Sunterra Lakes North Section 8_ 9_ _ Street Dedication Section 1 Spec Book .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

ISSUE FOR BID

08/28/2026

ISSUE FOR BID

DATE: 2026.08.28

NOT FOR CONSTRUCTION

SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR CONSTRUCTION OF

WATER, SANITARY, DRAINAGE, AND PAVING FACILITIES

IN

SUNTERRA LAKES NORTH SECTION 8,

SUNTERRA LAKES NORTH SECTION 9,

SUNTERRA LAKES NORTH STREET DEDICATION SECTION 1

FOR

ASTRO SUNTERRA LAKES NORTH, L.P.

ON BEHALF OF

WALLER COUNTY MUNICIPAL UTILITY DISTRICT NO. 60 & 60B

IN

WALLER COUNTY, TEXAS

September 2026 28745-0047-01, 28745-0046-01, & 28745-0044-01

ISSUE FOR BID

SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR CONSTRUCTION OF

WATER, SANITARY, DRAINAGE, AND PAVING FACILITIES

IN

SUNTERRA LAKES NORTH SECTION 8,

SUNTERRA LAKES NORTH SECTION 9,

SUNTERRA LAKES NORTH STREET DEDICATION SECTION 1

FOR

ASTRO SUNTERRA LAKES NORTH, L.P.

ON BEHALF OF

WALLER COUNTY MUNICIPAL UTILITY DISTRICT NO. 60 & 60B

IN

WALLER COUNTY, TEXAS

TABLE OF CONTENTS

BIDDING REQUIREMENTS

Invitation to Bid ....................................................................................................................... A-1 Instruction to Bidders.............................................................................................................. A-2 Bid Form ................................................................................................................................. A-7

CONDITIONS OF THE CONTRACT

General Conditions of the Contract ....................................................................................... GC-1 Special Conditions ................................................................................................................... SC-1 Standard Form of Agreement ................................................................................................ SF-1 Performance & Payment Bond .............................................................................................. PB-1 Construction Bond .................................................................................................................. CB-1 Insurance Requirements ........................................................................................................ IR-1

SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

Summary of Work .................................................................................................................. 01010-1 Cutting and Patching .............................................................................................................. 01070-1 Use of Premises ....................................................................................................................... 01145-1 Change Order .......................................................................................................................... 01255-1 Submittals .............................................................................................................................. 01300-1 Construction Progress Schedule ............................................................................................. 01330-1 Shop Drawings, Products Data, and Samples ........................................................................ 01340-1 Schedule of Values ................................................................................................................. 01370-1 Laboratory Services ................................................................................................................ 01410-1

Field Project Representative Services .................................................................................... 01420-1 Construction Staking Scope .................................................................................................... 01430-1 Paving Construction Staking Scope ........................................................................................ 01430-1 Temporary Facilities and Controls ......................................................................................... 01500-1 Mobilization ............................................................................................................................ 01502-1 Remobilization ........................................................................................................................ 01503-1 Storm Water Pollution Prevention Control ............................................................................. 01570-1 Traffic Channelizing Devices.................................................................................................... 01571-1 Cleaning and Adjusting ........................................................................................................... 01710-1 Project Record Documents .................................................................................................... 01720-1

DIVISION 2 - SITE WORK

Trimming ................................................................................................................................. 02103-1 Clearing and Grubbing ............................................................................................................ 02104-1 Preparing Right-Of-Way .......................................................................................................... 02105-1 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 Roadway Excavation ............................................................................................................... 02223-1 Trenchless Construction .......................................................................................................... 02224-1 Channel Excavation ................................................................................................................. 02225-1 Trench Safety System .............................................................................................................. 02226-1 Waste Material Disposal ........................................................................................................ 02227-1 Rip Rap .................................................................................................................................... 02228-1 Concrete Rip Rap ..................................................................................................................... 02229-1 Grading and Compaction of Subgrade ................................................................................... 02230-1 Lime Stabilization of Pavement Subgrade .............................................................................. 02241-1 Lime-Fly Ash or Fly Ash Treatment for Materials in Place ..................................................... 02242-1 Storm Sewers ......................................................................................................................... 02500-1 Sewer Manhole Sealing ........................................................................................................... 02502-1 Concrete Drainage Structures ................................................................................................. 02513-1 Manholes................................................................................................................................. 02514-1 Concrete Construction for Structures ..................................................................................... 02515-1 Dewatering and Drainage of Excavation ................................................................................. 02530-1 Water Distribution Mains........................................................................................................ 02555-1 Sanitary Sewers ....................................................................................................................... 02560-1 Sewer Flow Control ................................................................................................................. 02561-1 Sewer Line Cleaning ................................................................................................................ 02562-1 Point Repairs to Sanitary Sewers ............................................................................................ 02565-1 Grouting Existing Sanitary Sewers .......................................................................................... 02566-1 Removal and Replacement of Sanitary Sewers ...................................................................... 02567-1 Well Point System ................................................................................................................... 02600-1

