El Campo Tres Palacios Channel Improvements Project Manual BID SET.pdf

Texas Board of Professional Engineers and Land Surveyors Reg. No. F-23290 6330 West Loop South, Suite 150 Bellaire, TX 77401 713.777.5337

08/12/2026

BID SET ONLY

08/11/2026

SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR CONSTRUCTION OF

EL CAMPO TRES PALACIOS CHANNEL IMPROVEMENTS

(CDBG-MIT 22-085-016-D252)

FOR

CITY OF EL CAMPO

IN

WHARTON COUNTY, TEXAS

August 2026

Quiddity Job No. R099-0027-00

Texas Board of Professional Engineers and Land Surveyors Registration Nos. F-23290 & 10046100

BID SET ONLY - 08/12/2026

SPECIFICATIONS AND CONTRACT DOCUMENTS/TECHNICAL SPECIFICATIONS

FOR CONSTRUCTION OF

EL CAMPO TRES PALACIOS CHANNEL IMPROVEMENTS

(CDBG-MIT 22-085-016-D252)

FOR

CITY OF EL CAMPO

IN

WHARTON COUNTY, TEXAS

TABLE OF CONTENTS

A. CONTRACT DOCUMENTS Page No.

Invitation To Bid A-1

Instruction To Bidders A-2

Bid Form A-6

Construction Contract A-35

Bid Bond A-37

Payment Bond A-39

Performance Bond A-41

General Conditions A-43

Prohibition on Foreign Terrorists Organizations Verification A-59

Prohibition on Boycotting Israel Verification A-61

B. ADDITIONAL SUPPORTING DOCUMENTS

Equal Opportunity Guidelines for Construction Contractors B-1

Section 3 Policy B-3

Statement of Bidder's Qualifications B-4

Conflict of Interest Questionnaire B-7

Contractor’s Certification of Recovered Material B-9

Non-Collusion Affidavit of Prime Bidder B-10

Contractor Certifications B-11

Contractor Local Opportunity Plan B-12

Instructions for Proposed Contracts Breakdown and Estimated Project Workforce Breakdown B-13

Contractor Certification of Efforts to Fully Comply with Employment and

Training Provision of Section 3 B-15

Certification Regarding Lobbying B-17

Disclosure of Lobbying Activities and Instructions B-19

HUD 4010 - Minority/Female Goals B-21

Title 29 – Labor B-35

Concerning Labor Standards and Prevailing Wage Requirements B-40

Wage Rate Issuance Notice B-44

Davis-Bacon Wage Rates – TX20260088 B-45

GLO Signage Requirements B-49

Section 504 Certification B-50

Child Support Statement B-51

Certificate of Liability Insurance B-52

Certificate of Interested Parties Form 1295 and Instructions B-53

Section 3 Clause B-54

HUD Examples of Efforts to Offer Training and Employment Opportunities for Section 3 Residents (info sheet for contractors) B-56

GLO New Hires Section 3 Monthly Compliance Report

(submitted with payroll by contractor monthly) B-58

HUD Section 3 Brochure Info Sheet B-60

GLO Assurances for Construction Programs (from state contract) B-61

GLO General Affirmations B-63

Contractor Payroll Certification B-64

Attorney’s Review Certification B-71

Final Payment Affidavit B-72

TECHNICAL SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

Summary of Work 01010-1

Cutting and Patching 01070-1

Submittals 01300-1

Shop Drawings, Products Data and Samples 01340-1

Schedule of Values 01370-1

Laboratory Services 01410-1

Field Project Representative Services 01420-1

Temporary Facilities and Controls 01500-1

Cleaning and Adjusting 01710-1

Project Record Documents 01720-1

DIVISION 2 - SITE WORK

Clearing and Grubbing 02102-1

Trimming 02103-1

Demolition 02110-1

Embankment 02212-1

Excavation, Trenching and Backfilling for Utilities 02220-1

Cement Sand Backfill 02221-1

Structural Excavation and Backfill 02222-1

Trenchless Construction 02224-1

Channel Excavation 02225-1

Trench Safety System 02226-1

Waste Material Disposal 02227-1

Rip-Rap 02228-1

Tunnel Grout 02431-1

Storm Sewers 02500-1

Concrete Drainage Structures 02513-1

Manholes 02514-1

Concrete Construction for Structures 02515-1

Dewatering & Drainage of Excavation 02530-1

Water Distribution Mains 02555-1

Sanitary Sewers 02560-1

Removal & Replacement of Sanitary Sewers 02567-1

Flowable Fill 02569-1

Well Point System 02600-1

Control of Erosion & Erosion Control Structures 02630-1

Concrete Slope Paving 02650-1

Chain Link Fencing and Gates 02711-1

Hydro-Mulch Seeding 02800-1

Seeding 02805-1

DIVISION 3 - CONCRETE

Concrete Formwork 03100-1

Concrete Joints and Embedded Items 03150-1

Concrete Reinforcement 03200-1

Cast-in-Place Concrete 03300-1

Grouting 03350-1

Precast Prestressed Concrete 03430-1

A-1

INVITATION TO BID

Sealed bids in duplicate addressed to City of El Campo, Texas, will be received in person at the offices of the City of El Campo, 315 East Jackson St., El Campo TX 77437 until 3:00 p.m., Monday, August 24, 2026, and then publicly opened and read out loud for furnishing all labor, material and equipment and performing all work required for the construction of the El Campo Tres Palacios Channel Improvements.

The project consists of channel widening along the Tres Palacios Channel from US BUS 59 (W Jackson St) to U.S.

Highway 59 and the construction of a detention basin south of CR 406 within the City of El Campo and Wharton County.

A bid bond in the amount of 5 percent (5%) of the bid issued by an acceptable surety shall be submitted with each bid, for those contracts that exceed $100,000. A certified check or bank draft payable to the City of El Campo or negotiable U.S. Government Bonds (as par value) may be submitted in lieu of the Bid Bond.

Plan, specifications and other bidding documents are available at www.civcastusa.com. Said documents may be examined without charge in the office of Quiddity, Inc. 6330 West Loop South, Suite 150, Bellaire, Texas 77401.

