11-03 - 43432.24 - Lubbock Cemetery-V2.pdf

Parkhill.com

November | 2025

Parkhill Project # 4343224

PROJECT MANUAL

CITY OF LUBBOCK – PARKS & RECREATION

City of Lubbock Cemetery Irrigation

Lubbock, Texas

Parkhill.com

November | 2025

Parkhill Project # 4343224

PROJECT MANUAL

CITY OF LUBBOCK – PARKS & RECREATION

Lubbock, Texas

11/04/2025

City of Lubbock – Park & Recreation

4343224 TABLE OF CONTENTS TOC - 1

11/25

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 41 00 Bid Form

DIVISION 01 – GENERAL REQUIREMENTS

01 22 00 Measurement and Payment

DIVISION 02 - EXISTING CONDITIONS

Not Used

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcing

03 30 00 Cast-In-Place Concrete

DIVISIONS 04 – 25

Not Used

DIVISION 26 - ELECTRICAL

26 05 00 Basic Electrical Methods

26 05 26 Grounding and Bonding for Electrical Systems

26 05 53 Identification for Electrical systems

26 22 18 Low-Voltage Transformers for Load Centers

26 24 16 Panelboards

26 28 16.16 Enclosed Switches

26 29 13 Enclosed Controllers

26 29 23 Variable-Frequency Motor Controllers

26 36 13 Enclosed Transfer Switches

DIVISIONS 27 - 28

Not Used

DIVISION 31 - EARTHWORK

31 10 00 Site Clearing

31 20 00 Earth Moving

31 20 00.10 Earth Moving for Facility

31 23 16 Excavation

31 23 16.13 Trenching

31 23 23 Backfill

32 31 13 Chain Link Fences and Gates

City of Lubbock – Park & Recreation

4343224 TABLE OF CONTENTS TOC - 2

DIVISION 32 - EXTERIOR IMPROVEMENTS

Not Used

DIVISION 33 - UTILITIES

33 05 07 Trenchless Installation of Utility Piping

33 05 17 Pipe Installation

33 14 00 Water Utility Transmission and Distribution Piping

DIVISIONS 34 - 35

Not Used

DIVISION 40 - PROCESS INTEGRATION

40 60 00 General Instrumentation

40 60 10 Process Control

40 61 00 Enclosures

40 61 10 Circuit Breakers

40 61 20 Surge Suppression

40 61 30 Power Supplies

40 61 40 Terminal Blocks

40 63 43.20 Programmable Logic Controllers

40 63 43.90 PLC Programming Software

40 63 60.20 Human Machine Interface

40 65 00.10 Networking Equipment

40 71 13 Magnetic Flow Meter

40 72 13 Ultrasonic Level Transmitter

40 72 43.20 Gauge Pressure Transmitter

DIVISIONS 41 - 42

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE

EQUIPMENT

43 24 11 Booster Station Pumps

DIVISIONS 44 – 48

City of Lubbock - Parks & Recreation

4343224 DESIGN PROFESSIONAL RESPONSIBILITY MSL - 1

DESIGN PROFESSIONAL RESPONSIBILITY

The Specification Sections authenticated by my seal and signature are limited to the following:

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcing

03 30 00 Cast-In-Place Concrete

4343224 DESIGN PROFESSIONAL RESPONSIBILITY AIR - 1

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DIVISION 26 - ELECTRICAL

26 05 00 Basic Electrical Methods

26 05 26 Grounding and Bonding for Electrical Systems

26 05 53 Identification for Electrical Systems

26 22 18 Low-Voltage Transformers for Load Centers

26 24 16 Panelboards

26 28 16.16 Enclosed Switches

26 29 13 Enclosed Controllers

26 29 23 Variable-Frequency Motor Controllers

26 36 13 Enclosed Transfer Switches

4343224 DESIGN PROFESSIONAL RESPONSIBILITY JD - 1

09/25

DIVISION 40 - PROCESS INTEGRATION

40 60 00 General Instrumentation

40 60 10 Process Control Forms

40 61 00 Enclosures

40 61 10 Circuit Breakers

40 61 20 Surge Suppression

40 61 30 Power Supplies

40 61 40 Terminal Blocks

40 63 43.20 Programmable Logic Controllers

40 63 43.90 PLC Programming Software

40 63 60.20 Human Machine Interface

40 65 00.10 Networking Equipment

40 71 13 Magnetic Flow Meter

40 72 13 Ultrasonic Level Transmitter

40 72 43.20 Gauge Pressure Transmitter

4343224 BID FORM 00 41 00 - 1

SECTION 00 41 00 - BID FORM

The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 1—OWNER AND BIDDER

1.01 This Bid is Submitted to:

City of Lubbock

1314 Avenue K

Lubbock, TX 79401

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2—ATTACHMENTS TO THIS BID

2.01 The following documents are submitted with and made a condition of this Bid:

A. Required Bid security;

B. List of Proposed Subcontractors;

C. List of Proposed Suppliers;

D. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such authority within the time for acceptance of Bids;