Manhole Rehabilitation .......................................................................................................... 02608-1 Cement Stabilized Limestone Base ......................................................................................... 02610-1 Limestone Base ....................................................................................................................... 02611-1 Cement Stabilized Subgrade ................................................................................................... 02613-1 Portland Cement Concrete Pavement .................................................................................... 02614-1 Pavement Repair and Resurfacing .......................................................................................... 02616-1 Concrete Curbs ....................................................................................................................... 02620-1 Fly Ash Base ............................................................................................................................. 02621-1 Crushed Concrete Flexible Base .............................................................................................. 02622-1 Control of Erosion and Erosion Control Structures ................................................................. 02630-1 Concrete Slope Paving ............................................................................................................ 02650-1 Pavement Marking Materials ................................................................................................. 02735-1 Traffic Buttons and Pavement Markers (Reflectorized) ......................................................... 02736-1 Erosion Control Matting …………………………………………………………………………………………………… 02807-1 Dewatering .............................................................................................................................. 02900-1 Concrete Reinforcement ......................................................................................................... 03200-1 Cast-In Place Concrete ............................................................................................................ 03300-1 Grouting .................................................................................................................................. 03360-1 Precast Prestressed Concrete ................................................................................................. 03430-1 Brick Masonry ......................................................................................................................... 04210-1 Pipe.......................................................................................................................................... 15225-1 Gates and Valves ..................................................................................................................... 15680-1

APPENDIX

Geotechnical Report 1

A-1

INVITATION TO BID

Bids addressed to ASTRO SUNTERRA LAKES NORTH, L.P. on behalf of Waller County Municipal Utility District No. 60 & 60B will be received electronically, until 10:30 a.m., Thursday, September 3rd, 2026, and then publicly opened and read for furnishing all plant, labor, material and equipment and performing all work required for the Construction of Water, Sanitary, Drainage and Paving Facilities in Sunterra Lakes North Section 8, Sunterra Lakes North Section 9, & Sunterra Lakes North Street Dedication Section 1.

The bids will only be received electronically through CivcastUSA. The electronic bids will be publicly opened and read via conference call. Physical bids will not be accepted. Below is the contact information to attend the bid opening by teleconference.

Call Number: 832-856-3756 Access Code: 908 080 466#

Scope of Work of the Contract includes the Construction of Water, Sanitary, Drainage and Paving Facilities in Sunterra Lakes North Section 8, Sunterra Lakes North Section 9, & Sunterra Lakes North Street Dedication Section 1.

For construction contracts $50,000 and over, the bidder shall submit a certified or cashier's check on a responsible bank in the State equal to five percent (5%) of the maximum total bid amount. Make the cashier's check or bid bonds payable to the Owner.

Plans, specifications, and bidding documents are available at www.civcastusa.com.

The Owner reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of 90 days from the date bids are open.

ATTENTION: Pursuant to Texas Government Code 2252.908, on behalf of Waller County Municipal Utility District No. 60 & 60B (the “District”) 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 District’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.

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INSTRUCTION TO BIDDERS

1.0 INVITATION

a. The Work. Bids are invited on a general contract for construction of Water, Sanitary, Drainage, and Paving

Facilities for Sunterra Lakes North Section 8, Sunterra Lakes North Section 9, & Sunterra Lakes North Street Dedication Section 1.

b. The Owner.

Astro Sunterra Lakes North, L.P.

obo Waller County Municipal District No. 60 & 60B 2450 Fondren Rd Houston, Texas 77063

Attention: Mr. Brian Stidham Telephone: (281) 743-9637

c. The Engineer.

Quiddity Engineering, LLC 2322 W Grand Parkway South, Suite 150 Katy, Texas 77449 Attention: Christian R. Walker P.E.

Telephone: (832) 280-8346

2.0 RECEIPT OF BIDS

a. Bids will be received electronically until 9:00 a.m., Tuesday, September 8, 2026, and then publicly opened and read via conference call. The number for this call is: 832-856-3756, Enter access code 908 080 466# when prompted. Physical bids will not be accepted.

b. Bids received after this time will not be opened and will be delivered to the Owner for its consideration.

c. Bid opening will be held immediately after the time for receipt of bids has expired.

A NON-MANDATORY pre-bid conference will be held on Monday, June 3rd, 2021, at 10:00 a.m. Local time via

d. Bids will be opened publicly and read aloud. All interested parties are invited to attend.

3.0 BIDDING DOCUMENTS

a. Bidding documents include all documents available during the bidding period, including the instruction to bidders, contract forms, conditions of the contract, specifications, drawings and addenda, if any.

b. Bidders may purchase copies of the bidding documents at www.civcastusa.com. Said documents may be examined without charge in the office of Quiddity Engineering, LLC 2322 W Grand Parkway South, Suite 150, Katy, Texas 77449.

c. Bidding documents may be examined by appointment at the office of the Engineer.

4.0 SEPARATED CONTRACT PROVISIONS

a. Contractor must abide by all state and local laws regulating sales tax exemption for work being performed for tax exempt entities. Provisions are provided in Section 5.03 of the Special Conditions.

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b. Contractor is responsible for obtaining all permits required by the work at no additional cost to the Owner, except as may specifically be exempted in the Special Conditions.

5.0 EXAMINATION

a. Bidder shall carefully examine the bidding documents and the site to determine the actual conditions under which work will be done.

b. Data in the bidding documents pertaining to existing conditions is for convenience only and does not supplant obtaining firsthand information at the site.

c. Adjusting payments will not be authorized for work that could have been foreseen by a careful examination of the site.

d. Submission of a bid constitutes acceptance by the bidder of existing site conditions as a part of the requirements of this work.

6.0 COMPLETION TIME

a. The work shall be substantially completed within the specified number of calendar days listed in the table in the Bid Form.

b. Submission of a bid constitutes acceptance by the bidder of the completion time as a part of the requirements of this work.

