WATERLINE CHANGE OUT PHASE 7

TECHNICAL SPECIFICATIONS

MARCH, 2026

Capital Improvement Projects Seal Sheet March 4, 2026

Seal Sheet

Capital Improvement Projects Table of Contents - 3 March 4, 2026

TABLE OF CONTENTS

CITY OF LUBBOCK

Waterline Change Out Phase 7

DIVISION 01 GENERAL REQUIREMENTS

SECTION 01 11 00 SUMMARY OF WORK

SECTION 01 14 00 WORK RESTRICTIONS

SECTION 01 22 00 MEASUREMENT AND PAYMENT

SECTION 01 26 63 CHANGE ORDER

SECTION 01 29 00 PAYMENT PROCEDURES

SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULES

SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 40 00 QUALITY REQUIREMENTS

SECTION 01 45 29 TESTING LABORATORY SERVICES

SECTION 01 56 23 BARRICADES, SIGNS, AND TRAFFIC HANDLING

SECTION 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTION 01 77 00 CONTRACT CLOSEOUT

DIVISION 02 EXISTING CONDITIONS

SECTION 02 40 00 DEMOLITION AND STRUCTURE MOVING

SECTION 02 41 13.13 PAVING REMOVAL

SECTION 02 42 00 REMOVAL AND DIVERSION OF CONSTRUCTION MATERIALS

SECTION 02 83 33.13 LEAD-BASED PAINT REMOVAL AND DISPOSAL

DIVISION 03 CONCRETE

SECTION 03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 09 FINISHES

SECTION 09 96 00 HIGH PERFORMANCE COATINGS

SECTION 09 97 13 COATING FOR REHABILITATING STEELWATER TANK STRUCTURE

DIVISION 26 ELETRICAL

SECTION 26 05 33.13 CONDUIT FOR ELECTRICAL SYSTEMS

DIVISION 31 EARTHWORK

SECTION 31 00 00 EARTHWORK

SECTION 31 23 00 EXCAVATION AND BACKFILL FOR UTILITIES

SECTION 31 23 19 DEWATERING

SECTION 31 23 23.13 BACKFILL

SECTION 31 25 24.03 TIED CONCRETE BLOCK EROSION CONTROL MATS

SECTION 31 50 00 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 EXTERIOR IMPROVEMENTS

SECTION 32 92 00 TURF AND GRASSES

DIVISION 33 UTILITIES

SECTION 33 01 30.82 EPXOY LINING FOR CONCRETE MANHOLES

SECTION 33 05 07 TRENCHLESS INSTALLATION OF UTILITY PIPING

SECTION 33 05 24.23 STEEL PIPE FOR WATER SERVICE

SECTION 33 14 23.05 STEEL CASING

SECTION 33 05 36 FIBERGLASS-REINFORCE PLASTIC UTILITY PIPE

SECTION 33 05 39.41 REINFORCED CONCRETE PIPE FOR SEWERS AND CULVERTS

SECTION 33 05 60 FRAMES, GRATES, RINGS, AND COVERS

SECTION 33 05 61 CONCRETE MANHOLES

SECTION 33 05 63 CONCRETE VAULTS AND CHAMBERS

SECTION 33 05 76 FIBERGLASS MANHOLES

Capital Improvement Projects Table of Contents - 4 March 4, 2026

SECTION 33 08 40 COMMISSIONING OF STORMWATER UTILITIES

SECTION 33 14 00 WATER UTILITY TRANSMISSION AND DISTRIBUTION

SECTION 33 31 00 SANITARY SEWERAGE PIPING

SECTION 33 31 00.13 SANITARY SEWERAGE PIPING CONSTRUCTION

SECTION 33 32 11.13 BYPASS PUMPING OF EXISTING SANITARY SEWERS

SECTION 33 42 00 STORMWATER CONVEYANCE

DIVISION 40 PROCESS INTERCONNECTIONS

SECTION 40 05 67.36 PRESSURE-REGULATING VALVES

SECTION 40 05 76.23 LINE STOPS

Capital Improvement Projects 5 March 4, 2026

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Capital Improvement ProjectsDivision 01 General Requirements - 6 March 4, 2026

DIVISION 01 GENERAL REQUIREMENTS

Capital Improvement ProjectsDivision 01 General Requirements - 7 March 4, 2026

Capital Improvement Projects Section 01 11 00 - 8 March 4, 2026

SECTION 01 11 00 SUMMARY OF WORK

1. GENERAL

1.1. SUMMARY

A. This section covers the description of the Work to be completed under these

Specifications.

B. The OWNER is the City of Lubbock.

1) Owner’s Representative:

John Turpin, P.E.

City Engineer/Division Director of Engineering City of Lubbock O: (806) 775-2393

2) Project Manager:

Chad Greene Associate Civil Engineer City of Lubbock O: (806) 775-2339

C. Section includes:

1) Definitions

2) Project descriptions

3) Permits and licenses

4) Access to site

5) Contractor’s use of the premises

6) Project schedule

7) Security Procedures

8) Coordination requirements

9) Pre-construction meetings

10) Warranty

1.2. DEFINITIONS

A. Furnish: To supply products to the project site, including delivering ready for unloading and replacing damaged and rejected products.

