CITY OF LUBBOCK, TEXAS

CONTRACT DOCUMENTS AND SPECIFICATIONS

FOR

REESE WATERLINE EXTENSION

DESIGN CONTRACT NO.: 16835

CIP: 92709

THESE DOCUMENTS ARE FOR INTERIM REVIEW

AND ARE NOT INTENDED FOR CONSTRUCTION,

BIDDING, OR PERMIT PURPOSES.

GEORGE I. FARAH TEXAS P.E. NO. 97448

DATE: 11/01/2023

PLUMMER ASSOCIATES, INC

1001 MAIN STREET, STE 808, LUBBOCK, TX 79401

TBPE FIRM REGISTRATION NO. F-13

gfarah Snapshot

REESE WATERLINE EXTENSION

TABLE OF CONTENTS

PLUMMER ASSOCIATES, INC. Page 1 of 2 BID SET

0425-033-01 TABLE OF CONTENTS JULY 2026

DIVISION 00

00 41 00 Bid Proposal

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 26 00 Contract Modification Procedures 01 26 13 Requests for Information 01 29 00 Measurement and Payment 01 31 00 Project Management and Coordination 01 31 24 Internet Based Construction Management 01 32 00 Construction Progress Documentation 01 32 33 Photographic Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 70 00 Execution Requirements 01 73 29 Cutting and Patching 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 36 Warranties 01 78 39 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

02 41 13 Selective Demolition

DIVISION 03 – CONCRETE

03 10 00 Concrete Formwork 03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete 03 60 00 Grout

DIVISION 09 – FINISHES

09 91 00 Painting and Protective Coatings

DIVISION 31 – EARTHWORK

31 00 00 Earthwork 31 05 10 Materials 31 23 19 Dewatering 31 23 33 Excavation, Trenching, and Backfilling for Utilities 31 25 00 Erosion and Sedimentation Control 31 41 33 Excavation Support and Protection

REESE WATERLINE EXTENSION

TABLE OF CONTENTS

PLUMMER ASSOCIATES, INC. Page 2 of 2 BID SET

0425-033-01 TABLE OF CONTENTS JULY 2026

DIVISION 32 – Exterior Improvements

32 01 29 Pavement Repair and Resurfacing 32 11 23 Base for Pavements 32 13 13 Cement Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 92 13 Hydromulch Seeding

DIVISION 33 – Utilities

33 01 10.58 Disinfection Potable Water Piping and Tanks 33 05 05 Piping Systems, Field Testing 33 05 07.23 Pipe Jacking and Boring 33 05 10 Piping Systems, Basic Materials and Methods 33 05 31.13 Polyvinyl Chloride Pressure Pipe 33 14 23 Enclosures for Valve

DIVISION 34 – Transportation

34 71 00 Miscellaneous Roadway Construction

DIVISION 40 – PROCESS INTERCONNECTIONS

40 05 51 Common Requirements for Process Valves 40 05 61 Gate Valves

APPENDIX

APPENDIX A – GEOTECHNICAL ENGINEERING STUDY

APPENDIX B – TXDOT PERMITS (UTILITY CROSSINGS) [NOT INCLUDED]

APPENDIX C – SUBSURFACE UTILITY ENGINEERING REPORTS

END OF SECTION

0425-033-01

Item No.

Estimated Quantity Unit Description Unit Price Total Price

1 2,690 LF

24-Inch AWWA C-900 DR 26 PVC Waterline Installed by Open Cut per Linear Foot. $ $

2 126 LF

24-Inch AWWA C-900 DR 26 Restrained PVC Waterline Installed by Slick Bore per Linear Foot. $ $

3 30 LF

24-Inch AWWA C-900 DR 26 Restrained PVC Waterline Installed by Bore with 36-Inch Steel Casing per Linear Foot. $ $

4 8,454 LF

8-Inch AWWA C-900 DR 26 PVC Waterline Installed by Open Cut per Linear Foot. $ $

5 1,003 LF

8-Inch AWWA C-900 DR 26 Restrained PVC Waterline Installed by Slick Bore per Linear Foot. $ $

6 123 LF

8-Inch AWWA C-900 DR 26 Restrained PVC Waterline Installed by Bore with 16-Inch Steel Casing per Linear Foot. $ $

7 1,251 LF

6-Inch AWWA C-900 DR 26 PVC Waterline Installed by Open Cut per Linear Foot. $ $

8 195 LF

6-Inch AWWA C-900 DR 26 PVC Fire Hydrant Branch Installed per Linear Foot. $ $

9 12,590 LF

Development and Implementation of Trench Safety Plan per Linear Foot. $ $

10 13,677 LF Utility Location per Linear Foot. $ $

11 13,677 LF

Design, Implementation, and Management of Stormwater Pollution Prevention Plan for all Project Sections per Linear Foot. $ $