7.0 QUESTIONS

a. In ample time to permit consideration before reply, submit questions about bidding instruments to the

Engineer.

b. Necessary replies will be issued to bidders of record as addenda, which becomes a part of the bidding instruments. Oral instructions do not form a part of the bidding instruments.

c. Bidders should contact the Engineer not less than 72 hours before bid opening to secure any addenda that may affect bidding.

8.0 SUBMITTAL

a. Bids addressed to Astro Sunterra Lakes North, L.P. on behalf of Waller County Municipal Utility District No.

60 & 60B will be received electronically until 9:00 a.m., Tuesday, September 8, 2026, and then publicly opened and read for furnishing all plant, labor, material and equipment and performing all work required for the construction of: Water, Sanitary, Drainage, and Paving Facilities for Sunterra Lakes North Section 8, Sunterra Lakes North Section 9, & Sunterra Lakes North Street Dedication Section 1.

The bids will be received electronically bid through CivcastUSA. The electronic bids will be publicly opened and read via teleconference call. Physical bids will not be accepted.

Bids will be publicly read aloud at the time the bids are due via teleconference call. The number for this call is: 832-856-3756, Enter access code 908 080 466# when prompted.

b. Submit bid on the bid form provided. Fill in all blanks. If no amount is to be included, insert three zeros in the space. Include all unit cost items and all alternatives shown on the bid form; failure to comply may be cause for rejections. No segregated bids or assignments will be considered.

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c. Do not alter the bid form with written memoranda or qualifications. Any explanation, alteration, or other statements proposed by the bidder must be written separately, signed independently, and included in the bid envelope. Bids may not be modified after submittal.

d. Sign in longhand below the typed name of the person authorized to bind the bidder to a contract. When the bidder is a corporation, the bid must be signed with the legal name of the corporation followed by the name of the State of Incorporation and the legal signature of a person authorized to bind the corporation to a contract.

9.0 BID SECURITY

a. Each bid must be accompanied by a certified or cashier's check (the "bid security") drawn on a responsible bank located in the State of Texas, for at least two percent (2%) of the total amount of the bid and made payable to Owner only. Bid Bonds for five percent (5%) of the maximum total bid amount are acceptable for construction contracts over $250,000. The successful bidder shall forfeit bid security to Owner as liquidated damages if it shall fail or refuse to enter into a proper contract for the Work, including failure or refusal to furnish the Performance and Maintenance Bond, the Payment Bond, and the County Construction Bond required by the Contract. Bid security will be returned to all but the three lowest bidders within three days after the Bid Opening Time, and the second and third lowest bidders may at that time substitute a bid bond by a qualified surety for the certified or cashier's check. Remaining bid security will be returned after execution of the Contract.

b. The bid security will be forfeited to the Owner by the bidder as damages as default if the bidder fails to execute and deliver a contract and bonds as required.

10.0 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND

Bidder must be capable of executing a satisfactory performance bond and payment bond for 100 percent (100%) of the contract sum in accord with the conditions of the contract.

10.1 CONSTRUCTION BOND

Bidders must be capable of executing a construction bond for 100 percent (100%) of the sum of paving and drainage facilities within the Right-of-Way in accordance with Waller County regulations.

11.0 WITHDRAWAL

a. Bids may be withdrawn any time before bid opening but may not be resubmitted.

b. Bids may not be withdrawn or modified after bid opening time unless the award of the contract has been delayed more than 90 days.

12.0 QUALIFICATIONS OF BIDDERS

a. The Owner may make any investigations deemed necessary to determine the bidder's ability to perform the work. When requested, furnish such information and data necessary for this purpose.

b. The Owner reserves the right to reject any bid if evidence submitted by or investigation of the bidder indicate that the bidder is not properly qualified in the opinion of the Owner, to complete the work satisfactorily.

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13.0 AWARD OF CONTRACT

The Owner is not obligated to accept the lowest bid or any bid. The Owner reserves the right to reject any or all bids and to waive any informalities in bids or in bidding. The Owner may accept any bid deemed advantageous. The contract award may include full consideration of unit prices, alternates, and time of completion.

When the Successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by a Texas Ethics Commission Form 1295 (“TEC Form 1295”). The OWNER may not execute the contract or issue the Notice to Proceed unless the Successful Bidder has provided to the OWNER a completed, signed and notarized TEC Form 1295 as generated through the Texas Ethics Commission (the “TEC”) website. The TEC Form 1295 must be completed online through the TEC’s website, printed, signed and notarized, and included with the contract documents as generated through the TEC website. The OWNER reserves the right to cancel any contract that does not comply with the requirements proscribed herein. For purposes of completing the TEC Form 1295, the field labeled “Contract ID Number” is 28745-0047-01, 28745-0046-01, & 28745-0044-01. Neither the OWNER nor its consultants have the ability to verify the information included in a TEC Form 1295, and neither have an obligation nor undertake responsibility for advising any bidder with respect to the proper completion of the TEC Form 1295. Consequently, an entity intending to bid on a project should consult its own advisers to the extent it deems necessary and be prepared to submit the completed form promptly upon notification from the District that its bid is the apparent winning bid.

14.0 RETURN OF SIGNED CONTRACTS

By submitting a bid, the Contractor agrees to return signed contracts with proper bonds and insurance certificates within 14 calendar days after the Engineer has given the unsigned contracts to the Contractor. Should the Contractor fail to return properly executed contracts within 14 days, the Engineer may disqualify that Contractor and recommend that the Owner enter into contracts with the next highest bidder.