B. Install: To put products in place in the work ready for the intended use, including unloading, unpacking, handling, storing, assembling, installing, erecting, placing, applying, anchoring, working, finishing, curing, protecting, cleaning, and similar operations.

C. Provide: To furnish and install products.

D. Indicated: Shown, noted, scheduled, specified, or drawn, somewhere in the contract documents.

1.3. PROJECT DESCRIPTION

A. The purpose of this project is to replace and improve aging water infrastructure in alleys and under the canyon lakes area in Lubbock, Texas.

B. Major work items are:

1) Furnish and install 12” C-900 DR-18 or HDPE DR11 waterlines, reducers, gate valves, and fittings installed by trench, above ground pipe, or bore.

Capital Improvement Projects Section 01 11 00 - 9 March 4, 2026

2) Furnish and install new air/vacuum relief valves.

3) Furnish and install 6” water lines in alleys and streets.

4) Install services taps and connect to existing services lines.

5) Repair streets, ditches and driveway approaches to prior conditions as required.

C. The Contractor shall furnish all labor, equipment, and materials required for the complete construction of the work as shown on the drawings and specified herein.

D. All work shall be performed in accordance with the most recent City of Lubbock

Design Standards for Water and Sanitary Sewer construction.

E. A maximum of 500 feet of trench open at a time.

1.4. Work shall also include restoration or replacement of all removed or damaged pavement, curb, sidewalk, gutter, shrubbery, fence, sod or other disturbed surfaces or structures in a condition equal to that before the work began to the satisfaction of the Engineer.

1.5. PERMITS AND LICENSES

A. Contractor shall provide qualifications to the Owner upon request to display evidence of competency and authority to perform required work.

B. Contractor shall be responsible for obtaining all required permits.

C. Contractor shall submit copies of all permits, licenses, and similar permissions obtained, and receipts for fees paid, to the Owner.

1.6. ACCESS TO SITES

A. Contractor shall limit access to the site to authorized personnel only.

B. Contractor shall adequately barricaded open excavations and construction material and equipment as to prevent unauthorized personnel from accessing.

C. The Owner shall locate and designate all manhole access points open and accessible for the work, and provide rights of access to these points.

D. Contractor shall coordinate with the City Solid Waste Services to maintain trash pickup schedules when working with in the alley right of way.

1.7. CONTRACTOR’S USE OF THE PREMISES

A. The space available to the Contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the project, is restricted to the area shown on the site plan of the contract drawings unless the Contractor makes arrangements to use additional space with the Owner.

B. The contractor shall ensure that any disturbed area is left in a condition equal to or better condition before finishing construction in the area.

1.8. PROJECT SCHEDULE

A. The Work summarized above shall be substantially completed within the contracted amount of calendar days from the date of the Notice to Proceed.

B. There will be a $500 per day liquidated damages for each day that exceeds the contract day limit.

Capital Improvement Projects Section 01 11 00 - 10 March 4, 2026

C. Within five (5) business days after the date of the Substantial Completion Certificate, the Engineer shall issue a Final Punch List of items to be corrected prior to Final Completion.

D. Punch list items shall be complete within 30 calendar days from the date of the Final Punch List. There shall be $200 per day liquidated damages assessed for each day that exceeds the 30-day limit.

2. PRODUCTS

Not used.

3. EXECUTION

3.1. SECURITY PROCEDURES

A. Contractor shall limit access to the site to persons involved in the work.

B. Contractor shall provide secure storage for materials for which the owner has made payments and which are stored on site.

C. Contractor shall secure completed work as required to prevent loss or damage.

D. Contractor shall secure sites by means of fencing, security guards, or other means to prevent damage, theft, safety hazards, or other problems on the site.

E. The use of security personnel shall be cleared with the Owner.

3.2. COORDINATION REQUIREMENTS

A. Contractor shall inform the Owner when coordination of the work is required.

B. If necessary, inform each party involved, in writing, of procedures required for coordination; include requirements for giving notice, submitting reports, and attending meetings.

C. Coordinate shop drawings prepared by separate entities.

D. Show installation sequence when necessary for proper installation.

3.3. PRE-CONSTRUCTION MEETING

A. A pre-construction meeting will be held at City Hall within ten (10) days of the date of Notice to Proceed and prior to any construction taking place.

3.4. WARRANTY

A. Contractor shall warrant 100% of the project for one (1) year after the date of substantial acceptance of the work.

B. On the eleventh (11) month from the date of final acceptance, an Owner’s representative will schedule an inspection with the presence of the Contractor to inspect for defects and assessment of the work performed.

C. Any work that is considered defective by the Owner’s representative will be repaired.

D. The Contractor shall remedy any defects in workmanship, and pay for any and all damages of any nature whatsoever resulting in defects at no cost to the Owner.