12 21 EA Long Resident Service Connections per Each. $ $

13 38 EA Short Resident Service Connections per Each. $ $

14 4 EA

Connection to Existing Waterline with 12-Inch by 8- Inch Tapping Sleeves per Each. $ $

15 1 EA

Connection to Existing Waterline with 12-Inch by 6- Inch Tapping Sleeves per Each. $ $

16 6 EA

24-Inch Gate Valve (including concrete pad, riser, valve box and cover per detail) per Each. $ $

PROJECT CIP: 92709

00 41 00 BID PROPOSAL

FOR

CITY OF LUBBOCK

REESE WATERLINE EXTENSION PROJECT

DESIGN CONTRACT NO: 16835

https://us-partner-integrations.egnyte.com/msoffice/wopi/files/ec14f084-5730-485a-a1fa-d6f954cf3d36/WOPIServiceId_TP_EGNYTE_PLUS/WOPIUserId_-/00 41 00 Bid Proposal_20260713

Item No.

Estimated Quantity Unit Description Unit Price Total Price

PROJECT CIP: 92709

00 41 00 BID PROPOSAL

FOR

CITY OF LUBBOCK

REESE WATERLINE EXTENSION PROJECT

DESIGN CONTRACT NO: 16835

17 1 EA

10-Inch Gate Valve (including concrete pad, riser, valve box and cover per detail) per Each. $ $

18 23 EA

8-Inch Gate Valve (including concrete pad, riser, valve box and cover per detail) per Each. $ $

19 15 EA

6-Inch Gate Valve (including concrete pad, riser, valve box and cover per detail) per Each. $ $

20 13 EA

Fire Hydrant Assembly (not including valve) per Each. $ $

21 2 EA Air Release Valve (2-Inch) per Each. $ $ 22 2 EA Air Release Valve (4-Inch) per Each. $ $ 23 1 EA Blowoff Valve per Each. $ $ 24 5 EA 8-Inch Plug per Each. $ $ 25 1 EA 10-Inch Plug per Each. $ $ 26 3 EA 24-Inch Plug per Each. $ $ 27 195 SY Asphalt Pavement Repair per Square Yard. $ $ 28 180 SY Gravel Pavement Repair per Square Yard. $ $ 29 31,455 SF Sodding per Square Foot. $ $ 30 6 TON Ductile Iron Fittings per Ton. $ $

31 1 LS

Design, Implementation, and Management of Traffic Control for All Project Sections per Month. $ $

32 1 LS

Mobilization for All Project Sections for the Lump Sum Cost. $ $

All bid items shall be in accordance with the Plans and Specifications.

All items shall be complete and in place.

All items shall be furnished and installed.

All items shall include materials and labor.

The work proposed to be done shall be accepted when fully complete and finished in accordance with the Plans and Specifications, to the satisfaction of the OWNER.

TOTAL BID

https://us-partner-integrations.egnyte.com/msoffice/wopi/files/ec14f084-5730-485a-a1fa-d6f954cf3d36/WOPIServiceId_TP_EGNYTE_PLUS/WOPIUserId_-/00 41 00 Bid Proposal_20260713

PLUMMER ASSOCIATES, INC. BID SET

01 11 00 - Page 1 of 6

SUMMARY OF WORK JULY 2026

SECTION 01 11 00

SUMMARY OF WORK

GENERAL

1.1 SUMMARY

This Section includes the following:

Project Identification and Contact Information.

Scope of Work.

Type of the Contract.

Work under other contracts.

Limits of subcontractor participation.

Use of premises.

Owner's occupancy requirements.

Work restrictions.

Special Formats and Conventions.

Permits.

Other professional services.

1.2 REFERENCES

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

Related Sections

Division 1 Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT IDENTIFICATION AND CONTACT INFORMATION

Project Identification: Reese Waterline Extension Project Location: City of Lubbock, Texas

OWNER(S): The waterline system is owned by the City of Lubbock OWNER’S Representative: James Dean, Civil Engineering Associate II, City of Lubbock, ENGINEER: Brian Beach, P.E., Plummer Associates, Inc., 1001 Main St, Suite 702, Lubbock, TX 79401

1.4 SCOPE OF WORK

The Work, under this Contract, consists of furnishing all labor, supervision, equipment, tools, materials, transportation, services, and related items necessary for the construction and completions, start-up and placing in service the Project described in the following paragraphs.