There will be a pre-bid conference via teleconference call on TEAMs at 2:00 PM, Monday, August 17, 2026.

Teleconference information will be provided on www.civcastusa.com. Attendance is not mandatory.

Microsoft Teams meeting Dial in by phone Meeting ID: 215 768 463 960 582 +1 832-856-3756,737166813# Passcode: Lu6Kh9T8 Phone conference ID: 737 166 813#

The project to be constructed will be financed with assistance from the General Land Office (GLO) under the U.S.

Department of Housing and Urban Development Community Development Block Grant for Mitigation (CDBG-MIT) program and is subject to all applicable Federal and State laws and regulations. Attention is called to the fact that not less than, the federally determined prevailing Davis-Bacon and Related Acts wage rate, as issued by the Department of Labor and contained in the contract documents, must be paid on this project. In addition, the successful bidder must ensure that employees and applicants for employment are not discriminated against because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The City of El Campo is an Affirmative Action/Equal Opportunity Employer. Section 3 Residents, Minority Business Enterprises, Small Business Enterprises, Women Business Enterprises, and labor surplus area firms are encouraged to submit bids.

The City of El Campo reserves the right to reject any or all bids or to waive any informalities in the bidding. Bids may be held by the City of El Campo for a period not to exceed 60 days from the date of the bid opening for the purpose of reviewing the bids and investigating the bidder’s qualifications prior to the contract award.

All contractors/subcontractors who’s System for Award Management (SAM.gov) registration is not active or that are debarred, suspended or otherwise excluded from or ineligible for participation on federal assistance programs may not undertake any activity in part or in full under this project.

ATTENTION: Pursuant to Texas Government Code 2252.908, you must be able to provide the City of El Campo with a printed, executed and notarized original of a completed Certificate of Interested Parties form (Form 1295) with the bid. Failure to do so will result in the City’s inability to execute the contract. To complete the disclosure of interested parties form, or for further information, please visit the Texas Ethics Commission’s website at https://www.ethics.state.tx.us.

- - o 0 o - -http://www.civcastusa.com/ http://www.civcastusa.com/ tel:+18328563756,,737166813 https://www.ethics.state.tx.us/

A-2

INSTRUCTION TO BIDDERS

The project to be constructed will be financed with assistance from the General Land Office (GLO) under the U.S.

Department of Housing and Urban Development Community Development Block Grant for Mitigation (CDBG-MIT) program and is subject to all applicable Federal and State laws and regulations. The City of El Campo is the subrecipient of the grant funding and is hereby referred to as “City”.

1. Use of Separate Bid Forms

These contract documents include a complete set of bid and contract forms which are for the convenience of the bidders and are not to be detached from the contract document, completed or executed. Separate bid forms are provided for your use.

2. Interpretations or Addenda

No oral interpretations will be made to any bidder. Each request for clarification shall be made in writing to the City or engineer no less than seven (7) days prior to the bid opening. Each interpretation made will be in the form of an

Addendum to the contract documents and will be distributed to all parties holding contract documents no less than seven (7) days prior to the bid opening. It is, however, the bidder's responsibility to make inquiry as to any addenda issued. All such addenda shall become part of the contract documents and all bidders shall be bound by such addenda, whether or not received by the bidders.

If an addendum to the bid package is necessary, it must be distributed to each potential bidder. The distribution of an addendum shall be verified either by statements of receipt or registered/certified mail receipts, which shall be included in the public works construction file. The addendum shall allow adequate time for consideration in bid preparation (usually at least one week). If adequate time is not available, the bid opening date must be extended and the City must republish the invitation for bids containing the place, time, and date for the new bid opening.

Note that any change to the original bid opening date will require republication of the invitation for bids at least once in a locally published newspaper. The republished notice will include the place, time and date for the new bid opening and must be published at least seven days prior to the new bid opening date.

3. Inspection of Site

Each bidder should visit the site of the proposed work and should become acquainted with the existing conditions and facilities, the difficulties and restrictions pertaining to the performance of the contract. The bidder should thoroughly examine and become familiar with the drawings, technical specifications and all other contract documents. The contractor by the execution of the contract shall in no way be relieved of any obligation under it due to failure to receive or examine any form or legal document or to visit the site or the conditions existing at the site. The City will be justified in rejecting any claim based on lack of inspection of the site prior to the bid.

4. Alternate bid items

No alternate bids or bid items will be considered unless they are specifically requested by the technical specifications.

A-3

5. Bids

a. All bids must be submitted on the forms provided and are subject to all requirements of the Contract

Documents, including the Drawings.

b. All bids must be regular in every respect and no interlineation, excisions or special conditions may be made or included by the bidder.

c. Bid documents, including but not limited to the bid, the bid bond(s), the contractor’s certifications, Certification of Bidder Regarding Civil Rights Laws and Regulations, Certification of Efforts to comply with

Section 3, Local Opportunity Plan, Conflict of Interest Questionnaire, Non-collusion Affidavit of Prime

Bidder, Certification Regarding Lobbying and Disclosure of Lobbying Activities, Proposed Contract

Breakdown, Certificate of Recovered Materials, and the Statement of the Bidder’s Qualifications, shall be sealed in an envelope and clearly labeled with the following information:

Do not open before 3:00p.m., Monday, August 24, 2026

Bid for El Campo Tres Palacios Channel Improvements

Owner: City of El Campo, Texas

Attention: Kaylee Koudela

Bidder:

d. The City may consider as irregular any bid on which there is an alteration of or departure from the bid form and, at its option, may reject any irregular bid.

e. If a contract is awarded, it will be awarded to a responsible bidder on the basis of the lowest/best bid and the selected alternate bid items, if any. The contract will require the completion of the work in accordance with the contract documents.

6. Bid Modifications Prior to Bid Opening

a. Any bidder may modify its bid by submitting a modification or supplemental bid at any time prior to the scheduled closing time for receipt of bids, provided such modification or supplemental bid is received by the City prior to the closing time. The modification or supplemental bid should not reveal the original bid price but should provide only the addition, subtractions or other modifications to the original bid so that the final prices or terms will not be known by the City until the sealed bid is open.