END OF SECTION

Capital Improvement Projects Section 01 11 00 - 11 March 4, 2026

Capital Improvement Projects Section 01 14 00 - 12 March 4, 2026

SECTION 01 14 00 WORK RESTRICTIONS

1. GENERAL

1.1. SUMMARY

A. Section Includes:

1) Use of Premises

2) Special Scheduling Requirements

3) Working Period

4) Utility Cutovers and Interruptions

5) Noise Restrictions

6) Advance Notice

7) Water for Construction

8) Work Area Limits

1.2. USE OF PREMISES

A. Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated.

B. Confine construction operations to within the limits of Right of Way, Alley

Easements and Manhole locations, as shown on plans.

C. Keep driveways and entrances serving premises clear and available to tenants, residents and emergency vehicles at all times, except when construction is immediately at that vicinity. Do not use these areas for parking or storage of materials.

D. Schedule construction to minimize obstruction of driveways and entrances.

1.3. SPECIAL SCHEDULING REQUIREMENTS

A. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the Work.

B. Permission to interrupt utility service shall be requested in writing a minimum of fourteen (14) calendar days prior to the desired date of interruption.

1.4. WORKING PERIOD

A. Regular working hours shall be within an eleven (11) hour period between 7:00 a.m.

and 6:00 p.m., Monday through Friday, and an eight (8) hour period between 9:00 a.m. and 5:00 p.m. on Saturday.

1) Saturday work shall be restricted to those activities that do not require observation by the Owner.

2) The Owner reserves the right, at the Owner’s discretion, to disallow work when it interferes with holiday times and traffic.

B. No work shall be performed on the following holiday periods or days:

1) New Year’s Day

2) Good Friday Holiday

3) Memorial Day Holiday

4) Independence Day Holiday

5) Labor Day Holiday

Capital Improvement Projects Section 01 14 00 - 13 March 4, 2026

6) Thanksgiving Day Holiday plus the day before and the three days following Thanksgiving Day.

7) Christmas Week. If Christmas Day falls on Saturday, this will be defined as the week leading to Christmas Day. If Christmas Day falls on Sunday, this will be defined as the week following Christmas Day plus the Friday and Saturday prior to Christmas Day.

C. Work outside regular working hours requires Owner’s approval.

1) Make application twenty-one (21) calendar days prior to such work to allow arrangements to be made by the Owner for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title.

2) Based on the justification provided, the Owner may approve work outside regular hours.

3) During periods of darkness, the different parts of the Work shall be lighted in a manner approved by the Owner. Lighting shall be such that it does not cause nuisance conditions.

D. The Drawings contain specific requirements that affect certain areas of the Work.

1.5. UTILITY CUTOVERS AND INTERRUPTIONS

A. Sanitary sewer flow shall not be interrupted upstream of the Work. Bypass pumping of sanitary sewer flow upstream of the Work shall be the responsibility of the Contractor.

B. Water service connections shall be re-connected in a timely manner following installation of the new water pipe.

1.6. NOISE RESTRICTIONS

A. 75 dB limit at face of nearest structure during normal daylight hours.

B. 65 dB limit at face of nearest structure during evening and nighttime hours in or near residential areas and for 24-hour working conditions that have received Owner approval. Evening and nighttime hours shall be defined as 6:00 p.m. to 7:00 a.m.

C. The Contractor shall keep on-site a hand portable sound measurement device for both the Owner’s and the Contractor’s use for measuring noise levels.

1.7. ADVANCE NOTICE

A. The Contractor shall provide a minimum of five (5) days advance written notice of construction to businesses and residences along the construction route.

B. The advance written notice shall be in the form of a single page flyer to be placed by hand by the Contractor’s forces in mailboxes, door handles, or handed to applicable individuals at each route building.

C. The text for the advance written notice will be approved by the Owner.

D. Reproduction shall be at the Contractor’s expense.

E. Distribution shall be at the Contractor’s expense.

F. Single page flyers shall be of a paper or post card color other than white to direct the recipient’s attention to the information.

Capital Improvement Projects Section 01 14 00 - 14 March 4, 2026

G. The text shall contain the anticipated beginning date of inconvenience to the recipient and the anticipated duration of that inconvenience.

H. The dates shall encompass the duration of driveway inconveniences and potential noise to the recipients on a single city block (i.e., the dates and durations shall reflect the time that the city block of interest will be affected by non-trafficability).

1.8. WATER FOR CONSTRUCTION

A. Obtaining water for construction is the Contractor’s sole responsibility.

B. Water is available from the potable water system of the City of Lubbock for construction purposes.

1) The Contractor is responsible for all charges and arrangements for water consumption from the potable water system.

2) The Contractor shall make such arrangements directly with the City of

Lubbock Water Utilities Department.

3) The City will furnish potable water free of charge for the construction work.

4) The Contractor is responsible for any required metering and hauling.

C. Water from park area lakes shall not be used for construction.

D. This section does not preclude the Contractor from seeking other water sources for use in construction. Such water resources shall meet the purity requirements for the intended use. Such arrangements for water from other sources are the responsibility of the Contractor.

2. PRODUCTS

Not used.

3. EXECUTION

3.1. WORK AREA LIMITS

A. Prior to any construction, the Contractor shall mark the areas that need not be disturbed under this contract.

B. Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced.