The Work includes, but not necessarily limited to, construction of the following new facilities:

New Waterlines of various sizes by open cut and by other than open cut.

Various valves.

Waterline crossing TxDOT Right of Way.

Various connections to existing waterlines.

Meter Box placement, pipe testing and Driveway and street repairs.

Site restoration.

The Work includes the following items:

01 11 00 - Page 2 of 6

SUMMARY OF WORK JULY 2026

Clearing as required to complete the work.

Trench safety systems, groundwater dewatering, shoring, sheet piling, and earthwork required.

Site work, including clearing, stripping, grading, excavating, backfilling, compacting, seeding, sodding, and paving.

Prior to final walk-thru the CONTRACTOR shall clean dirt and construction debris from the project site and shall clean and touch-up paint all painted items.

Other facilities and services necessary for proper execution and completion of this Project.

Testing of all systems to ensure performance in accordance with manufacturer’s design and as specified herein; perform necessary adjustment as required, reporting proper functioning to ENGINEER and OWNER.

Unless otherwise specified, CONTRACTOR shall provide the following:

Temporary facilities and controls as specified in Division 1 Section 01 50 00 “Temporary Facilities and Controls.”

Provide quality control, material testing, field-testing, and related services in accordance with Division 1 Section 01 40 00 “Quality Requirements.”

Field surveying required for support of construction operations.

Applicable permits, licenses and jurisdictional inspections, certificate of occupancy, and related work as necessary for OWNER to assume operation of facility.

1.5 TYPE OF CONTRACT

Project will be constructed under a single prime contract.

1.6 WORK UNDER OTHER CONTRACTS (NOT USED)

1.7 LIMITS OF SUBCONTRACTOR PARTICIPATION

It is the intent of these Contract Documents that a General Contractor completes the Project having the capability to perform a substantial percentage, a minimum of sixty (60) percent, of the total Project. The apparent low bidder for the Project shall submit a list of work to be performed by subcontractors and materials purchased directly by subcontractors, with their estimated dollar value for consideration. Contractors may be disqualified if more than forty

(40) percent of the total Project is to be performed by subcontractors.

1.8 USE OF PREMISES

General: CONTRACTOR shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

Limits: Confine construction operations to areas where work is permitted.

OWNER Occupancy: Allow for OWNER occupancy of Project site.

Driveways and Entrances: Keep driveways and entrances serving facilities clear and available to OWNER, OWNER'S employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

01 11 00 - Page 3 of 6

SUMMARY OF WORK JULY 2026

1.9 OWNER'S OCCUPANCY REQUIREMENTS

OWNER Occupancy of Completed Areas of Construction: OWNER reserves the right to occupy and to place and install equipment in completed areas of Project, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.

ENGINEER will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before OWNER occupancy for beneficial use.

Obtain a Certificate of Occupancy from authorities having jurisdiction before OWNER occupancy.

Before partial OWNER occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, OWNER will operate and maintain mechanical and electrical systems serving occupied portions of facilities.

On occupancy, OWNER will assume responsibility for maintenance and custodial service for occupied portions of building.

Maintain access to walkways, corridors, and other adjacent occupied or used facilities.

Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from OWNER and authorities having jurisdiction.

Provide not less than 72 hours’ notice to OWNER of activities that will affect OWNER’S operations.

1.10 WORK RESTRICTIONS

On-Site Work Hours: Work shall be generally performed at the site during normal business working hours of 7:00 a.m. to 6:00 p.m., Monday through Friday, except otherwise indicated.

Saturday Hours: 7:00 a.m. to 6:00 p.m., with written notification to OWNER 48 hours in advance.

Early Morning Hours: Contractor shall minimize early morning hours or late evening hours of work, and shall comply with local requirements of authorities having jurisdiction for restrictions on noisy work. A variance shall be obtained before proceeding with the work.

Hours for Utility Shutdowns: Tuesday through Thursday, no utility shutdown on Monday or Friday.

Work shall not be performed on Sundays or City Holidays.

City Holidays New Year’s Day – January 1 Martin Luther King Day – third Monday in January Good Friday – Friday before Easter Memorial Day – Last Monday in May Independence Day – July 4 Labor Day – First Monday in September Thanksgiving – Fourth Thursday in November Friday after Thanksgiving Christmas Eve – December 24 Christmas Day – December 25

Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by OWNER or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

Notify ENGINEER not less than two days in advance of proposed utility interruptions.

Do not proceed with utility interruptions without ENGINEER’S written permission.

01 11 00 - Page 4 of 6

SUMMARY OF WORK JULY 2026

1.11 SPECIFICATION FORMATS AND CONVENTIONS

Specification Format: The Specifications are organized into Divisions and Sections using a 50-division format and CSI "Master Format" numbering system.

Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred, as the sense requires. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by CONTRACTOR. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by CONTRACTOR or by others when so noted.

The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

Additional meaning of language used may be found in the General Conditions Article “Defined Terms and Terminology.”

1.12 PERMITS

Attention is directed to the requirements of the General Conditions regarding obtaining permits. The CONTRACTOR shall obtain and pay for all applicable permits in connection with the Work including a stormwater discharge permit. The Bid Prices shall include the costs for obtaining all required permits, as well as performing the work in accordance with the permit requirements. The fees associated with City of Lubbock permits will be waived;

however, the CONTRACTOR shall be required to obtain the permits.

1.13 OTHER PROFESSIONAL SERVICES

Other Professional Services: Engineer(s) or engineering firms which may be retained by the CONTRACTOR or his subcontractors or vendors to fulfill engineering requirements of the Project during the construction phase.

When professional engineering services are required during the course of the Project, the CONTRACTOR shall comply with the requirements of Subchapter A, Chapter 2254, Texas Government Code and shall select and award on the basis of demonstrated competence and qualifications to perform the services for a fair and reasonable price and shall not select services or award contracts on the basis of competitive bidding.

1.14 SUBSTANTIAL COMPLETION

The definition of SUBSTANTIAL COMPLETION in the General Conditions, Item 9 shall be modified to include the following.

“Substantial Completion is further defined as (i) that degree of completion of the Project’s operating facilities or systems sufficient to provide Owner the full time, uninterrupted, and continuous beneficial operation of the Work; and (ii) all required functional, performance, and acceptance or startup testing has been successfully demonstrated for all components, devices, equipment, and instrumentation, controls, 01 11 00 - Page 5 of 6

SUMMARY OF WORK JULY 2026

and any required SCADA automation to the satisfaction of Engineer in accordance with the requirements of the Specifications.

All items shall be placed into operation prior to the date specified for substantial completion and shall remain continuously on-line following the date specified for substantial completion. The components shall not have any work items remaining that require the final items to be taken out of service following substantial completion, but still may require minor miscellaneous work and adjustment which does not prevent OWNER’S use of the project for its intended purpose.

To be considered as substantially complete and ready for operation, the following requirements shall be met:

All pipes have been tested and disinfected by the Contractor.

PRODUCTS (NOT USED)

EXECUTION (NOT USED)

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0425-033-01 SUMMARY OF WORK JULY 2026

PAGE INTENTIONALLY LEFT BLANK

PLUMMER ASSOCIATES, INC. 01 26 00 - PAGE 1 OF 2 BID SET

0425-033-01 CONTRACT MODIFICATION PROCEDURES JULY 2026

SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

GENERAL

1.1 SUMMARY

This Section specifies administrative and procedural requirements for handling and processing Contract modifications.

Related Sections include the following:

Section 01 21 10 "Unit Bid Items" for procedural requirements for handling and processing unit bid items.

1.2 REFERENCES

Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 1 Specification Sections, apply to this Section.

1.3 MINOR CHANGES IN THE WORK

ENGINEER will issue Field Orders authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time.

1.4 PROPOSAL REQUESTS

OWNER-Initiated Proposal Requests (Proposed Contract Modifications (PCM)): ENGINEER will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

Proposal Requests issued by ENGINEER are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change.

Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

Include costs of labor and supervision directly attributable to the change.

Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

CONTRACTOR-Initiated Proposals (Contractor Modification Request (CMR)): If latent or unforeseen conditions require modifications to the Contract, CONTRACTOR may propose changes by submitting a request for a change to ENGINEER.

Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

PLUMMER ASSOCIATES, INC. 01 26 00 - PAGE 2 OF 2 BID SET

0425-033-01 CONTRACT MODIFICATION PROCEDURES JULY 2026

Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

Include costs of labor and supervision directly attributable to the change.

Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

Comply with requirements in Section 01 60 00 "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified.

Proposal Request Form: Use forms provided by OWNER.

1.5 UNIT BID ITEMS

Unit Bid Item Adjustment: To adjust unit bid item quantities, base each Change Order proposal on the difference between purchase amount and the unit bid item, multiplied by final measurement of work-in-place. If applicable, include reasonable unit bid item for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

Include installation costs in purchase amount only where indicated as part of the unit bid item.

If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed.

Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit bid items.

OWNER reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

Submit claims for increased costs because of a change in scope or nature of the unit bid item described in the Contract Documents, whether for the Purchase Order amount or CONTRACTOR’S handling, labor, installation, overhead, and profit. Submit claims within 21-days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. OWNER will reject claims submitted later than 21-days after such authorization.