7. Bid Bond

a. A bid bond in the amount of 5% of the bid issued by an acceptable surety shall be submitted with each bid

[for contracts greater than $100,000]. A certified check or bank draft payable to the City or negotiable U.S.

Government Bonds (as par value) may be submitted in lieu of the Bid Bond.

b. The bid bond or its comparable, will be returned to the bidder as soon as practical after the opening of the bids.

8. Statement of Bidders Qualifications

Each bidder shall submit on the form furnished for that purpose a statement of the bidder's qualifications. The City

A-4 shall have the right to take such steps as it deems necessary to determine the ability of the bidder to perform its obligations under the contract, and the bidder shall furnish the City all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available data does not satisfy the City that the bidder is qualified to carry out properly the terms of the contract.

9. Unit Price

The unit price for each of the several items in the bid shall include its pro rata share of overhead so that the sum of the products obtained by multiplying the quantity shown for each item by the unit price bid represents the total bid.

Any bid not conforming to this requirement may be rejected as informal. Special attention is drawn to this condition, as the unit prices will be used to determine the amount of any change orders resulting from an increase or decrease in quantities.

10. Corrections:

Erasures or other corrections in the bid must be noted over the signature of the bidder.

11. Time for Receiving Bids

Bids received prior to the advertised hour of opening shall be kept securely sealed. The officer appointed to open the bids shall decide when the specified time has arrived and no bid received thereafter will be considered.

12. Opening of Bids

The City shall, at the time and place fixed for the opening of bids, open each bid and publicly read it aloud, irrespective of any irregularities therein. Bidders and other interested individuals may be present.

13. Withdrawal of Bids

Bidder may withdraw the bid before the time fixed for the opening of bids, by communicating its purpose in writing to the City. Upon receipt of such notice, the unopened bid will be returned to the bidder. The bid guaranty of any bidder withdrawing his bid will be returned promptly.

14. Award of Contract/Rejection of Bids

a. The contract will be awarded to the responsive, responsible Bidder submitting the lowest/best bid. The bidder selected will be notified at the earliest possible date. The City reserves the right to reject any or all bids and to waive any informality in bids received where such rejection or waiver is in its interest.

b. The City reserves the right to consider as unqualified to do the work any bidder who does not habitually perform with his own forces the major portions of the work involved in construction of the improvements embraced in this contract.

15. Execution of Agreement/Performance and Payment Bonds

a. Performance Bonds - Requires all prime contractors which enter into a formal contract in excess of $100,000 with the State, a county, or a municipality; a department, board, or agency of the state, a county, or a municipality; and a school district or a subdivision thereof, to obtain a Performance Bond in the amount of

A-5 the contract before commencing with work

b. Payment Bonds- Requires all prime contractors which enter into a formal contract with the State, a county, or a municipality; a department, board, or agency of the state, a county, or a municipality; and a school district or a subdivision thereof, to furnish to the governmental entity a payment bond in the amount of the contract. The payment bond must be filed within 30 days from the date of the Notice of Award:

• Municipalities: If the contract is in excess of $50,000, a payment bond is required.

• Counties: If the contract is in excess of $25,000, a payment bond is required.

c. The failure of the successful bidder to execute the agreement and supply the required bonds within seven

(7) days from the date of the notice of award-or within such extended period as the City may grant, shall constitute a default and the City may, at its option either award the contract to the next lowest responsible bidder, or re-advertise for bids. In either case, the City may charge against the bidder the difference between the amount of the bid, and the amount for which a contract is subsequently executed irrespective of whether this difference exceeds the amount of the bid bond. If a more favorable bid is received through re-advertisement, the defaulting bidder shall have no claim against the City for a refund.

16. Wages and Salaries

Attention is particularly called to the requirement of paying not less than the prevailing Davis Bacon Related Acts

(DBRA) wage rates specified in the Contract Documents. These rates are minimums to be paid during the life of the contract. It is therefore the responsibility of the Bidder to inform themselves as to local labor conditions.

17. Equal Employment Opportunity

Attention is called to the requirements for ensuring that employees and applicants for employment are not discriminated against because of race, color, religion, sex, sexual orientation, gender identity, or national origin, and other civil rights requirements.

18. Certification Regarding Lobbying

Contractors who apply or bid for an award of $100,000 or more shall provide the required certification that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer of employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 USC § 1352.

19. System for Award Management (SAM)

All contractors and subcontractors must be searched on www.sam.gov and cleared (not suspended or debarred) prior to any formal action authorizing the award of a contract to the contractor.

- - o 0 o - -

Bid of and existing under laws of the State of Texas, a partnership of _____________________________________________________________________ for El Campo Tres Palacios Channel Improvements

OWNER: City of El Campo, Texas

PROJECT: El Campo Tres Palacios Channel Improvements

DATE: August 24, 2026

QUIDDITY JOB NO. : R0099-0027-00

Item

No. Description of Item with Unit Bid Price in Written Words. Unit

Approx.

Quantity Unit Amount Total Price

Move-in and start-up, including performance bond and payment bond for 100 percent (100%) of the contract amount. Total mobilization may be priced up to a maximum of five percent (5%) of the contract amount.

L.S. 1 $ $

Per Lump Sum

25' by 75' Stabilized Construction Access, installed, maintained and removed.

Ea. 2 $ $

Per Each

UNIT A: SEGMENT 1

Removal of existing fence, all types. Coordinate with the property owner to determine whether the removed fence materials are to be retained by the property owner or disposed of offsite. Fence materials designated for disposal shall become the property of the Contractor and shall be legally disposed of offsite.

L.F. 445 $ $

Per Linear Foot

Removal and relocation of existing fence, all types. Coordinate with the property owner to determine location.

L.F. 335 $ $

Per Linear Foot

Removal and disposal of existing storm pipes, all sizes. Material to become property of contractor and properly disposed of offsite.

L.F. 37 $ $

Per Linear Foot

BID PRICING FORM

DATE:

an individual proprietorship, a corporation organized

TOTAL MOB. MAX 5% of

Contract Amount

DEMOLITION

2.