15.0

The requirements of Subchapter J, Chapter 552, Government Code, may apply to this bid and contract and contractor agrees that the contract can be terminated if contractor knowingly or intentionally fails to comply with a requirement of that subchapter.

Contractor shall: (1) preserve all Contracting Information (defined below) in contractor's possession related to this contract as provided by the District's records control schedule (available upon request, also see https://www.tsl.texas.gov/slrm/localretention) for the duration of the Contract; (2) promptly provide to the District on the District's request any Contracting Information in contractor's custody or possession; and (3) on completion of the contract, either provide at no cost to the District all Contracting Information related to the contract in contractor's possession, or preserve such Contracting Information as provided by the District's records control schedule. For purposes of this contract, Contracting Information means information related to the contract in contractor's custody or possession, including:

1. information in a voucher or the contract relating to the receipt or expenditure of public funds by the District;

2. solicitation or bid documents relating to the contract with the District;

3. communications sent between the District and contractor during the solicitation, evaluation, or negotiation of the contract;

4. documents, including bid tabulations, showing the criteria by which, the District evaluated contractor or potential contractors responding to a solicitation and, if applicable, an explanation of why contractor was selected; and

5. communications and other information sent between the District and contractor related to the performance of the contract or work performed thereunder on behalf of the District.

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In submitting a bid, bidder and or contractor declares that it has not received from a governmental body a notice of noncompliance with a provision of Subchapter J, Chapter 552, Texas Government Code, or, if such a notice has been received, that bidder and or contractor has taken adequate steps to ensure future compliance with such subchapter and has provided or upon request will provide documentation of same.

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PROJECT:

Description Units Qty Unit Price Total

A 1. Move-in and start-up, including permits, maintenance, performance and payment bonds for 100 percent

(100%) of the utility contract amount.

LS 1 $ $

A 2. Allowance for Demucking Operations. Includes excavation, off-site disposal of unsuitable soils, and backfill with approved material as directed by the

Engineer. First 18 inches of excavation and backfill shall be incidental. Maximum Allowance: $5,000.

CY 1,000 $ $

Description Units Qty Unit Price Total

B 1. 8-inch C-900 AWWA (DR18) Class 150, waterline

(including fittings, bedding, backfill and testing per details & project specifications), complete in place.

LF 3,480 $ $

B 2. 8-inch C-900 AWWA (DR18) Class 150, restrained joint waterline (including fittings, bedding, backfill and testing per details & project specifications), complete in place. LF 265 $ $

B 3. 8-inch gate valve and box, bury as shown, (including lead), complete in place.

EA 10 $ $

B 4. Flushing valve, bury as shown, (including lead and gate valve), complete in place.

EA 9 $ $

B 5. Final adjustment of all flush valves, as directed by the

Engineer.

EA 9 $ $

B 6. 8-inch Plug and Clamp, complete in place.

EA 3 $ $

BID FORM

OWNER:

Sunterra Lakes North Section 8, DATE:

JOB NUMBER:

Bid of ________________________________________________ an individual proprietorship / a corporation organized and existing under laws of the State of Texas / a partnership of _______________________________________________.

Unit B: Water Distribution System - Sunterra Lakes North Section 8

Item Number

Sunterra Lakes North Section 9, & Sunterra Lakes North Street Dedication Section 1

August 27, 2026

28745-0044-01, 28745-0046-01, & 28745-0047-01

Base Bid No. 1: Sunterra Lakes North Section 8 - WS&D

Unit A: Mobilization & Allowances - Sunterra Lakes North Section 8

Item Number

UNIT A SUBTOTAL:

Astro Sunterra Lakes North, LP obo Waller County Municipal District No. 60 & 60B

A - 7

B 7. Wet connection of proposed 8-inch waterline to existing 8-inch waterline, including removal of existing 2-inch blow-off and 8-inch plug (and all other appurtenances), all depths, complete in place.

EA 1 $ $

B 8. 2-inch blow-off and box, complete in place.

EA 3 $ $

Description Units Qty Unit Price Total

C 1. 8-inch sanitary sewer pipe, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 3,875 $ $

C 2. Sanitary sewer manhole, standard depth (including vacuum testing, foundation, and cement stabilized sand backfill per detail & project specifications), complete in place. EA 20 $ $

C 3. Extra depth sanitary sewer manhole, greater than 8 foot depth, complete in place.

VF 45 $ $

C 4. Final vertical adjustment of sanitary sewer manholes

(proposed and existing), complete in place. Rim elevations to be built 3-inch above Top of Curb/Natural

Ground. EA 20 $ $

C 5. Standard sanitary sewer drop structure, all sizes, all depths, complete in place.

EA 7 $ $

C 6. Standard 6-inch sanitary sewer stack, all depths, complete in place.

EA 13 $ $

C 7. Single near side 6-inch sanitary sewer leads (including wye and plugs), complete in place.

EA 3 $ $

C 8. Double near side 6-inch sanitary sewer leads (including wye and plugs), complete in place.

EA 30 $ $

C 9. Single far side 6-inch sanitary sewer leads (including wye and plugs), complete in place.

EA 3 $ $

C 10. Double far side 6-inch sanitary sewer leads (including wye and plugs), complete in place.