1.6 CHANGE ORDER PROCEDURES

On OWNER’S approval of a Proposal Request, ENGINEER will issue a Change Order for signatures of OWNER and CONTRACTOR.

PRODUCTS (NOT USED)

EXECUTION

3.1 SUPPLEMENT

Forms are provided using an electronic format provided by OWNER in accordance with Section 01 31 24 “Internet-Based Construction Management.”

PLUMMER ASSOCIATES, INC. 01 26 13- PAGE 1 OF 2 BID SET

0425-033-01 REQUESTS FOR INFORMATION JULY 2026

SECTION 01 26 13

REQUESTS FOR INFORMATION

GENERAL

1.1 SUMMARY

Section Includes: Construction General Requirements not included in the General and Supplementary Conditions and in the related Sections listed below.

1.2 REFERENCES

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

Related Sections Section 01 31 00 “Project Management and Coordination” for the construction management system using the internet and electronic transfer of submittals, Requests for Information, progress reports, and other construction administration work.

Section 01 33 00 “Submittal Procedures” for the procedures for submitting Action, Informational, and Delegated-Design Submittals.

Section 01 40 00 “Quality Requirements” for the Quality Assurance and Control requirements and special inspections.

Section 01 50 00 “Temporary Facilities and Controls” for the temporary utilities and construction facilities for support, security, and protection.

Section 01 77 00 “Closeout Procedures” for the administrative and procedural requirements for Contract closeout.

Section 01 78 23 “Operation and Maintenance Data” for the emergency, operation, and maintenance manuals for products and equipment.

Section 02 41 13 “Selective Demolition” for demolition and removal of selected portions of buildings, structures, and site elements.

1.3 PROCEDURE:

Immediately on discovery of the need for interpretation or information of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified.

RFIs shall originate with CONTRACTOR. RFIs submitted by entities other than CONTRACTOR will be returned with no response.

ENGINEER may issue RFIs to clarify items as needed.

Coordinate and submit RFIs in a prompt manner so as to avoid delays in

CONTRACTOR’S work or work of subcontractors.

Content of the RFI:

Include a detailed, legible description of item needing interpretation and the following:

Project name.

Date.

Name of CONTRACTOR.

Name of ENGINEER.

RFI number, numbered sequentially.

Specification Section number and title and related paragraphs, as appropriate.

Drawing number and detail references, as appropriate.

Field dimensions and conditions, as appropriate.

Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

Contractor's signature.

PLUMMER ASSOCIATES, INC. 01 26 13- PAGE 2 OF 2 BID SET

0425-033-01 REQUESTS FOR INFORMATION JULY 2026

Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation.

ENGINEER’S Action:

ENGINEER will review each RFI, determine action required, and return it. Allow seven working days for ENGINEER’S response for each RFI. RFIs received after 1:00 p.m.

local time will be considered as received the following working day.

ENGINEER’S action may include a request for additional information, in which case ENGINEER’S time for response will start again.

ENGINEER’S action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for CONTRACTOR to submit Change Proposal.

If CONTRACTOR believes the RFI response warrants change in the Contract Time or the Contract Sum, notify ENGINEER in writing within 10 days of receipt of the RFI response.

On receipt of ENGINEER’S action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify ENGINEER within seven days if CONTRACTOR disagrees with response.

The following RFIS will be returned without action:

Requests for approval of submittals.

Requests for approval of substitutions.

Requests for coordination information already indicated in the Contract Documents.

Requests for adjustments in the Contract Time or the Contract Sum.

Requests for interpretation of ENGINEER’S actions on submittals.

Incomplete RFIs or RFIs with numerous errors.

RFI Log:

Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log weekly. Logs generated from Interned-based Construction Management software can be used for this purpose.

PRODUCTS (NOT USED)

EXECUTION (NOT USED)

PLUMMER ASSOCIATES, INC. 01 29 00 - PAGE 1 OF 6 BID PHASE

0425-033-01 MEASUREMENT AND PAYMENT JULY 2026

SECTION 01 29 00

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

The "bid price" for each and every item, as set forth in the proposal, shall include the furnishing of all labor, tools, materials, machinery, appliances, and equipment appurtenant to and necessary for the construction and completion in a first class, workmanlike manner of all work as herein specified in strict accordance with these specifications and accompanying plans. the "bid price" shall include any amount or class of excavation, backfilling, dewatering, bypass pumping, drainage, sheeting, shoring and bracing, disposal of any and all surplus materials, protection of all overhead, surface or underground structures;

removal and replacement of any poles, conduits, pipelines, appurtenances and connections, clean up, overhead expense, bond, public liability and compensation and property damage insurance, patent fees, and royalties, risk due to the elements, and profits, unless otherwise specified.