E. Contractor’s license number as evidence of Bidder’s State Contractor’s License or a covenant by Bidder to obtain said license within the time for acceptance of Bids;

F. Required Bidder Qualification Statement with supporting data.

ARTICLE 3—BASIS OF BID—LUMP SUM BID AND UNIT PRICES

3.01 Unit Price Bids:

A. Bidder will perform the following Work at the indicated unit prices:

4343224 BID FORM 00 41 00 - 2

Item

No.

Description Unit

Estimated

Quanity Bid Unit Price Bid Price

BASE BID

1 Mobilization /Demobilization LS 1 $ - $ -

Furnish and Install 12-Inch C900 PVC

Waterline (Open Cut)

LF 670 $ - $ -

Furnish and Install 12-Inch C900 PVC

Waterline (Slick Bore)

LF 91 $ - $ -

4 Furnish and Install 18-Inch Steel Casing LF 18 $ - $ -

Furnish and Install Air Vac Valve and

Vault

LS 1 $ - $ -

6 Connect to Existing Irrigation Line LS 1 $ - $ -

Furnish and Install Prefabricated Metal

Building, Foundation and Appurtenances

LS 1 $ - $ -

Furnish and Install 8-Foot Diameter

Concrete Wetwell

LS 1 $ - $ -

Furnish and Install Vertical Turbine Pump, Motor and Appurtenances

EA 2 $ - $ -

Furnish and Install Submersible Jockey

Pump and all Appurtenances

EA 1 $ - $ -

Furnish and Install all Ductile Iron Piping, Valves, Fittings and Appurtenances

LS 1 $ - $ -

Furnish and Install Self Cleaning Water

Filter and Appurtenances

EA 1 $ - $ -

13 Furnish and Install 10-Inch Flow Meter EA 1 $ - $ -

14 Furnish and Install 24-Inch Steel Inlet Pipe LS 1 $ - $ -

Furnish and Install 24-Inch Gate Valve and

Box

EA 1 $ - $ -

Furnish and Install Retaining Wall and

Concrete Pad

LS 1 $ - $ -

Cofferdam Installation, Usage, and

Removal

LS 1 $ - $ -

Furnish and Install Precast Concrete Inlet

Structure

EA 1 $ - $ -

Furnish and Install Chainlink Fence and

Gates

LF 140 $ - $ -

20 Site Clearing and Grading LS 1 $ - $ -

21 Ductile Iron Fittings TON 1 $ - $ -

22 Electrical and Instrumentation LS 1 $ - $ -

4343224 BID FORM 00 41 00 - 3

B. Bidder Acknowledges That:

1. Each Bid Unit Price includes an amount considered by Bidder to be adequate to cover

Contractor’s overhead and profit for each separately identified item, and

2. Estimated quantities are not guaranteed and are solely for the purpose of comparison of

Bids, and final payment for all Unit Price Work will be based on actual quantities, determined as provided in the Contract Documents.

3.02 Total Bid Price (Lump Sum and Unit Prices):

Total Bid Price (Total of all Lump Sum and Unit Price Bids) $

ARTICLE 4—TIME OF COMPLETION

4.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

4.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 5—BIDDER’S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD,

INSTRUCTIONS, AND RECEIPT OF ADDENDA

5.01 Bid Acceptance Period:

A. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

5.02 Instructions to Bidders:

A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

5.03 Receipt of Addenda:

A. Bidder hereby acknowledges receipt of the following Addenda:

Addendum Number Addendum Date

ARTICLE 6—BIDDER’S REPRESENTATIONS AND CERTIFICATIONS

6.01 Bidder’s Representations:

A. In submitting this Bid, Bidder represents the following:

1. Bidder has examined and carefully studied the Bidding Documents, including Addenda.

2. Bidder has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

3. Bidder is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work.

4343224 BID FORM 00 41 00 - 4

4. Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary

Conditions, with respect to the Technical Data in such Reports and Drawings.

5. Bidder has carefully studied the reports and drawings relating to Hazardous Environmental

Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary

Conditions, with respect to Technical Data in such Reports and Drawings.

6. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Technical

Data identified in the Supplementary Conditions, or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor; and (c) Bidder’s

(Contractor’s) safety precautions and programs.

7. Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract.