C. Monuments and markers shall be protected before construction operations commence.

D. Where construction operations are to be conducted during darkness, the markers shall be visible at all times.

E. The Contractor’s personnel shall be knowledgeable of the purpose for marking and/or protecting particular objects.

Capital Improvement Projects Section 01 22 00 - 15 March 4, 2026

SECTION 01 22 00 MEASUREMENT AND PAYMENT

1. GENERAL

SCOPE

The following sections shall be used to define measurements and payments for this project. The unit price bid on each item as stated in the bid proposal shall include furnishing all labor, superintendence, machinery, equipment, and materials except as otherwise specified, necessary or incidental to complete the various items of work in accordance with the plans and specifications. Cost of work or materials shown on the plans or called for in the specifications and on which no separate payment is made shall be included in the bid prices on the various pay items.

Payment will not be made for any item that is not complete, including all associated incidental work. Only those items indicated on bid documents and plan sheets will be included for construction and payment.

1.1. MOBILIZATION

A. The cost for mobilization shall be limited to no more than 10% of the Contract amount for construction items (materials and labor) bid for this project.

Mobilization shall include costs associated with move-in related equipment and labor, bid bond, performance and construction bonds and insurance related for this project. This item will also include costs for all construction staking needs and costs of as-builts surveys, including stations and elevations. This would include the establishment and removal of offices, plants and facilities, movement of personnel, equipment, and supplies to and from the project or the vicinity of the project site to begin work or complete work on Contract Items. This Item will be measured by the lump sum as the work progresses.

1.2. TRAFFIC CONTROL

A. A traffic control plan must be maintained for the duration of the project. This includes designing and submitting for approval a traffic control plan as well as any coordination with adjacent property tenants regarding any changes that may impact operations, parking, and other incidental tasks. The unit price bid shall include furnishing and placing all materials and signage necessary to implement the approved traffic control plan provided. Contractor shall submit the approved TCP with the first pay application.

1.3. TRENCH SAFETY

A. Trench safety must be maintained for the duration of the project. This includes supplying and placing trench safety equipment as required. Trench safety will be paid, by the linear foot, of trench constructed that necessitated trench safety. The unit price bid shall include furnishing and placing all materials and signage necessary to implement trench safety to City of Lubbock standards.

Capital Improvement Projects Section 01 22 00 - 16 March 4, 2026

1.4. FURNISH AND INSTALL 6" PVC C-900 DR18 PVC WATER PIPE IN OPEN CUT

TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe installed.

The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards

1.5. FURNISH AND INSTALL 6” GATE VALVE AND BOX

A. Measurement will be paid for at the unit bid price per each gate valve installed. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.6. FURNISH AND INSTALL 12” GATE VALVE AND BOX

A. Measurement will be paid for at the unit bid price per each gate valve installed. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.7. FURNISH AND INSTALL 2” COMBINATION RELIEF VALVE (AIR/VACUUM) IN

60” MANHOLE

A. Payment for combination valves will be made for each combination valves installed.

The unit price bid shall include furnishing and installing all materials, fittings and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.8. FURNISH AND INSTALL 2” AIR RELIEF VALVE IN 60” MANHOLE

A. Payment for air relief valves will be made for each air relief valve installed. The unit price bid shall include furnishing and installing all materials, fittings and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards

1.9. TIE IN TO EXISTING 4” WATER LINE

A. Payment for existing water line tie ins will be made on a size and number of water lines tied in installed, basis. The unit price bid shall include furnishing and installing all materials and fittings and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.10. TIE IN TO EXISTING 6” WATER LINE

A. Payment for existing water line tie ins will be made on a size and number of water lines tied in installed, basis. The unit price bid shall include furnishing and installing all materials and fittings and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.11. CUT, PLUG, AND ABANDON EXISTING 2” WATER LINE

Capital Improvement Projects Section 01 22 00 - 17 March 4, 2026

A. Measurement will be paid for at the unit bid price per waterline plugged and abandoned. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.12. CUT, PLUG, AND ABANDON EXISTING 3” WATER LINE

A. Measurement will be paid for at the unit bid price per waterline plugged and abandoned. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.13. CUT, PLUG, AND ABANDON EXISTING 4” WATER LINE

A. Measurement will be paid for at the unit bid price per waterline plugged and abandoned. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.14. CUT, PLUG, AND ABANDON EXISTING 6” WATER LINE

A. Measurement will be paid for at the unit bid price per waterline plugged and abandoned. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.15. FURNISH AND INSTALL 8”X6” TAPPING SLEEVE AND VALVE

A. Payment for tapping sleeves and valves will be made for each tapping sleeves and valves installed. The unit price bid shall include furnishing and installing all materials, fittings and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.16. FURNISH AND INSTALL 12”X6” TAPPING SLEEVE AND VALVE

A. Payment for tapping sleeves and valves will be made for each tapping sleeves and valves installed. The unit price bid shall include furnishing and installing all materials, fittings and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.17. FURNISH AND INSTALL 12”X10” TAPPING SLEEVE AND VALVE

A. Payment for tapping sleeves and valves will be made for each tapping sleeves and valves installed. The unit price bid shall include furnishing and installing all materials, fittings and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.18. FURNISH AND INSTALL FIRE HYDRANT AND RECONNECT

A. Payment for the installation of fire hydrant will be made on number of fire hydrants installed. The unit price bid shall include furnishing and installing all materials, Capital Improvement Projects Section 01 22 00 - 18 March 4, 2026 fittings, and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.19. REMOVE AND SALVAGE EXISTING FIRE HYDRANT

A. Payment for the installation of fire hydrant will be made on number of fire hydrants removed. The unit price bid shall include removal all materials, fittings, and any excavation, backfilling and all incidentals necessary to complete the work to City of Lubbock standards.