3.

5.

1.

4.

UNIT A: SEGMENT 1

MOVE-IN & START-UP

A-6

Item

No. Description of Item with Unit Bid Price in Written Words. Unit

Approx.

Quantity Unit Amount Total Price

Removal of existing concrete slabs. Material to become property of contractor and properly disposed of offsite.

S.Y. 120 $ $

Per Square Yard

Haul off and dispose of all trash and debris on project site. Contractor to visit site prior to bid date.

L.S. 1 $ $

Per Lump Sum

Removal and relocation of existing metal building. Contractor to coordinate location with the property owner.

L.S. 1 $ $

Per Lump Sum

Removal and disposal of existing trees. Material to become property of contractor and properly disposed of offsite.

Ea. 7 $ $

Per Each

Site preparation of excavation areas, including stripping of top six inches (6") depth of topsoil, removal of vegetation, and stockpile. Including necessary clearing and grubbing, including removal of all trees and material to be removed from site, as directed by Engineer.

Ac 3 $ $

Per Acre

Replace stripping on channel and berm areas, spread approximately six inches (6") thick to meet final grades prior to seeding..

Ac. 3 $ $

Per Acre

Hydromulch seeding of disturbed areas except in areas as specified in Standard

Specifications including all necessary appurtenances. Contractor to ensure growth and coverage of at least eighty percent (80%) of disturbed area by vegetation by whatever means necessary, including re-seeding, over-seeding, fertilizing, and mowing.

Ac. 3 $ $ Per Acre

Excavation and grading of onsite drainage channel to final elevations and grades in accordance with plans. Quantity of in-situ material to be verified before excavation or haul operation commences.

C.Y. 11,984 $ $

Per Cubic Yard

UNIT A: SEGMENT 1

8.

9.

CHANNEL IMPROVEMENTS

6.

7.

10.

12.

13.

11.

A-7

Approx.

Quantity Unit Amount Total Price

Spread and compact fill along channel side slopes and berms per construction plans, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches (8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence.

Measurement and payment based on excavation volume. Contractor to fill per sequencing plan as directed by engineer.

C.Y. 317 $ $

Per Cubic Yard

Excess excavation material to become the property of the contractor and shall be hauled and legally disposed of offsite.

C.Y. 11,667 $ $

Per Cubic Yard

Grade I Rip-rap 150 lb. to 200 lb. evenly graded, min 18-inch mat thickness as shown on plans, measured horizontally, complete in place.

S.Y 45 $ $ Per Square Yard

18-inch RCP, ASTM C-76, Class III, all depths, (including bedding and backfill), complete in place.

L.F. 80 $ $

Per Linear Foot

Precast Safety End Treatment Type II (PSET-SC) for 18" RCP pipe.

EA. 1 $ $

Per Each

Type "C" manhole for 48"-72" pipe, standard depth, complete in place.

EA. 1 $ $

Per Each

20. Type "C" manhole for 18"-42" pipe, standard depth, complete in place.

EA. 2 $ $

Per Each

18" Concrete collar connection, complete in place.

EA. 1 $ $

Per Each

17.

14.

18.

19.

21.

15.

16.

A-8

Approx.

Quantity Unit Amount Total Price

UNIT A: SEGMENT 1

22. Overhead Power Pole Protection.

EA. 2 $ $

Per Each

Well point system, complete in place and operated per specifications, as directed by Engineer.

L.F. 885 $ $

Per Linear Foot

Placement of construction fence, along bore pit areas, and as directed by engineer

(including installation, maintenance and removal).

L.F. 200 $ $

Per Linear Foot

Construction staking to be performed by Licensed Texas Surveyor. Staking to be performed one time only. Additional staking will be at contractor's expense.

L.S. 1 $ $

Per Lump Sum

Storm water pollution prevention features (filter fabric fence, rock filter dams, etc.)

L.S. 1 $ $

Per Lump Sum

Site dewatering, including pumping, complete in place and operated per specifications, as directed by Engineer.

H.R. 200 $ $

Per Hour

Traffic control plan, complete in place, as directed by the Engineer.

L.S. 1 $ $

Per Lump Sum

TOTAL UNIT A SEGMENT 1 $

Move-in and start-up, including performance bond and payment bond for 100 percent (100%) of the contract amount. Total mobilization may be priced up to a maximum of five percent (5%) of the contract amount.

L.S. 1 $ $

Per Lump Sum

25' by 75' Stabilized Construction Access, installed, maintained and removed.

Ea. 2 $ $

Per Each

29.

TOTAL MOB. MAX 5% of

Contract Amount

30.

26.

27.

ADDITIONAL ITEMS

23.

25.

24.

28.

UNIT B: SEGMENT 2

MOVE-IN & START-UP

A-9

Approx.

Quantity Unit Amount Total Price

UNIT B: SEGMENT 2

Removal of existing fence, all types. Coordinate with the property owner to determine whether the removed fence materials are to be retained by the property owner or disposed of offsite. Fence materials designated for disposal shall become the property of the Contractor and shall be legally disposed of offsite.

L.F. 375 $ $

Per Linear Foot

Removal and disposal of existing storm pipes, all sizes. Material to become property of contractor and properly disposed of offsite.

L.F. 50 $ $

Per Linear Foot

Haul off and dispose of all trash and debris on project site. Contractor to visit site prior to bid date.

L.S. 1 $ $

Per Lump Sum

Removal and disposal of existing trees. Material to become property of contractor and properly disposed of offsite.

Ea. 2 $ $

Per Each

UNIT B: SEGMENT 2

Site preparation of excavation areas, including stripping of top six inches (6") depth of topsoil, removal of vegetation, and stockpile. Including necessary clearing and grubbing, including removal of all trees and material to be removed from site, as directed by Engineer.

Ac 3 $ $

Per Acre

Replace stripping on channel and berm areas, spread approximately six inches (6") thick to meet final grades prior to seeding.