EA 20 $ $

C 11. 8-inch sanitary sewer plug, complete in place.

EA 1 $ $

C 12. Remove 8-inch sanitary sewer plug and connect proposed 8-inch sanitary sewer line, complete in place.

If necessary, the contractor is responsible for pumping existing Sanitary Sewer in order to make connection.

EA 1 $ $

UNIT B SUBTOTAL:

Unit C: Sanitary Sewer System - Sunterra Lakes North Section 8

Item Number

UNIT C SUBTOTAL:

A - 8

D 1. 24-inch RCP, ASTM C-76, Class III, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 1,715 $ $

D 2. 30-inch RCP, ASTM C-76, Class III, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 880 $ $

D 3. 36-inch RCP, ASTM C-76, Class III, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 925 $ $

D 4. 48-inch RCP, ASTM C-76, Class III, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 130 $ $

D 5. 54-inch RCP, ASTM C-76, Class III, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 215 $ $

D 6. Type "C" manhole for 24"-42" pipe, standard depth, complete in place.

EA 27 $ $

D 7. Extra depth type "C" manhole for 24"-42" pipe, greater than 8' depth, complete in place.

VF 60 $ $

D 8. Type "C" manhole for 48" or larger pipe, standard depth, complete in place.

EA 8 $ $

D 9. Extra depth type "C" manhole for 48" or larger pipe, greater than 8' depth, complete in place.

VF 15 $ $

D 10. Remove existing E-Inlet top and replace with "C" manhole top, complete in place.

EA 1 $ $

D 11. Final vertical adjustments of Type "C" manholes

(existing and proposed), complete in place.

EA 35 $ $

D 12. Upper portion "B-B" inlets, complete in place.

EA 33 $ $

D 13. Lower portion "B-B" inlets, complete in place.

EA 33 $ $

D 14. Timber frame grates with filter fabric in place and maintained over lower stage inlets.

EA 33 $ $

D 15. Remove existing 8-inch wall plug and connect 24-inch

RCP to existing 24-inch RCP, complete in place.

EA 1 $ $

D 16. Remove existing 8-inch wall plug and connect 54-inch

RCP to existing 54-inch RCP, complete in place.

EA 1 $ $

Unit D: Storm Sewer System - Sunterra Lakes North Section 8

Item Number

A - 9

D 17. Installation of slope armoring for extreme event swale, including all flexterra matting and materials, complete in place per detail and Project Specifications.

SY 255 $ $

D 18. Rough and final grading of extreme event swales, complete in place.

LF 105 $ $

D 19. Place seed over extreme event swale. Contractor to ensure growth and coverage of at least eighty percent

(80%) of disturbed area by vegetation and whatever means necessary, including re-seeding, over-seeding, fertilization and mowing.

SY 255 $ $

D 20. Repairs to maintenance berms and channel side slopes, includes re-grading & seeding (Dry application) of damaged areas to existing or better conditions, as directed by the Engineer.

SY 255 $ $

Description Units Qty Unit Price Total

E 1. Well point system, complete in place and operated per specifications, as directed by Engineer.

LF 100 $ $

E 2. Wet sand construction for sanitary sewer & storm sewer, as directed by Engineer.

LF 100 $ $

E 3. Extra cement sand, as directed by Engineer.

CY 100 $ $

E 4. Extra bank sand, as directed by the Engineer.

CY 100 $ $

E 5. Trench safety system, all depths.

LF 11,485 $ $

E 6. Inlet protection (sand bags, hay bales, or approved equal) as per Pollution Prevention Site Plan (including installation, maintenance, and removal after construction). EA 33 $ $

E 7. Hydro-mulch seeding within right-of-way as directed by the Engineer. Contractor shall provide and maintain a minimum 80% vegetative coverage, including re-seeding and watering as necessary, at no additional cost. AC 3 $ $

E 8. Placement of filter fabric fence along back of curb and at limits shown on the Plans, as directed by the

Engineer, including installation, maintenance, and removal. LF 11,730 $ $

E 9. Removal of miscellaneous trash and debris, as directed by Engineer, per truck Load.

TL 3 $ $

E 10. 25' X 75' Stabilized Construction Access to be installed, maintained throughout the period of performance of construction as determined by the contract documents, and removed, as directed by the Engineer.

EA 1 $ $

UNIT D SUBTOTAL:

Unit E: WS&D Additional Items - Sunterra Lakes North Section 8

Item Number

A - 10

E 11. Utility construction staking to be performed by

Quiddity, LLC Staking to be performed one time only.

All additional staking is at the expense of the contractor.

LS 1 $ 16,775.00$ $ 16,775.00

E 12. As-Built to be performed by Quiddity Engineering, LLC when first stage construction is complete.

LS 1 $ 3,750.00$ $ 3,750.00

Description Units Qty Unit Price Total

F 1. Move-in and start-up, including permits, maintenance, performance and payment bonds for 100 percent

(100%) of the utility contract amount.

LS 1 $ $

F 2. Allowance for Demucking Operations. Includes excavation, off-site disposal of unsuitable soils, and backfill with approved material as directed by the

Engineer. First 18 inches of excavation and backfill shall be incidental. Maximum Allowance: $5,000.

CY 1,000 $ $

Description Units Qty Unit Price Total

G 1. 12-inch C-900 AWWA (DR18) Class 150, waterline

(including fittings, bedding, backfill and testing per details & project specifications), complete in place.