The bid price shall also include all other incidentals not specifically mentioned above that may be required to fully construct each and every item complete in place in accordance with the true intent and meaning of the specifications and accompanying plans.

The contractor shall take all measures necessary to protect existing structures, lawns, trees, shrubbery, etc., on the areas adjacent to the work which is not necessary to cut as a part of the construction, and if damaged, shall replace them in as good condition or better than previously existed at his own cost and expense without additional compensation from the owner.

The contractor shall protect and attempt to save all trees noted in the plans and as instructed by the owner without additional compensation by the owner.

Listed below are descriptions of items listed in the proposal and the manner in which payment shall be awarded for each. If there is not a specific measurement and/or payment section, paragraph or item associated with each technical specification contained in this contract document, then the following descriptions shall be used to describe measurement and payment. If there is not a bid item provided for work identified on plans or in specifications, it shall be understood to be subsidiary to construction, measurement, and payment of one of the following bid items provided below.

PART 2 - BID ITEMS

BID ITEM 1 – 24” PVC Waterline by Open Cut (Linear Foot): This bid item shall be full compensation for furnishing and installing 24-inch PVC piping by open cut, complete in place, including excavation, trenching, bedding, backfill, compaction, dewatering, disposal of surplus material, restraint, tracer wire, warning tape, jointing, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications. Measurement shall be along the centerline of the installed pipe and payment shall be made per linear foot.

BID ITEM 2 – 24” PVC Waterline by Slick Bore (Linear Foot): This bid item shall be full compensation for furnishing and installing 24-inch PVC piping by slick bore, complete in place, including bore pit excavation, PLUMMER ASSOCIATES, INC. 01 29 00 - PAGE 2 OF 6 BID PHASE boring operations, drilling fluids, carrier pipe installation, bedding, backfill, compaction, tracer wire, warning tape, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications. Measurement shall be along the centerline of the installed pipe and payment shall be made per linear foot.

BID ITEM 3 – 24” PVC Waterline by Bore in Casing (Linear Foot): This bid item shall be full compensation for furnishing and installing 24-inch PVC piping in steel casing by bore, complete in place, including bore pit excavation, boring operations, furnishing and installing casing pipe, casing spacers, end seals, carrier pipe installation, bedding, backfill, compaction, tracer wire, warning tape, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications.

Measurement shall be along the centerline of the installed carrier pipe and payment shall be made per linear foot.

BID ITEM 4 – 8” PVC Waterline by Open Cut (Linear Foot): This bid item shall be full compensation for furnishing and installing 8-inch PVC piping by open cut, complete in place, including excavation, trenching, bedding, backfill, compaction, dewatering, disposal of surplus material, restraint, tracer wire, warning tape, jointing, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications. Measurement shall be along the centerline of the installed pipe and payment shall be made per linear foot.

BID ITEM 5 – 8” PVC Waterline by Slick Bore (Linear Foot): This bid item shall be full compensation for furnishing and installing 8-inch PVC piping by slick bore, complete in place, including bore pit excavation, boring operations, carrier pipe installation, bedding, backfill, compaction, tracer wire, warning tape, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications. Measurement shall be along the centerline of the installed pipe and payment shall be made per linear foot.

BID ITEM 6 – 8” PVC Waterline by Bore in Casing (Linear Foot): This bid item shall be full compensation for furnishing and installing 8-inch PVC piping in steel casing by bore, complete in place, including bore pit excavation, boring operations, furnishing and installing casing pipe, casing spacers, end seals, carrier pipe installation, bedding, backfill, compaction, tracer wire, warning tape, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications.

Measurement shall be along the centerline of the installed carrier pipe and payment shall be made per linear foot.

BID ITEM 7 – 6” PVC Waterline by Open Cut (Linear Foot): This bid item shall be full compensation for furnishing and installing 6-inch PVC piping by open cut, complete in place, including excavation, trenching, bedding, backfill, compaction, dewatering, disposal of surplus material, restraint, tracer wire, warning tape, jointing, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications. Measurement shall be along the centerline of the installed pipe and payment shall be made per linear foot.

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BID ITEM 8 – 6” PVC Hydrant Branch (Linear Foot): This bid item shall be full compensation for furnishing and installing 6-inch PVC hydrant branch piping, complete in place, including excavation, trenching, bedding, backfill, compaction, tracer wire, warning tape, jointing, testing, disinfection, flushing, temporary support and protection of existing utilities, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications.