1.20. FURNISH AND RECONNECT ¾” - 2” SERVICE LINES

A. Measurement will be paid for at the unit bid price per each service lines reconnected. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.21. FURNISH AND INSTALL CONCRETE RESTRAINT BLOCK

A. Measurement will be paid for at the unit bid price per cubic yard installed. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.22. FLOWABLE BACKFILL AS APPROVED

A. Measurement of flowfill will be the volume, in cubic yards, of flowfill used.

Payment will be made at the unit price bid per cubic yard. The unit price bid shall include furnishing and installing all flowfill requisites including labor and forms/trenching according to City of Lubbock standards, compaction, testing and all incidentals necessary to complete the work.

1.23. SAW CUT AND REMOVE EXISTING ASPHALT PAVING

A. Measurement will be made of the area, in square yards, of existing pavement structure asphalt actually removed. Existing pavement structure will be considered all layers of material between existing roadway surface and top of existing subgrade. Payment will be made at the unit price bid per square yard of existing asphalt pavement structure removed. The Contractor shall ensure that the Owner has the opportunity to measure the square yards of pavement surface prior to removal. If pavement surface is removed without measurement by the Owner, no payment will be made for that removal. The unit price bid shall include sawing, separating for salvage, legal disposal, labor and equipment, and any incidental asphalt paving repair.

1.24. REPAIR ASPHALT PAVING

A. Measurement will be made of the area, in square yards, of existing pavement structure asphalt actually repaired. Payment will be made at the unit price bid per square yard of asphalt pavement structure repaired. The unit price bid shall include

Capital Improvement Projects Section 01 22 00 - 19 March 4, 2026 furnishing and installing all materials, excavation, filling, backfilling, compaction, labor and equipment, and any incidentals necessary to complete the work.

1.25. SAW CUT AND REMOVE EXISTING CONCRETE ALLEY, SIDEWALK, CURB

AND GUTTER

A. Measurement will be made of the area, in square yards, of existing concrete pavement, valley gutters, foundations, sidewalks, driveways, curb and gutter and other appurtenances actually removed. Existing concrete pavement and valley gutters will be considered all layers of material between existing roadway surface and top of existing subgrade. Payment will be made at the unit price bid per square yard of concrete removed. The contractor shall ensure that the Owner has the opportunity to measure the square yards of concrete prior to removal. If concrete is removed without measurement by the Owner, no payment will be made for that removal.

1.26. REPAIR CONCRETE ALLEY, SIDEWALK, CURB AND GUTTER

A. Measurement will be made of the area, in square yards, of concrete repairs actually constructed. Concrete repairs will be paid for at the unit price bid per square yard.

The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming, finishing, jointing, utility valve adjustments and all incidentals necessary to complete the work.

1.27. FURNISH AND INSTALL 12" PVC C-900 DR18 PVC WATER PIPE IN OPEN CUT

TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe installed.

The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.28. FURNISH AND INSTALL 12" HDPE DR11 WATER PIPE IN OPEN CUT TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe and casing installed. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.29. FURNISH AND INSTALL 12" HDPE DR11 WATER PIPE IN 24” STEEL CASING

IN OPEN CUT TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe and casing installed. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.30. FURNISH AND INSTALL 12" HDPE DR11 WATER PIPE IN 24” ANTI-GRAFFITI

COATED STEEL PER PLAN AS AERIAL PIPE

Capital Improvement Projects Section 01 22 00 - 20 March 4, 2026

A. Measurement will be paid for at the unit bid price per linear foot of pipe installed.

The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.31. FURNISH AND INSTALL 12" CERTA-LOCK OR FUSIBLE C-900 DR18 PVC

WATER PIPE IN OTHER THAN OPEN CUT TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe installed by methods other than open cut. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.32. FURNISH AND INSTALL 12" HDPE DR11 WATER PIPE IN OPEN CUT TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe installed.

The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.33. FURNISH AND INSTALL 12" HDPE DR11 WATER PIPE IN 24” STEEL CASING

IN OPEN CUT TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe and casing installed. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

1.34. FURNISH AND INSTALL 12" HDPE DR11 WATER PIPE IN 24” ANTI-GRAFFITI

COATED STEEL PER PLAN AS AERIAL PIPE

A. Measurement will be paid for at the unit bid price per linear foot of pipe installed.

The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards. Anti-graffiti coating on the steel casing shall meet specification section 09 96 00 High Performance Coatings.