8. Bidder is aware of the general nature of work to be performed by Owner and others at the

Site that relates to the Work as indicated in the Bidding Documents.

9. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by

Engineer is acceptable to Bidder.

10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

6.02 Bidder’s Certifications:

A. The Bidder certifies the following:

1. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.

2. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.

3. Bidder has not solicited or induced any individual or entity to refrain from bidding.

4343224 BID FORM 00 41 00 - 5

4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 8.02.A:

a. Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process.

b. Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition.

c. Collusive practice means a scheme or arrangement between 2 or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels.

d. Coercive practice means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the Bidding process or affect the execution of the Contract.

4343224 BID FORM 00 41 00 - 6

BIDDER hereby submits this Bid as set forth above:

Bidder:

[typed or printed name of organization]

By:

[individual’s signature]

Name:

[typed or printed]

Title:

[typed or printed]

Date:

[typed or printed]

If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.

Attest:

[individual’s signature]

Name:

[typed or printed]

Title:

[typed or printed]

Date:

[typed or printed]

Address for giving notices:

Bidder’s Contact:

Name:

[typed or printed]

Title:

[typed or printed]

Phone:

Email:

Address:

Bidder’s Contractor License No.: (if applicable)

4343224 MEASUREMENT AND PAYMENT 01 22 00 - 1

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SECTION 01 22 00 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Procedures for measurement and payment.

2. Mobilization demobilization.

3. Unit price items.

4. Lump sum items.

5. Bid Form-specific payment items.

B. Related Requirements:

1. Section 00 41 00 "Bid Form."

2. Other Division 01 Specification Sections apply to Work of the Section.

1.2 PROCEDURES FOR MEASUREMENT AND PAYMENT

A. Unit price bid on each item as stated in Section 00 41 00 "Bid Form" includes furnishing all labor, superintendence, machinery, equipment, and materials, except as otherwise specified, necessary, or incidental to complete various item of Work per Drawings and

Specifications.

B. Cost of Work or materials shown on Drawings or called for in Specifications and on which no separate payment is made, included in Bid prices on various pay items.

C. Payment not made for any items not complete, including all associated incidental Work.

1.3 MOBILIZATION/DEMOBILIZATION

A. Payment made for mobilization and demobilization on lump sum basis.

B. Bid amount for mobilization and demobilization shall not exceed 5 percent of total Bid

Price.

C. Work under this item consists of preparatory work and operations, including but not limited to those necessary for movement of personnel, equipment, supplies, and incidentals to Work; establish all offices, buildings, and other facilities necessary for Work; and all other work and operations performed, or costs incurred prior to beginning work on various items of Work.

D. Payment for mobilization and demobilization will be on a lump sum basis with partial payments as noted. The adjusted Contract Amount as used herein is defined as the total

Contract amount less lump sum for mobilization and demobilization.

1. First Application for Payment: 50 percent of lump sum.

2. Second Application for Payment: 75 percent of the lump sum.

3. When 10 percent of adjusted Contract amount is earned, 90 percent of mobilization and demobilization lump sum.

4. Final Application for Payment: 100 percent of mobilization and demobilization lump sum.

1.4 UNIT PRICE ITEMS

A. Unit price items, not otherwise included herein, paid at a unit price per unit.

B. Payment will include all work and material for installing unit price item as specified.

C. Measurement made in units shown on Section 00 41 00 "Bid Form."

4343224 MEASUREMENT AND PAYMENT 01 22 00 - 2

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1.5 LUMP SUM ITEMS

A. Lump sum items include all work and materials for installing lump sum item as specified.

B. Payment based on percentage complete basis as agreed by Engineer and Contractor.

C. Payment includes all work and material for installing lump sum bid item as specified.

1.6 BID FORM-SPECIFIC PAYMENT ITEMS

A. Base Bid

1. Mobilization/Demobilization:

a. Measurement: Lump sum.

b. Payment: As specified, shown on Drawings, and included in Bid Form, payment per lump sum, as described in Section 01 22 00 “Measurement and

Payment,” 1.3 D.3.

2. Furnish and Install 12-Inch C900 PVC Waterline (Open Cut):

a. Measurement: Linear foot basis as measured along center line of installed pipe, measured center-of-fitting to center-of-fitting or end-of-pipe without any deduction for length of intermediate fittings or valves. Based on defined limits as specified on Drawings and Specifications.

b. Payment: For each type and size specified, shown on Drawings and included in Bid Form, per unit price for excavation, foundation, bedding, backfill, flowable fill, compaction, restraining, testing, furnishing and installing pipe at depths specified, and all other incidental work required for complete installation.