LF 1,240 $ $

G 2. 12-inch gate valve and box, bury as shown, (including lead), complete in place.

EA 1

G 3. 8-inch C-900 AWWA (DR18) Class 150, restrained joint waterline (including fittings, bedding, backfill and testing per details & project specifications), complete in place.

LF 190 $ $

G 4. 8-inch gate valve and box, bury as shown, (including lead), complete in place.

EA 2 $ $

G 5. Flushing valve, bury as shown, (including lead and gate valve), complete in place.

EA 2 $ $

G 6. Final adjustment of all flush valves, as directed by the

Engineer.

EA 2 $ $

G 7. 12-inch Plug and Clamp, complete in place.

EA 1 $ $

Unit F: Mobilization & Allowances - Sunterra Lakes North Street Dedication Section 1

Item Number

UNIT F SUBTOTAL:

Unit G: Water Distribution System - Sunterra Lakes North Street Dedication Section 1

Item Number

UNIT E SUBTOTAL:

Base Bid No. 2: Sunterra Lakes North Street Dedication Section 1 - WS&D

Unit E: WS&D Additional Items - Sunterra Lakes North Section 8

A - 11

G 8. 8-inch Plug and Clamp, complete in place.

EA 2 $ $

G 9. Wet connection of proposed 12-inch waterline to existing 12-inch waterline, including removal of existing

2-inch blow-off and 12-inch plug (and all other appurtenances), all depths, complete in place.

EA 1 $ $

G 10. 2-inch blow-off and box, complete in place.

EA 3 $ $

Description Units Qty Unit Price Total

H 1. 8-inch sanitary sewer pipe, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 200 $ $

H 2. 12-inch sanitary sewer pipe, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

EA 1,075 $ $

H 3. 20-inch steel casing with spacers and end seals, complete in place.

LF 55 $ $

H 4. Trenchless construction for 20-inch steel casing for proposed 12-inch sanitary pipe (not including piping material), complete in place. Additional cost for setup, preparation, and protection of bore pits) is considered incidental.

LF 55 $ $

H 5. Sanitary sewer manhole, standard depth (including vacuum testing, foundation, and cement stabilized sand backfill per detail & project specifications), complete in place. EA 8 $ $

H 6. Extra depth sanitary sewer manhole, greater than 8 foot depth, complete in place.

VF 115 $ $

H 7. Final vertical adjustment of sanitary sewer manholes

(proposed and existing), complete in place. Rim elevations to be built 3-inch above Top of Curb/Natural

Ground. EA 8 $ $

H 8. Standard sanitary sewer drop structure, all sizes, all depths, complete in place.

EA 2 $ $

H 9. 8-inch sanitary sewer plug, complete in place.

EA 2 $ $

H 10. Remove 12-inch sanitary sewer plug and connect proposed 12-inch sanitary sewer line, complete in place. If necessary, the contractor is responsible for pumping existing Sanitary Sewer in order to make connection. EA 1 $ $

Unit H: Sanitary Sewer System - Sunterra Lakes North Street Dedication Section 1

Item Number

UNIT H SUBTOTAL:

UNIT G SUBTOTAL:

A - 12

I 1. 24-inch RCP, ASTM C-76, Class III, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 145 $ $

I 2. 30-inch RCP, ASTM C-76, Class III, all depths, (including testings, and cement stabilized sand backfill per detail & project specifications), complete in place.

LF 740 $ $

I 3. Type "C" manhole for 24"-42" pipe, standard depth, complete in place.

EA 4 $ $

I 4. Extra depth type "C" manhole for 24"-42" pipe, greater than 8' depth, complete in place.

VF 15 $ $

I 5. Type "C" manhole for 48" or larger pipe, standard depth, complete in place.

EA 3 $ $

I 6. Extra depth type "C" manhole for 48" or larger pipe, greater than 8' depth, complete in place.

VF 15 $ $

I 7. Final vertical adjustments of Type "C" manholes

(existing and proposed), complete in place.

EA 7 $ $

I 8. Upper portion "C" inlets, complete in place.

EA 6 $ $

I 9. Lower portion "C" inlets, complete in place.

EA 6 $ $

I 10. Timber frame grates with filter fabric in place and maintained over lower stage inlets.

EA 6 $ $

I 11. 8-inch wall plug for end of 30-inch RCP, complete in place.

EA 1 $ $

I 12. Remove existing 8-inch wall plug and connect 30-inch

RCP to existing 30-inch RCP, complete in place.

EA 1 $ $

I 13. Installation of slope armoring for extreme event swale, including all flexterra matting and materials, complete in place per detail and Project Specifications.

SY 495 $ $

I 14. Rough and final grading of extreme event swales, complete in place.

LF 40 $ $

I 15. Place seed over extreme event swale. Contractor to ensure growth and coverage of at least eighty percent

(80%) of disturbed area by vegetation and whatever means necessary, including re-seeding, over-seeding, fertilization and mowing.

SY 495 $ $

Unit I: Storm Sewer System - Sunterra Lakes North Street Dedication Section 1

Item Number

A - 13

I 16. Repairs to maintenance berms and channel side slopes, includes re-grading & seeding (Dry application) of damaged areas to existing or better conditions, as directed by the Engineer.

SY 495 $ $

Description Units Qty Unit Price Total

J 1. Well point system, complete in place and operated per specifications, as directed by Engineer.

LF 100 $ $

J 2. Wet sand construction for sanitary sewer & storm sewer, as directed by Engineer.