1.35. FURNISH AND INSTALL 12” HDPE DR11 WATER PIPE IN OTHER THAN OPEN

CUT TRENCH

A. Measurement will be paid for at the unit bid price per linear foot of pipe installed by methods other than open cut. The unit price bid shall include furnishing and installing all materials, fittings, excavation, filling, backfilling, and all incidentals necessary to complete the work to City of Lubbock standards.

2. PRODUCTS

Not used.

3. EXECUTION

Not used.

Capital Improvement Projects Section 01 22 00 - 21 March 4, 2026

Capital Improvement Projects Section 01 26 63 - 22 March 4, 2026

SECTION 01 26 63 CHANGE ORDER

1. GENERAL

1.1. SUMMARY

A. This section covers the procedures to be followed for a change in Contract price or time.

B. Section Includes:

1) Submittals

2) Documentation Of Change In Contract Sum/Price And Contract Time

3) Change Procedures

4) Construction Change Authorization

5) Stipulated Price Change Order

6) Unit Price Change Order

7) Time And Material Change Order

8) Execution Of Change Orders

9) Correlation Of Contractor Submittals

1.2. SUBMITTALS

A. Submit the name of the individual authorized to receive change documents, and be responsible for informing others in Contractor’s employ or Subcontractors of changes to the Work.

B. Change Order Forms.

1.3. DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT

TIME

A. Contractor shall maintain detailed records of work done on a time and material basis.

B. Provide full information required for evaluation of proposed changes and to substantiate costs of changes in the Work.

C. Document each quotation for a change in a cost or time with sufficient data to allow evaluation of the quotation.

D. On request, provide additional data to support computations, including but not limited to:

1) Quantities of products, labor, and equipment.

2) Taxes, insurance, and bonds.

3) Overhead and profit.

4) Justification for any change in Contract Time.

5) Credit for deletions from Contract, similarly documented.

E. Support each claim for additional costs, and for work done on a time and material basis, with additional information:

1) Origin and date of claim

2) Dates and times work was performed, and by whom.

3) Time records and wage rates paid.

4) Invoices and receipts for products, equipment, and subcontracts, similarly documented.

1.4. CHANGE PROCEDURES

Capital Improvement Projects Section 01 26 63 - 23 March 4, 2026

A. Changes to Contract Sum/Price or Contract Time can only be made by issuance of an official Construction Change Authorization or Contract Change Order.

Discussions in the field or by phone or email, without proper documentation, do not authorize Contractor to perform tasks outside the scope of Work. Changes must be authorized as described in this Section.

B. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by the Contract by issuing supplemental instructions by letter.

C. The Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications. The Contractor shall prepare and submit an estimate within seven (7) days, or as specified in the Proposal Request. Estimate shall include the proposed change’s full effect on the Work and the effect on the Contract Sum/Price and Contract Time, with full documentation and a statement describing the effect on Work by separate or other contractors.

D. The Contractor may request clarification of Drawings, Specifications, or Contract documents or other information by submitting a Request for Information to the Engineer. Engineer may request a Proposal Request in response to a Request for Information.

1.5. CONSTRUCTION CHANGE AUTHORIZATION

A. The Engineer may issue a document, signed by the Owner, instructing the

Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

B. The document will describe changes in the Work, and will designate the method of determining any change in Contract Sum/Price or Contract Time.

C. The Contractor shall promptly execute the change in the Work.

1.6. STIPULATED PRICE CHANGE ORDER

A. Based on accepted Proposal Request.

1.7. UNIT PRICE CHANGE ORDER

A. For pre-determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis.

B. For unit costs or quantities of units of work which are not pre-determined, execute Work under a Construction Change Authorization.

C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order.

1.8. TIME AND MATERIAL CHANGE ORDER

A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

B. The Engineer will determine the change allowable in Contract Sum/Price and

Contract Time as provided in the Contract Documents.

C. Maintain detailed records of work done on Time and Material basis.

D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.

1.9. EXECUTION OF CHANGE ORDERS

Capital Improvement Projects Section 01 26 63 - 24 March 4, 2026

A. The Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.10. CORRELATION OF CONTRACTOR SUBMITTALS

A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum/Price.

B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust time for other items of work affected by the change, and resubmit.

C. Promptly enter changes in Project Record Documents

2. PRODUCTS

Not used.

3. EXECUTION

Capital Improvement Projects Section 01 29 00 - 25 March 4, 2026

SECTION 01 29 00 PAYMENT PROCEDURES

1. GENERAL

1.1. RELATED DOCUMENTS

A. Drawings, Construction Contract Clauses, Supplementary Conditions and

Division 1 - General Requirements apply to work of this section.

1.2. SECTION INCLUDES

A. Procedures for preparation and submittal of Applications for Payment.

1) Format

2) Preparation of Applications

3) Payment Retainage

1.3. RELATED SECTIONS

A. Agreement: Contract Sum/Price and unit prices B. General Conditions: Progress Payments and Final Payment.

C. Section 01 22 00 – Measurement and Payment.

D. Section 01 26 63 - Change Order Procedures: Procedures for changes to the Work.

E. Section 01 33 00 - Submittal Procedures.

F. Section 01 77 00 - Contract Closeout.

1.4. FORMAT

A. EJCDC No. 1910-8-E - Application for Payment including continuation sheets when required, or Owner forms, or Owner-approved form of the Contractor.