Measurement shall be along the centerline of the installed hydrant branch and payment shall be made per linear foot.

BID ITEM 9 – Trench Safety System (Linear Foot): This unit price bid item shall be full compensation for designing, furnishing and installing a trench safety system and shall include all geotechnical work, all shoring (including any special shoring), sheeting, bracing and any other equipment, labor, designed by a Professional Engineer licensed in the State of Texas, and inspected by competent personnel on a daily basis, and all material necessary to provide a trench safety system in accordance with the Specifications for all aspects of the project. Measurement for the trench safety system shall be measured and paid per linear foot along the centerline of the pipeline, in accordance with specifications.

BID ITEM 10 – Utility Locating (Linear Foot): This bid item shall be full compensation for furnishing all equipment and labor to locate and protect all existing utilities that will be encountered on this project in accordance with the Plans and Specifications, and the assumption of the responsibility of utility location, protection and relocation of franchise utilities (if necessary) that will be encountered on this project. This Bid Item will be measured along the centerline of all proposed pipe on the project.

BID ITEM 11 – Stormwater Pollution Prevention Plan and Implementation (Linear Foot): This bid item shall be full compensation for preparing, implementing, maintaining, modifying, and removing the Stormwater Pollution Prevention Plan (SWPPP) and all temporary erosion and sediment control measures required by the Plans, Specifications, and all applicable federal, state, and local regulations. This item shall include furnishing all labor, materials, equipment, permits, inspections, maintenance, repairs, replacements, removal of temporary controls, and all incidentals necessary to provide complete stormwater pollution prevention throughout the duration of the project. Measurement shall be made along the centerline of all proposed pipeline installed on the project, and payment shall be made at the unit price bid per linear foot.

BID ITEM 12 – Long Resident Connection (Each): This bid item shall be full compensation for furnishing all labor, materials, equipment, fittings, service tubing, corporation stops, curb stops, service boxes, excavation, boring, backfill, restoration, abandonment of existing service where required, connection to the existing and/or proposed water system, testing, disinfection, and all incidentals necessary to complete a long residential water service connection crossing the roadway, in accordance with the Plans and Specifications. Measurement and payment shall be made per each completed connection.

BID ITEM 13 – Short Resident Connection (Each): This bid item shall be full compensation for furnishing all labor, materials, equipment, fittings, service tubing, corporation stops, curb stops, service boxes, excavation, backfill, restoration, abandonment of existing service where required, connection to the existing and/or proposed water system, testing, disinfection, and all incidentals necessary to complete a short residential water service connection not requiring a roadway crossing, in accordance with the Plans and Specifications. Measurement and payment shall be made per each completed connection.

BID ITEM 14 – 12” x 8” Tapping Sleeve (Each): This bid item shall be full compensation for furnishing and installing a 12-inch by 8-inch tapping sleeve and tapping valve, complete in place, including tapping operations, excavation, backfill, restraint, testing, disinfection where applicable, restoration, and all labor, PLUMMER ASSOCIATES, INC. 01 29 00 - PAGE 4 OF 6 BID PHASE materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications. Measurement and payment shall be made per each.

BID ITEM 15 – 12” x 6” Tapping Sleeve (Each): This bid item shall be full compensation for furnishing and installing a 12-inch by 6-inch tapping sleeve and tapping valve, complete in place, including tapping operations, excavation, backfill, restraint, testing, disinfection where applicable, restoration, and all labor, materials, equipment, and incidentals necessary for a complete installation in accordance with the Plans and Specifications. Measurement and payment shall be made per each.

BID ITEM 16 – 24” Gate Valve (Each): This bid item is for furnishing and installing 24-inch gate valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 17 – 10” Gate Valve (Each): This bid item is for furnishing and installing 10-inch gate valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 18 – 8” Gate Valve (Each): This bid item is for furnishing and installing 8-inch gate valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 19 – 6” Gate Valve (Each): This bid item is for furnishing and installing 6-inch gate valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 20 – Fire Hydrant (Each): The unit price bid per fire hydrant shall be full compensation for furnishing all material and labor for installing the hydrant, as well as salvaging the existing hydrant and restoring the site with concrete sidewalk, asphalt pavement, and/or select fill and sod in order to match existing conditions. This item is measured and paid per each new hydrant.