LF 100 $ $

J 3. Extra cement sand, as directed by Engineer.

CY 100 $ $

J 4. Extra bank sand, as directed by the Engineer.

CY 100 $ $

J 5. Trench safety system, all depths.

LF 3,590 $ $

J 6. Inlet protection (sand bags, hay bales, or approved equal) as per Pollution Prevention Site Plan (including installation, maintenance, and removal after construction). EA 6 $ $

J 7. Hydro-mulch seeding within right-of-way as directed by the Engineer. Contractor shall provide and maintain a minimum 80% vegetative coverage, including re-seeding and watering as necessary, at no additional cost. AC 2 $ $

J 8. Placement of filter fabric fence along back of curb and at limits shown on the Plans, as directed by the

Engineer, including installation, maintenance, and removal. LF 5,220 $ $

J 9. Removal of miscellaneous trash and debris, as directed by Engineer, per truck Load.

TL 2 $ $

J 10. 25' X 75' Stabilized Construction Access to be installed, maintained throughout the period of performance of construction as determined by the contract documents, and removed, as directed by the Engineer.

EA 1 $ $

J 11. Utility construction staking to be performed by

Quiddity, LLC Staking to be performed one time only.

All additional staking is at the expense of the contractor.

LS 1 $ 8,075.00$ $ 8,075.00

Unit J: WS&D Additional Items - Sunterra Lakes North Street Dedication Section 1

Item Number

UNIT I SUBTOTAL:

A - 14

J 12. As-Built to be performed by Quiddity Engineering, LLC when first stage construction is complete.

LS 1 $ 3,750.00$ $ 3,750.00

Description Units Qty Unit Price Total

K 1. Move-in and start-up, including performance, payment, and Maintenance bonds for 100 percent (100%) of the contract amount.

LS 1 $ $

K 2. Waller County Construction Bond – 100% of

Construction Cost for Paving and Drainage within Waller

County Future Right-of-Way, 1-Year Term.

LS 1 $ $

Description Units Qty Unit Price Total

L 1. Final lot grading per grading plan including filling (or cutting), grading, and compacting (to 95%) all lots and reserves, backlot utility easements and existing swales on this property as directed by the Engineer.

EA 106 $ $

L 2. Roadway Excavation. Excavated material to be used for

Roadway, ROW Reserves, & Lot fill. Fill material shall be spread and compacted (to 95%) as directed by

Engineer. Cut behind curb and replacement of material is considered incidental. No adjustments will be made based on variance of actual quantities. Final Grading within the right-of-way is considered incidental.

CY 2,855 $ $

L 3. Final lot cut per grading plan including fill, grading and compacting (to 95%) all utility easements and existing swales on this property as directed by the Engineer.

CY 815 $ $

L 4. Excess Utility Excavation Material Hauling and

Placement (0–0.25 Miles). Haul excess utility excavation material outside the designated work limits and place within the tract. Material shall be spread and compacted to 95% as directed by the Engineer.

CY 2,700 $ $

Item Number

UNIT L SUBTOTAL:

ALTERNATE NO. 1: Sunterra Lakes North Section No. 8 - Paving Facilities

Alternate No. 1: Unit K: Mobilization & Allowances

Item Number

UNIT K SUBTOTAL:

Alternate No. 1: Unit L: Earthwork

UNIT J SUBTOTAL:

A - 15

M 1. Lime for subgrade @ (36 lbs./SY) as directed by

Engineer. Ton 287 $ $

M 2. Fly Ash for subgrade @ (72 lbs./SY) as directed by

Engineer. Ton 575 $ $

M 3. Manipulation, grading, and compaction of 10-inch subgrade for concrete pavement.

SY 15,970 $ $

M 4. 6-inch reinforced concrete pavement, complete in place. SY 14,270 $ $

M 5. 6-inch concrete curb, complete in place.

LF 2,725 $ $

M 6. 4-inch by 12-inch concrete curb, complete in place.

LF 5,075 $ $

M 7. 5 foot wide "Type 7" Directional Curb Ramps Within

Radius, including 5-foot by 5-foot (4-inch thick) landing pad, complete in place, according to detail on sheet 35 of plans.

EA 10 $ $

M 8. 5 foot wide "Type 12" Directional Curb Ramps Within

Radius, including 5-foot by 5-foot (4-inch thick) landing pad, complete in place, according to detail on sheet 35 of plans.

EA 2 $ $

M 9. Remove and Dispose of existing type III barricade, complete in place.

EA 2 $ $

M 10. Installation of type III barricade, complete in place.

EA 1 $ $

M 11. Blue reflectorized traffic buttons at each flushing valve, as per detail, complete in place.

EA 9 $ $

M 12. Permanent Traffic Control Devices including traffic buttons, pavement striping and marker, complete in place. LS 1 $ $

M 13. R1-1 stop sign and three name street sign, including square post, and 24-inch stop bar, complete in place.

EA 6 $ $

M 14. R1-1 stop sign and two name street sign, including square post, and 24-inch stop bar, complete in place.

EA 2 $ $

M 15. 6-inch PVC schedule 40 sleeves, complete in place, as directed by Engineer.

LF 200 $ $

Alternate No. 1: Unit M: Reinforced Concrete Pavement

Item Number

UNIT M SUBTOTAL:

A - 16

N 1. Extra cement sand, as directed by the Engineer.

CY 100 $ $

N 2. Extra Class A concrete, as directed by the Engineer.