B. For each item, provide a column for listing: Item Number; Description of work;

Scheduled Value, Previous Applications; Work in Place; Authorized Change Orders; Total Completed; Percentage of Completion; Balance to Finish; and Retainage.

1.5. PREPARATION OF APPLICATIONS (Schedule of Values)

A. Present required information in typewritten form or computer generated Excel

Spreadsheet.

B. Execute certification by signature of authorized officer.

C. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

D. List each authorized Change Order as an extension on continuation sheet, listing

Change Order number and dollar amount as for an original item of Work.

E. Prepare Application for Final Payment as specified in Section 01 77 00.

1.6. SUBMITTAL PROCEDURES

A. Submit two (2) copies of each Application for Payment.

B. Submit an updated construction schedule, materials received, and manifest with each Application for Payment. Payment will not be made until an up-to-date schedule is received.

C. Payment Period: Monthly, submit application for payment on or about the 10th day of each month.

D. Submit the following along with the application for final payment.

1) The documentation for the completed project

Capital Improvement Projects Section 01 29 00 - 26 March 4, 2026

2) Signed affidavit from a Notary Public that all claims on this job have been settled and that all bills owed by the Contractor for the project including materials and labor have been paid.

3) One (1) year Contractor Warranty for work performed, signed and sealed by a Notary Public.

1.7. SUBSTANTIATING DATA

A. When Engineer requires substantiating information, submit data justifying dollar amounts in question.

B. Provide one copy of data with cover letter for each copy of submittal. Show

Application number and date, and line item by number and description.

2. PRODUCTS

Not used.

3. EXECUTION

Capital Improvement Projects Section 01 31 00 - 27 March 4, 2026

SECTION 01 31 00 PROJECT MANAGEMENT AND

COORDINATION

1. GENERAL

1.1. SUMMARY

A. Section Includes:

1) Coordination

2) Field Engineering

3) Pre-Construction Meeting

4) Progress Meetings

1.2. COORDINATION

A. Coordinate scheduling, submittals, and Work of the various Sections of the Project to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial Completion.

C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner’s activities.

1.3. FIELD ENGINEERING

A. Locate and protect survey control and reference points.

B. Verify set-backs and easements; confirm drawing dimensions, and elevations.

C. Provide field engineering services.

D. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

E. Submit a copy of registered site drawing and certificate signed by Land Surveyor that the elevations and locations of the Work are in conformance with the Contract Documents.

1.4. PRE-CONSTRUCTION MEETING

A. Schedule meeting within ten (10) days of date of Notice to Proceed.

B. Procedures and processing of field decisions, submittals, and substitutions, applications for payments, RFIs, proposal request, Change Orders and Contract closeout procedures.

C. Tentative agenda:

1) Use of premises by Owner and Contractor.

2) Distribution of executed Contract Documents.

3) Submission of list of Subcontractors, list of products and progress schedule.

4) Designation of personnel representing the parties in Contract and the Engineer.

5) Owner’s requirements.

6) Construction facilities and controls provided by Owner.

7) Survey and layout.

8) Security and housekeeping procedures.

9) Schedules.

10) Procedures for testing.

11) Procedures for maintaining record documents.

Capital Improvement Projects Section 01 31 00 - 28 March 4, 2026

12) Inspection and acceptance of products put into service during construction period.

D. Record minutes and distribute copies within five (5) days after meeting to Engineer, participants, and those affected by decisions made.

1.5. PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at minimum monthly intervals.

B. Make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Engineer, as appropriate to agenda topics for each meeting.

D. Tentative agenda:

1) Review minutes of previous meetings.

2) Review of Work progress.

3) Field observations, problems, and decisions.

4) Identification of problems which impede planned progress.

5) Review of submittals schedule and status of submittals.

6) Review of off-site fabrication and delivery schedules.

7) Maintenance of progress schedule.

8) Corrective measures to regain projected schedules.

9) Planned progress during succeeding work period.

10) Coordination of projected progress.

11) Maintenance of quality and work standards.

12) Effect of proposed changes on progress schedule and coordination.

13) Other business related to Work

E. Record minutes and distribute copies within five (5) days after meeting to Engineer, participants, and those affected by decisions made.

2. PRODUCTS

Not used.

3. EXCUTION

Capital Improvement Projects Section 01 32 16 - 29 March 4, 2026

SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULES

1. GENERAL

1.1. SUMMARY

A. Section Includes:

1. Format

2. Content

3. Revisions To Schedules

4. Submittals

5. Distribution

1.2. FORMAT

A. Sequence of Listings: The chronological order of the start of each item of Work.

B. Scale and Spacing: To provide space for notations and revisions.

C. Sheet Size: Minimum 8 1/2 x 11 inches D. Submit only if requested by the Engineer or Owner at preconstruction or coordination meeting.

E. Maintain monthly updates to schedule.

1.3. CONTENT

A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

B. Identify each item by specification Section number.

C. Provide sub-schedules to define critical portions of the entire Schedule.

D. Show accumulated percentage of completion of each item, and total percentage of

Work completed, as of the first day of each month.