Ac. 3 $ $ Per Acre

Hydromulch seeding of disturbed areas except in areas as specified in Standard

Specifications including all necessary appurtenances. Contractor to ensure growth and coverage of at least eighty percent (80%) of disturbed area by vegetation by whatever means necessary, including re-seeding, over-seeding, fertilizing, and mowing.

Ac. 3 $ $

Per Acre

DEMOLITION

36.

31.

32.

33.

34.

CHANNEL IMPROVEMENTS

35.

37.

A-10

Approx.

Quantity Unit Amount Total Price

Excavation and grading of onsite drainage channel to final elevations and grades in accordance with plans. Quantity of in-situ material to be verified before excavation or haul operation commences.

C.Y. 11,178 $ $

Per Cubic Yard

Spread and compact fill along channel side slopes and berms per construction plans, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches (8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence.

Measurement and payment based on excavation volume. Contractor to fill per sequencing plan as directed by engineer.

C.Y. 142 $ $

Per Cubic Yard

Excess excavation material to become the property of the contractor and shall be hauled and legally disposed of offsite.

C.Y. 11,036 $ $ Per Cubic Yard

Grade I Rip-rap 150 lb. to 200 lb. evenly graded, min 18-inch mat thickness as shown on plans, measured horizontally, complete in place.

S.Y 91 $ $

Per Square Yard

48-inch RCP, ASTM C-76, Class III, all depths, (including bedding and backfill), complete in place.

L.F. 67.0 $ $

Per Linear Foot

Type "C" manhole for 48"-72" pipe, standard depth, complete in place.

EA. 1 $ $

Per Each

44. Reinforced concrete backslope interceptor structure, including twenty-four inch

(24") galvanized Corrugated Metal Pipe, 22/3" x 1/2" corrugations, 16 gage, including band connectors, and concrete slope paving, per detail sheet, complete in place.

EA. 1 $ $

Per Each

Reinforced concrete TxDOT headwall and wingwalls for 48" RCP outfall, complete in place as directed by Engineer.

EA. 1 $ $

Per Each

41.

42.

43.

45.

38.

39.

40.

A-11

Approx.

Quantity Unit Amount Total Price

UNIT B: SEGMENT 2

Well point system, complete in place and operated per specifications, as directed by Engineer.

L.F. 840 $ $

Per Linear Foot

Construction staking to be performed by Licensed Texas Surveyor. Staking to be performed one time only. Additional staking will be at contractor's expense.

L.S. 1 $ $

Per Lump Sum

Storm water pollution prevention features (filter fabric fence, rock filter dams, etc.)

L.S. 1 $ $

Per Lump Sum

Site dewatering, including pumping, complete in place and operated per specifications, as directed by Engineer.

H.R. 200 $ $

Per Hour

Traffic control plan, complete in place, as directed by the Engineer.

L.S. 1 $ $

Per Lump Sum

TOTAL UNIT B SEGMENT 2 $

Move-in and start-up, including performance bond and payment bond for 100 percent (100%) of the contract amount. Total mobilization may be priced up to a maximum of five percent (5%) of the contract amount.

L.S. 1 $ $

Per Lump Sum

25' by 75' Stabilized Construction Access, installed, maintained and removed.

Ea. 2 $ $

Per Each

TOTAL MOB. MAX 5% of

Contract Amount

ADDITIONAL ITEMS

46.

47.

MOVE-IN & START-UP

UNIT C: SEGMENT 3

48.

49.

50.

51.

52.

A-12

Approx.

Quantity Unit Amount Total Price

UNIT C: SEGMENT 3

Removal and relocation of existing fence, all types. Coordinate with the property owner to determine location.

L.F. 1,330 $ $

Per Linear Foot

Removal and disposal of existing storm pipes, all sizes. Material to become property of contractor and properly disposed of offsite.

L.F. 26 $ $

Per Linear Foot

Haul off and dispose of all trash and debris on project site. Contractor to visit site prior to bid date.

L.S. 1 $ $

Per Lump Sum

Removal and disposal of existing trees. Material to become property of contractor and properly disposed of offsite.

Ea. 4 $ $

Per Each

UNIT C: SEGMENT 3

Site preparation of excavation areas, including stripping of top six inches (6") depth of topsoil, removal of vegetation, and stockpile. Including necessary clearing and grubbing, including removal of all trees and material to be removed from site, as directed by Engineer.

Ac 6 $ $ Per Acre

Replace stripping on channel and berm areas, spread approximately six inches (6") thick to meet final grades prior to seeding..

Ac. 6 $ $

Per Acre

Hydromulch seeding of disturbed areas except in areas as specified in Standard

Specifications including all necessary appurtenances. Contractor to ensure growth and coverage of at least eighty percent (80%) of disturbed area by vegetation by whatever means necessary, including re-seeding, over-seeding, fertilizing, and mowing.

Ac. 6 $ $

Per Acre

58.

DEMOLITION

53.

CHANNEL IMPROVEMENTS

57.

59.

54.

55.

56.

A-13

Approx.

Quantity Unit Amount Total Price

Excavation and grading of onsite drainage channel to final elevations and grades in accordance with plans. Quantity of in-situ material to be verified before excavation or haul operation commences.

C.Y. 15,521 $ $

Per Cubic Yard

Spread and compact fill along channel side slopes and berms per construction plans, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches (8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence.

Measurement and payment based on excavation volume. Contractor to fill per sequencing plan as directed by engineer.

C.Y. 206 $ $ Per Cubic Yard

Excess excavation material to become the property of the contractor and shall be hauled and legally disposed of offsite.

C.Y. 15,315 $ $

Per Cubic Yard

Grade I Rip-rap 150 lb. to 200 lb. evenly graded, min 18-inch mat thickness as shown on plans, measured horizontally, complete in place.

S.Y 497 $ $

Per Square Yard

Reinforced concrete backslope interceptor structure, including eighteen-inch (18") galvanized Corrugated Metal Pipe, 22/3" x 1/2" corrugations, 16 gage, including band connectors, and concrete slope paving, per detail sheet, complete in place.

EA. 1 $ $

Per Each

UNIT C: SEGMENT 3

Well point system, complete in place and operated per specifications, as directed by Engineer.

