as |
| "Offeror" herein and | a corporate surety |
| duly authorized to do business in the State of Texas, known as “Surety” herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as “City” herein, in the penal sum of five percent (5%) of Offeror’s maximum proposal price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. |
| WHEREAS, the Principal has submitted a proposal to perform Work for the following project | ||
| designated as | Bonds Ranch Road from Wagley Robertson to Hawks Landing |
| NOW, THEREFORE, the condition of this obligation is such that if the City shall award | |
| the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal’s total proposal amount and the next selected offerer’s total proposal amount. |
| PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, | |
| Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. |
| IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by | |||
| duly authorized agents and officers on this the | day of | , 2026. |
PRINCIPAL:
| BY: | ||
| Signature | ||
| ATTEST: |
Witness as to Principal Name and Title
Address:
SURETY:
| BY: | |
| Signature |
Name and Title
Address:
Witness as to Surety Telephone Number:
Attach Power of Attorney (Surety) for Attorney-in-Fact
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety’s physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
BID BOND
Page &P of &N
&"Arial,Regular"&8CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/19/2025 &"Arial,Regular"&8Bonds Ranch Road from Wagley Robertson to Hawks Landing
00 43 37
| SECTION 00 43 37 |
| VENDOR COMPLIANCE TO STATE LAW NON RESIDENT OFFEROR |
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident offerors. This law provides that, in order to be awarded a contract as low offerer, nonresident offerors (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) propose projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident offeror by the same amount that a Texas resident offerer would be required to underpropose a nonresident offeror in order to obtain a comparable contract in the State which the nonresident’s principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident offerors in order for your proposal to meet specifications. The failure of nonresident offerors to do so will automatically disqualify that offeror. Resident offerors must check the box in Section B.
| A. | Nonresident offerors in the State of | , our principal place of business, | |
| are required to be | percent lower than resident offerers by State Law. A copy of the | ||
| statute is attached. |
| Nonresident offerors in the State of | , our principal place of business, |
| are not required to underpropose resident offerors. |
| B. | The principal place of business of our company or our parent company or majority owner is |
| in the State of Texas. |
OFFEROR:
By:
(Signature)
Title:
Date:
END OF SECTION
VENDOR COMPLIANCE TO STATE LAW
Page &P of &N
&"Arial,Regular"&8CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/19/2025 &"Arial,Regular"&8Bonds Ranch Road from Wagley Robertson to Hawks Landing
00 45 12
| SECTION 00 45 12 |
| PREQUALIFICATION STATEMENT |
Each Offeror for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date
Augur Boring – Greater than 24-inch diameter casing and greater
Tunneling - 36 Inches - 60 Inches, and 350 LF or less
Water Transmission, Urban/Renewal, 42-inches and smaller
Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards)
Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)
Roadway and Pedestrian Lighting
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed.
OFFEROR:
0 By: 0
| 0 | ||
| 0 | (Signature) | |
| 0 | ||
| Title: | 0 |
Date:
END OF SECTION
PREQUALIFICATION STATEMENT
Page &P of &N
&"Arial,Regular"&8CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 09/30/2021 &"Arial,Regular"&8&F
File details come from the government source that posted it. Updated .