CY 100 $ $

N 3. Placement of reinforced filter fabric fence, along back of curb, and as directed by engineer (Including

Installation, maintenance and removal).

LF 7,800 $ $

N 4. Contractor shall maintain lower stage inlet protection, stabilized construction entrance, sweep/clean adjacent streets to the project site, and sweep/clean proposed streets throughout the duration of the contract.

LS 1 $ $

N 5. Paving construction staking to be performed by

Quiddity Engineering, LLC. Staking to be performed one time only. All additional staking is at the expense of the contractor. LS 1 $ 11,500.00$ $ 11,500.00

N 6. As Built topographic survey to be performed by

Quiddity Engineering, LLC.

LS 1 $ 3,750.00$ $ 3,750.00

N 7. 14'X8'X8" concrete mailbox pad with #3 at 15" O.C.E.W.

or equal, on 2" bank sand bedding (as directed by

Engineer, location TBD), complete in place.

EA 1 $ $

N 8. 17'X8'X8" concrete mailbox pad with #3 at 15" O.C.E.W.

or equal, on 2" bank sand bedding (as directed by

Engineer, location TBD), complete in place.

EA 1 $ $

N 9. 19'X8'X8" concrete mailbox pad with #3 at 15" O.C.E.W.

or equal, on 2" bank sand bedding (as directed by

Engineer, location TBD), complete in place.

EA 1 $ $

N 10. Seeding and Stabilization of Individual Lots, Including All

Labor, Materials, and Equipment

EA 106 $ $

Description Units Qty Unit Price Total

O 1. Move-in and start-up, including performance, payment, and Maintenance bonds for 100 percent (100%) of the contract amount.

LS 1 $ $

O 2. Waller County Construction Bond – 100% of

Construction Cost for Paving and Drainage within Waller

County Future Right-of-Way, 1-Year Term.

LS 1 $ $

$UNIT O SUBTOTAL:

Item Number

UNIT N SUBTOTAL:

ALTERNATE NO. 2: Sunterra Lakes North Street Dedication Section 1 - Paving Facilities

Alternate No 2: Unit O: Mobilization & Allowances

Item Number

Alternate No. 1: Unit N: Paving Facilities Additional Items

A - 17

P 1. Roadway Excavation. Excavated material to be used for

Roadway, ROW & Lot fill. Fill material shall be spread and compacted (to 95%) as directed by Engineer. Cut behind curb and replacement of material is considered incidental. No adjustments will be made based on variance of actual quantities. Final Grading within the right-of-way is considered incidental.

CY 675 $ $

P 2. Excess Utility Excavation Material Hauling and

Placement (0–0.25 Miles). Haul excess utility excavation material outside the designated work limits and place within the tract. Material shall be spread and compacted to 95% as directed by the Engineer.

CY 780 $ $

Description Units Qty Unit Price Total

Q 1. Lime for subgrade @ (36 lbs./SY) as directed by

Engineer. Ton 104 $ $

Q 2. Fly Ash for subgrade @ (72 lbs./SY) as directed by

Engineer. Ton 209 $ $

Q 3. Manipulation, grading, and compaction of 10-inch subgrade for concrete pavement.

SY 5,805 $ $

Q 4. 7-inch reinforced concrete pavement, complete in place. SY 5,205 $ $

Q 5. 6-inch concrete curb, complete in place.

LF 2,645 $ $

Q 6. 5 foot wide "Type 12" Directional Curb Ramps Within

Radius, including 5-foot by 5-foot (4-inch thick) landing pad, complete in place, according to detail on sheet 37 of plans.

EA 4 $ $

Q 7. Remove and Dispose of existing type III barricade, complete in place.

EA 1 $ $

Q 8. Installation of type III barricade, complete in place.

EA 5 $ $

Q 9. Blue reflectorized traffic buttons at each flushing valve, as per detail, complete in place.

EA 2 $ $

Q 10. Permanent Traffic Control Devices including traffic buttons, pavement striping and marker, complete in place. LS 1 $ $

UNIT P SUBTOTAL:

Alternate No. 2: Unit Q: Reinforced Concrete Pavement

Item Number

Alternate No. 2: Unit P: Earthwork

Item Number

A - 18

Q 11. R1-1 stop sign and two name street sign, including square post, and 24-inch stop bar, complete in place.

EA 2 $ $

Q 12. W11-2 Pedestrian Crossing sign, complete in place.

EA 1 $ $

Q 13. W16-7PL Down Arrow sign, complete in place.

EA 1 $ $

Q 14. R2-1 "30" Speed Limit sign, complete in place.

EA 2 $ $

Q 15. 6-inch PVC schedule 40 sleeves, complete in place, as directed by Engineer.

LF 110 $ $

Description Units Qty Unit Price Total

R 1. Extra cement sand, as directed by the Engineer.

CY 100 $ $

R 2. Extra Class A concrete, as directed by the Engineer.

CY 100 $ $

R 3. Contractor shall maintain lower stage inlet protection, stabilized construction entrance, sweep/clean adjacent streets to the project site, and sweep/clean proposed streets throughout the duration of the contract.

LS 1 $ $

R 4. Paving construction staking to be performed by

Quiddity Engineering, LLC. Staking to be performed one time only. All additional staking is at the expense of the contractor. LS 1 $ 7,000.00$ $ 7,000.00

R 5. As Built topographic survey to be performed by

Q…