L.F. 1,500 $ $

Per Linear Foot

Placement of construction fence, along bore pit areas, and as directed by engineer

(including installation, maintenance and removal).

L.F. 1,330 $ $

Per Linear Foot

Construction staking to be performed by Licensed Texas Surveyor. Staking to be performed one time only. Additional staking will be at contractor's expense.

L.S. 1 $ $

Per Lump Sum

63.

61.

62.

64.

ADDITIONAL ITEMS

65.

66.

67.

60.

A-14

Approx.

Quantity Unit Amount Total Price

Overhead power pole protection.

EA. 2 $ $

Per Each

Storm water pollution prevention features (filter fabric fence, rock filter dams, etc.)

L.S. 1 $ $

Per Lump Sum

Site dewatering, including pumping, complete in place and operated per specifications, as directed by Engineer.

H.R. 200 $ $

Per Hour

Traffic control plan, complete in place, as directed by the Engineer.

L.S. 1 $ $

Per Lump Sum

Sanitary manhole protection.

EA. 1 $ $

Per Each

TOTAL UNIT C SEGMENT 3 $

UNIT D: SEGMENT 4

Move-in and start-up, including performance bond and payment bond for 100 percent (100%) of the contract amount. Total mobilization may be priced up to a maximum of five percent (5%) of the contract amount.

L.S. 1 $ $

Per Lump Sum

25' by 75' Stabilized Construction Access, installed, maintained and removed.

Ea. 2 $ $

Per Each

UNIT D: SEGMENT 4

Removal and relocation of existing fence, all types. Coordinate with the property owner to determine location.

L.F. 700 $ $

Per Linear Foot

73.

TOTAL MOB. MAX 5% of

Contract Amount

74.

DEMOLITION

MOVE-IN & START UP

69.

70.

71.

72.

68.

75.

A-15

Approx.

Quantity Unit Amount Total Price

Haul off and dispose of all trash and debris on project site. Contractor to visit site prior to bid date.

L.S. 1 $ $

Per Lump Sum

Removal and disposal of existing trees. Material to become property of contractor and properly disposed of offsite.

Ea. 11 $ $

Per Each

Removal and disposal of existing tree lines. Material to become property of contractor and properly disposed of offsite.

L.F. 50 $ $

Per Linear Foot

UNIT D: SEGMENT 4

Site preparation of excavation areas, including stripping of top six inches (6") depth of topsoil, removal of vegetation, and stockpile. Including necessary clearing and grubbing, including removal of all trees and material to be removed from site, as directed by Engineer.

Ac 7 $ $

Per Acre

Replace stripping on channel and berm areas, spread approximately six inches (6") thick to meet final grades prior to seeding.

Ac. 7 $ $

Per Acre

Hydromulch seeding of disturbed areas except in areas as specified in Standard

Specifications including all necessary appurtenances. Contractor to ensure growth and coverage of at least eighty percent (80%) of disturbed area by vegetation by whatever means necessary, including re-seeding, over-seeding, fertilizing, and mowing.

Ac. 7 $ $

Per Acre

Excavation and grading of onsite drainage channel to final elevations and grades in accordance with plans. Quantity of in-situ material to be verified before excavation or haul operation commences.

C.Y. 42,930 $ $ Per Cubic Yard

80.

CHANNEL IMPROVEMENTS

79.

81.

76.

77.

78.

82.

A-16

Approx.

Quantity Unit Amount Total Price

Spread and compact fill along channel side slopes and berms per construction plans, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches (8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence.

Measurement and payment based on excavation volume. Contractor to fill per sequencing plan as directed by engineer.

C.Y. 224 $ $

Per Cubic Yard

Excess excavation material to become the property of the contractor and shall be hauled and legally disposed of offsite.

C.Y. 42,706 $ $

Per Cubic Yard

Grade I Rip-rap 150 lb. to 200 lb. evenly graded, min 18-inch mat thickness as shown on plans, measured horizontally, complete in place.

S.Y 1,744 $ $

Per Square Yard

24-inch RCP, ASTM C-76, Class III, all depths, (including bedding and backfill), complete in place.

L.F. 50 $ $

Per Linear Foot

30-inch RCP, ASTM C-76, Class III, all depths, (including bedding and backfill), complete in place.

L.F. 48 $ $

Per Linear Foot

Precast Safety End Treatment Type II (PSET-SC) for 24" RCP pipe.

EA. 1 $ $

Per Each

Type "C" manhole for 48"-72" pipe, standard depth, complete in place.

EA. 2 $ $

Per Each

83.

84.

87.

85.

86.

88.

89.

A-17

Approx.

Quantity Unit Amount Total Price

UNIT D: SEGMENT 4

Well point system, complete in place and operated per specifications, as directed by Engineer.

L.F. 1,550 $ $

Per Linear Foot

Placement of construction fence, along bore pit areas, and as directed by engineer

(including installation, maintenance and removal).

L.F. 700 $ $

Per Linear Foot

Construction staking to be performed by Licensed Texas Surveyor. Staking to be performed one time only. Additional staking will be at contractor's expense.

L.S. 1 $ $

Per Lump Sum

Overhead power pole protection.

EA. 1 $ $

Per Each

Storm water pollution prevention features (filter fabric fence, rock filter dams, etc.)

L.S. 1 $ $

Per Lump Sum

Site dewatering, including pumping, complete in place and operated per specifications, as directed by Engineer.

H.R. 200 $ $

Per Hour

Traffic control plan, complete in place, as directed by the Engineer.

L.S. 1 $ $

Per Lump Sum

Sanitary sewer line protection.

L.F. 39 $ $

Per Linear Foot

Sanitary manhole protection.

EA. 2 $ $

Per Each

TOTAL UNIT D SEGMENT 4 $

97.

92.

93.

94.

95.

96.

ADDITIONAL ITEMS

90.

91.

98.

A-18

Approx.

Quantity Unit Amount Total Price

UNIT E: SEGMENT 5

Move-in and start-up, including performance bond and payment bond for 100 percent (100%) of the contract amount. Total mobilization may be priced up to a maximum of five percent (5%) of the contract amount.