E. Provide separate schedule of submittal dates for shop drawings, product data, samples, and dates reviewed submittals will be required from the Engineer. Indicate decision date for selection of finishes.

1.4. REVISIONS TO SCHEDULES

A. Indicate progress of each activity to date of submittal, and projected completion date of each activity.

B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes.

C. Provide narrative report to define problem areas, anticipated delays, and impact on

Schedule. Report corrective action taken, or proposed, and its effect.

1.5. SUBMITTALS

A. Submit initial Schedules within ten (10) days after date established in Notice to Proceed. After review, resubmit required revised data within ten (10) days.

B. Submit revised Progress Schedules with each Application for Payment.

C. Submit the number of opaque reproductions which the Contractor requires, plus two

(2) copies which will be retained by the Engineer.

1.6. DISTRIBUTION

A. Distribute copies of reviewed Schedules to project site file, Subcontractors, suppliers, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in Schedules.

Capital Improvement Projects Section 01 32 16 - 30 March 4, 2026

2. PRODUCTS

Not used.

3. EXECUTION

Capital Improvement Projects Section 01 32 33 - 31 March 4, 2026

SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION

1. GENERAL

1.1. RELATED DOCUMENTS

A. Drawings, Construction Contract Clauses, Supplementary Conditions and Division

1 General Requirements apply to work of this section.

1.2. SECTION INCLUDES

A. This Section includes administrative and procedural requirements for the following.

B. Preconstruction photographs.

C. Periodic construction photographs.

D. Preconstruction videotapes.

E. Periodic construction videotapes.

1.3. RELATED SECTIONS

A. Section 01 33 00 - Submittal Procedures for submitting construction photographs

1.4. SUBMITTALS

A. Submit two (2) complete sets of preconstruction photographs or videotape to

Engineer. All three sets will be retained by the Owner and the Engineer.

B. Identification: On back of each print, videotape, or CD, provide an applied label or rubber-stamped impression with the following information:

C. Name of Project.

D. Name and address of photographer.

E. Name of Engineer.

F. Name of Contractor.

G. Date photograph was taken.

H. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

I. Digital Images: Submit a complete set of digital image electronic files with each submittal of prints. Identify electronic media with date photographs were taken.

Submit images that have the same aspect ratio as the sensor, uncropped.

1.5. PHOTOGRAPHS, GENERAL

A. Field Office Prints: Retain one set of prints of preconstruction photographs in the field office at Project site, available at all times for reference. Identify photographs the same as for those submitted to Engineer.

1.6. CONSTRUCTION PHOTOGRAPHS

A. Preconstruction Photographs: Before starting construction, take color photographs of Project site and surrounding properties from different vantage points, or as directed by Engineer.

B. Take photographs to show existing conditions adjacent to the property before starting the Work.

C. Take photographs of existing structures either on or adjoining the property to accurately record the physical conditions at the start of construction.

D. Periodic Construction Photographs: As needed to document damage either directly related to or inadvertently related to the Contractor’s operations, photograph the area in question and provide to Engineer.

1.7. CONSTRUCTION VIDEOS, GENERAL

Capital Improvement Projects Section 01 32 33 - 32 March 4, 2026

A. Narration: Describe scenes on video by audio narration by microphone while video is recorded. Include description of items being viewed, recent events, and planned activities. Describe vantage point, indicating location, and direction (by compass point).

1.8. CONSTRUCTION VIDEOS

A. Preconstruction Video: Before starting construction, record video of Project site and surrounding properties from different vantage points, or as directed by Engineer.

B. Show existing conditions on and adjacent to Project site before starting the Work.

C. Show existing structures either on or adjoining Project site to accurately record the physical conditions at the start of construction.

D. Existing condition videos shall cover the entire project route.

E. Show protection efforts by Contractor.

F. Periodic Construction Documentation: As needed to document damage either directly related to or indirectly related to the Contractor’s operations, video the area in question and provide to Engineer.

Capital Improvement Projects Section 01 33 00 - 33 March 4, 2026

SECTION 01 33 00 SUBMITTAL PROCEDURES

1. GENERAL

1.1. SUMMARY

A. Section includes:

1) Submittal Procedures

2) Re-Submittal Requirements

3) Action Submittals

4) Proposed Products List

5) Shop Drawings

6) Information Submittals

7) Contractor’s Review

8) Owner And Engineer Action

1.2. SUBMITTAL PROCEDURES

A. Transmit each submittal with Contractor’s standard transmittal letter including

Contractor’s name, address, and phone number.

B. Identify Project, Contractor, Subcontractors or Suppliers, pertinent Drawings sheet and detail number(s), and specification Section number, as appropriate.

C. Schedule submittals to expedite the Project and coordinate submission of related items.

D. The Owner and Engineer reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

E. Submittals may be delivered to the Engineer at the City of Lubbock.

F. Allow enough time for submittal review, including time for re-submittals, as follows.

1) Time for review shall commence on the Owner or Engineer’s receipt of submittal.

2) Allow fifteen…