BID ITEM 21 THROUGH 22 – 2” or 4” Air Release Valve (Each): This bid item is for furnishing and installing 2-inch or 4-inch air release valves, complete in place, including excavation, backfill, foundation, manhole, ring, and cover, air piping, isolation valve, etc., as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 23 – 8” Blowoff Valve (Each): This bid item is for furnishing and installing 8-inch blowoff valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 24 – 8” Plug Valve (Each): This bid item is for furnishing and installing 8-inch plug valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

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BID ITEM 25 – 10” Plug Valve (Each): This bid item is for furnishing and installing 10-inch plug valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 26 – 24” Plug Valve (Each): This bid item is for furnishing and installing 24-inch plug valves, complete in place, including excavation, backfill, foundation as shown in standard detail, necessary restraint, insulating gaskets, valve risers, boxes and covers, connections, and/or testing, measured and paid per each.

BID ITEM 27 – Asphalt Pavement Repair (Square Yard): This bid item shall be full compensation for furnishing materials and labor for removal and replacement of existing asphalt pavement, complete in place, as shown in the Plans and described in the specifications. The cost of subgrade preparation, compaction, formwork, tack coat, and all other necessary materials and labor for a workable installation are included in this item.

BID ITEM 28 – Gravel Driveway Repair (Square Yard): This bid item shall be full compensation for furnishing materials and labor for removal and replacement of existing gravel driveway, complete in place, as shown in the Plans and described in the specifications. The cost of subgrade preparation, compaction, formwork, and all other necessary materials and labor for a workable installation are included in this item.

BID ITEM 29 – Sodding (Square Yard): This unit price bid item includes all labor, equipment, and materials necessary to install sodding as shown on the Plans, and as directed by the OWNER. Item includes surface preparation, installation of sod, fertilizer, mulch, and soil retention blanket (if necessary, as determined by Owner), watering, and all necessary incidentals necessary for complete construction, including clean up and restoration.

BID ITEM 30 – Ductile Iron Fittings (Ton): This bid item shall be full compensation for furnishing and installing ductile iron fittings of the types and sizes shown on the Plans, including all fittings, restrained joint accessories, gaskets, bolts, coatings, wraps, joint restraint devices, excavation, backfill, testing, and all labor, materials, equipment, and incidentals necessary for complete installation in accordance with the Plans and Specifications. Measurement shall be based on the theoretical weight of the installed fittings in tons, as shown in the approved submittals or manufacturer's published data, and payment shall be made per ton.

BID ITEM 31 – Design, Implementation, and Maintenance of Traffic Control Plan (Lump Sum): The lump sum price bid item shall be full compensation for all work associated with design, implementation, permitting and maintenance of a vehicle and pedestrian traffic control plan including with coordination with affected businesses. All traffic control devices and layouts shall be in accordance with Texas Department of Transportation “Manual of Uniform Traffic Control Devices” and all Federal and State standards and regulations. The construction of temporary driveway, street crossing, and curb cuts shall be considered subsidiary to this bid item. Contractor shall maintain access to residential driveways at all times.

BID ITEM 32 – Mobilization, Bonds and Insurance (5%) (Lump Sum): This unit price item shall be full compensation for mobilization, demobilization, insurance, bonds, and overhead not to exceed 5% of the total Base Bid amount. The OWNER acknowledges the cost for these activities may exceed the allowance, but no additional payment will be made for these items. Once the Contractor is given notice to proceed, the Contractor is welcome to include this full lump sum bid item payment on the first pay request.

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PLUMMER ASSOCIATES, INC. 01 31 00 - PAGE 1 OF 4 BID SET

0425-033-01 PROJECT MANAGEMENT AND COORDINATION JULY 2026

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

GENERAL

1.1 SUMMARY

This Section includes administrative provisions for coordinating construction operations on the Project including project meetings.

1.2 RELATED DOCUMENT

Division 1 sections including but not limited to Section 01 70 00 “Execution and Requirements” and 01 78 39 “Project Record Documents.”

1.3 PROJECT COORDINATION

Construction Operations:

Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

Schedule construction operations in sequence required obtaining the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair.

Make adequate provisions to accommodate items scheduled for later installation.

Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

Administrative Procedures:

Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

Preparation of Contractor's Construction Schedule.

Preparation of the Schedule of Values.

Installation and removal of temporary facilities and controls.

Delivery and processing of submittals.

Progress meetings.

Project closeout activities.

Startup and adjustment of systems.

1.4 PROJECT MEETINGS

Resident Project Representative

The Resident Project Representative (RPR) will schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting.

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Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned within 7 days of the meeting.

Preconstruction Conference:

ENGINEER will schedule a preconstruction conference before starting construction, at a time convenient to OWNER, ENGINEER, and CONTRACTOR, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments.

Attendees: Authorized representatives of OWNER, ENGINEER, and their consultants; CONTRACTOR and its superintendent; major subcontractors;

suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

Minutes: ENGINEER will record and distribute meeting minutes.

Pre-inst…