L.S. 1 $ $

Per Lump Sum

25' by 75' Stabilized Construction Access, installed, maintained and removed.

Ea. 2 $ $

Per Each

UNIT E: SEGMENT 5

Haul off and dispose of all trash and debris on project site. Contractor to visit site prior to bid date.

L.S. 1 $ $

Per Lump Sum

Removal and disposal of existing trees. Material to become property of contractor and properly disposed of offsite.

Ea. 2 $ $

Per Each

UNIT E: SEGMENT 5

Removal and disposal of existing, 60-foot Pinchot Bridge. Contractor to remove all materials. All removed material is to become property of the Contractor and to be removed from the project site in a legal manner.

Ea. 1 $ $

Per Each

Removal and disposal of existing storm pipes, all sizes. Material to become property of contractor and properly disposed of offsite.

L.F. 97 $ $

Per Linear Foot

101.

102.

99.

TOTAL MOB. MAX 5% of

Contract Amount

100.

DEMOLITION

PINCHOT BRIDGE REMOVAL AND REPLACEMENT

104.

103.

MOVE-IN & START UP

A-19

Approx.

Quantity Unit Amount Total Price

UNIT E: SEGMENT 5

Site preparation of excavation areas, including stripping of top six inches (6") depth of topsoil, removal of vegetation, and stockpile. Including necessary clearing and grubbing, including removal of all trees and material to be removed from site, as directed by Engineer.

Ac 3 $ $

Per Acre

Replace stripping on channel and berm areas, spread approximately six inches (6") thick to meet final grades prior to seeding..

Ac. 3 $ $

Per Acre

Hydromulch seeding of disturbed areas except in areas as specified in Standard

Specifications including all necessary appurtenances. Contractor to ensure growth and coverage of at least eighty percent (80%) of disturbed area by vegetation by whatever means necessary, including re-seeding, over-seeding, fertilizing, and mowing.

Ac. 3 $ $ Per Acre

Excavation and grading of onsite drainage channel to final elevations and grades in accordance with plans. Quantity of in-situ material to be verified before excavation or haul operation commences.

C.Y. 8,530 $ $

Per Cubic Yard

Spread and compact fill along channel side slopes and berms per construction plans, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches (8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence.

Measurement and payment based on excavation volume. Contractor to fill per sequencing plan as directed by engineer.

C.Y. 403 $ $

Per Cubic Yard

Excess excavation material to become the property of the contractor and shall be hauled and legally disposed of offsite.

C.Y. 8,127 $ $

Per Cubic Yard

Grade I Rip-rap 150 lb. to 200 lb. evenly graded, min 18-inch mat thickness as shown on plans, measured horizontally, complete in place.

S.Y 158 $ $

Per Square Yard

106.

CHANNEL IMPROVEMENTS

105.

107.

109.

110.

111.

108.

A-20

Approx.

Quantity Unit Amount Total Price

Reinforced concrete backslope interceptor structure, including twenty-four inch

(24") galvanized Corrugated Metal Pipe, 22/3" x 1/2" corrugations, 16 gage, including band connectors, and concrete slope paving, per detail sheet, complete in place.

EA. 1 $ $

Per Each

36-inch RCP, ASTM C-76, Class III, all depths, (including bedding and backfill), complete in place.

L.F. 98 $ $

Per Linear Foot

Precast Safety End Treatment Type II (PSET-SC) for 36" RCP pipe.

EA. 2 $ $

Per Each

Type "C" manhole for 48"-72" pipe, standard depth, complete in place.

EA. 2 $ $

Per Each

UNIT E: SEGMENT 5

Well point system, complete in place and operated per specifications, as directed by Engineer.

L.F. 650 $ $

Per Linear Foot

Construction staking to be performed by Licensed Texas Surveyor. Staking to be performed one time only. Additional staking will be at contractor's expense.

L.S. 1 $ $

Per Lump Sum

Storm water pollution prevention features (filter fabric fence, rock filter dams, etc.)

L.S. 1 $ $

Per Lump Sum

Site dewatering, including pumping, complete in place and operated per specifications, as directed by Engineer.

H.R. 200 $ $

Per Hour

Traffic control plan, complete in place, as directed by the Engineer.

L.S. 1 $ $

Per Lump Sum

Placement of necessary traffic barricades at bridge crossing and traffic signage per plans, as directed by engineer.

L.F. 100 $ $

Per Linear Foot

TOTAL UNIT E SEGMENT 5 $

118.

119.

120.

112.

115.

116.

117.

112.

113.

114.

ADDITIONAL ITEMS

A-21

Approx.

Quantity Unit Amount Total Price

UNIT F: SEGMENT 8

Move-in and start-up, including performance bond and payment bond for 100 percent (100%) of the contract amount. Total mobilization may be priced up to a maximum of five percent (5%) of the contract amount.

L.S. 1 $ $

Per Lump Sum

25' by 75' Stabilized Construction Access, installed, maintained and removed.

Ea. 2 $ $

Per Each

UNIT F: SEGMENT 8

Removal of existing fence, all types. Coordinate with the property owner to determine whether the removed fence materials are to be retained by the property owner or disposed of offsite. Fence materials designated for disposal shall become the property of the Contractor and shall be legally disposed of offsite.

L.F. 62 $ $

Per Linear Foot

Removal and relocation of existing fence, all types. Coordinate with the property owner to determine location.

L.F. 530 $ $

Per Linear Foot

Haul off and dispose of all trash and debris on project site. Contractor to visit site prior to bid date.

L.S. 1 $ $

Per Lump Sum

Removal and disposal of existing storm pipes, all sizes. Material to become property of contractor and properly disposed of offsite.

L.F. 219 $ $

Per Linear Foot

UNIT F: SEGMENT 8

Site preparation of excavation areas, including stripping of top six inches (6") depth of topsoil, removal of vegetation, and stockpile. Including necessary clearing and grubbing, including removal of all trees and material to be removed from site, as directed by Engineer.

Ac 5 $ $

Per Acre

Replace stripping on channel and berm areas, spread approximately six inches (6") thick to meet final grades prior to seeding.

Ac. 5 $ $ Per Acre

128.

125.

121.

TOTAL MOB. MAX 5% of

Contract Amount

122.

124.

MOVE-IN & START UP

126.

CHANNEL IMPROVEMENTS

DEMOLITION

123.

127.

A-22

Approx.

Quantity Unit Amount Total Price

Hydromulch seeding of disturbed areas except in areas as specified in Standard

Specifications including all necessary appurtenances. Contractor to ensure growth and coverage of at least eighty percent (80%) of disturbed area by vegetation by whatever means necessary, including re-seeding, over-seeding, fertilizing, and mowing.@

Ac. 5 $ $

Per Acre

Excavation and grading of onsite drainage channel to final elevations and grades in accordance with plans. Quantity of in-situ material to be verified before excavation or haul operation commences.

C.Y. 12,672 $ $

Per Cubic Yard

Spread and compact fill along channel side slopes and berms per construction plans, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches (8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence.

Measurement and payment based on excavation volume. Contractor to fill per sequencing plan as directed by engineer.

C.Y. 196 $ $

Per Cubic Yard

Excess excavation material to become the property of the contractor and shall be hauled and legally disposed of offsite.

C.Y. 12,476 $ $

Per Cubic Yard

Grade I Rip-rap 150 lb. to 200 lb. evenly graded, min 18-inch mat thickness as shown on plans, measured horizontally, complete in place.

S.Y 100 $ $

Per Square Yard

Reinforced concrete backslope interceptor structure, including eighteen-inch (18") galvanized Corrugated Metal Pipe, 22/3" x 1/2" corrugations, 16 gage, including band connectors, and concrete slope paving, per detail sheet, complete in place.

EA. 2 $ $

Per Each

36-inch RCP, ASTM C-76, Class III, all depths, (including bedding and backfill), complete in place.

L.F. 76 $ $

Per Linear Foot

Precast Safety End Treatment Type II (PSET-SC) for 36" RCP pipe.

EA. 1 $ $

Per Each

Type "C" manhole for 48"-72" pipe, standard depth, complete in place.

EA. 1 $ $

Per Each

133.

134.

135.

137.

129.

131.

132.

136.

130.

A-23

Approx.

Quantity Unit Amount Total Price

UNIT F: SEGMENT 8

Well point system, complete in place and operated per specifications, as directed by Engineer.

L.F. 1,650 $ $

Per Linear Foot

Construction staking to be performed by Licensed Texas Surveyor. Staking to be

L.S. 1 $ $

Per Lump Sum

Storm water pollution prevention features (filter fabric fence, rock filter dams, L.S. 1 $ $

Per Lump Sum

Site dewatering, including pumping, complete in place and operated per specifications, as directed by Engineer.

H.R. 200 $ $

Per Hour

Traffic control plan, complete in place, as directed by the Engineer.

L.S. 1 $ $

Per Lump Sum

TOTAL UNIT E SEGMENT 5 $

TOTAL CHANNEL EXPANSION (UNIT A + B + C + D + E + F) $

UNIT G: BASIN EXPANSION

Move-in and start-up, including performance bond and payment bond for 100 percent (100%) of the contract amount. Total mobilization may be priced up to a maximum of five percent (5%) of the contract amount.

L.S. 1 $ $

Per Lump Sum

25' by 75' Stabilized Construction Access, installed, maintained and removed.

Ea. 2 $ $

Per Each

142.

ADDITIONAL ITEMS

138.

139.

140.

141.

TOTAL MOB. MAX 5% of

Contract Amount

144.

MOVE-IN & START UP

143.

A-24

Approx.

Quantity Unit Amount Total Price

UNIT G: BASIN EXPANSION

Removal of existing concrete. Material to become property of contractor and properly disposed of offsite.

S.Y. 858 $ $

Per Square Yard

Removal and disposal of existing 48" outfall and wingwalls. Material to become property of contractor and properly disposed of offsite.

L.S. 1 $ $

Per Lump Sum

UNIT G: BASIN EXPANSION

Site preparation of excavation areas, including stripping of top six inches (6") depth of topsoil, removal of vegetation, and stockpile. Including necessary clearing and grubbing, including removal of all trees and material to be removed from site, as directed by Engineer.

Ac 67 $ $

Per Acre

Replace stripping on basin and berm areas, spread approximately six inches (6") thick to meet final grades prior to seeding (stripping will not be replaced in the area below proposed normal pool elevations).

Ac. 67 $ $

Per Acre

Hydromulch seeding of disturbed areas except in areas as specified in Standard

Specifications including all necessary appurtenances. Contractor to ensure growth and coverage of at least eighty percent (80%) of disturbed area by vegetation by whatever means necessary, including re-seeding, over-seeding, fertilizing, and mowing.

Ac. 67 $ $ Per Acre

Excavation and grading of onsite drainage channel to final elevations and grades in accordance with plans. Quantity of in-situ material to be verified before excavation or haul operation commences.

C.Y. 629,161 $ $

Per Cubic Yard

Spread and compact fill along channel side slopes and berms per construction plans, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches (8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence.

Measurement and payment based on excavation volume. Contractor to fill per sequencing plan as directed by engineer.

C.Y. 864 $ $

Per Cubic Yard

148.

151.

145.

146.

BASIN IMPROVEMENTS

150.

DEMOLITION

147.

149.

A-25

Approx.

Quantity Unit Amount Total Price

Haul, spread and stockpile material to a Tract within 1-mile vicinity of project site, as directed by engineer. Fill to be placed in maximum loose lifts of eight inches

(8") or less and compacted to 95% of maximum density at -3% to +5% moisture content as determined by AASHTO Test Method T-99. Quantity of in situ material to be verified before excavation or haul operations commence. Measurement and payment based on excavation volume.

C.Y. 628,297 $ $

Per Cubic Yard

Grade I Rip-rap 150 lb. to 200 lb. evenly graded, min 18-inch mat thickness as shown on plans, measured horizontally, complete in place.

S.Y 35 $ $

Per Square Yard

30-inch RCP, ASTM C-76, Class III, all depths,…