3. Furnish and Install 12-Inch C900 PVC Waterline (Slick Bore):

a. Measurement: Linear foot basis as measured along center line of installed pipe, measured center-of-fitting to center-of-fitting or end-of-pipe without any deduction for length of intermediate fittings or valves. Based on defined limits as specified on Drawings and Specifications.

b. Payment: For each type and size specified, shown on Drawings and included in Bid Form, per unit price for installation in bore, restraining, testing, furnishing and installing pipe at depths specified, and all other incidental work required for complete installation.

4. Furnish and Install 18-Inch Steel Casing:

a. Measurement: Linear foot basis as measured along center line of casing installed, measured from end-to-end of casing installed. Based on defined limits as specified on Drawings and Specifications.

b. Payment: For each type specified, shown on Drawings and included in Bid

Form, per unit price for excavation, foundation, bedding, backfill, compaction, welding, furnishing and installing spacers and end seals, furnishing and installing vents, bore pits, furnishing and installing casing at depths shown, for all open cut, tunneling/jacking and all other incidental work required for complete installation.

5. Furnish and Install Air Vac Valve and Vault:

a. Measurement: Each basis as defined by locations shown on Drawings and

Specifications.

b. Payment: For each type and size specified, shown on Drawings and included in Bid Form, per each for excavation, foundation, bedding, backfill, compaction, furnishing and installing air valve, furnishing and installing vault with lid, furnishing and installing surface improvements, and all other incidental work required for complete installation.

4343224 MEASUREMENT AND PAYMENT 01 22 00 - 3

6. Connect to Existing Irrigation Line:

a. Measurement: Each basis as defined by locations shown on Drawings and

Specifications.

b. Payment: For each type and size specified, shown on Drawings and included in Bid Form, per each for connection to existing water line and all other incidental work required for complete installation

7. Furnish and Install Prefabricated Metal Building, Foundation and Appurtenances:

a. Measurement: Per Lump Sum basis as defined by locations shown on

Drawings and Specifications.

b. Payment: Per Lump Sum for complete fabrication and installation of metal building, foundations, doors, ventilation, French drain, gutters, concrete sidewalk, and all appurtenances as shown in the corresponding plan set and project manual. Payment per Lump Sum for all other incidental work required for complete installation.

8. Furnish and Install 8-Foot Diameter Concrete Wetwell:

a. Measurement: Per Lump Sum basis as defined by locations shown on

Drawings and Specifications.

b. Payment: Per each type and size shown on drawings, for complete fabrication and installation including all excavation, compaction, reinforcement, coating, ram-nek gaskets and all labor and materials necessary for complete installation of the concrete wet well, lid, hatch, pipe/motor bases, and any incidentals required for complete installation.

9. Furnish and Install Vertical Turbine Pump, Motor and Appurtenances:

a. Measurement: Per each basis as defined by locations shown on Drawings and

Specifications.

b. Payment: For each type and size specified and shown on contract drawings.

For complete furnishing and installation of each pump, motor, discharge head, and any appurtenances. Includes startup and testing as indicated in the corresponding plans and specifications and any incidentals associated with complete installation.

10. Furnish and Install Submersible Jockey Pump and all Appurtenances:

a. Measurement: Per each basis as defined by locations shown on Drawings and

Specifications.

b. Payment: For each type and size specified and shown on contract drawings.

For complete furnishing and installation of each submersible pump and motor, rail system, and any appurtenances. Includes startup and testing as indicated in the corresponding plans and specifications and any incidentals associated with complete installation.

11. Furnish and Install all Ductile Iron Piping, Valves, Fittings and Appurtenances:

a. Measurement: Per Lump Sum basis as defined by locations shown on

Drawings and Specifications.

b. Payment: Payment per Lump Sum for furnishing and installation of all Pump

Station piping, butterfly valves, pipe stands, gate valves, check valves, flanges, spool pieces, bends, fittings and all appurtenances as shown on the contract drawings (Including but not limited to sheet C-201) Includes all above and below grade pump station components. Payment per Lump Sum for all other incidental work required for complete installation.

4343224 MEASUREMENT AND PAYMENT 01 22 00 - 4

11/25

12. Furnish and Install Self Cleaning Water Filter and Appurtenances:

a. Measurement: Per each basis as defined by locations shown on Drawings and

Specifications.

b. Payment: For each type and size specified, shown on Drawings, and included in Bid Form, payment per each for furnishing and installing filter, controller, backwash piping, and any incidental labor or appurtenances necessary for a complete installation.

13. Furnish and Install 10-Inch Flow Meter:

a. Measurement: Per each basis.

b. Payment: For each type and size specified, shown on Drawings, and included in Bid Form, payment per each for furnishing and installing, calibrating, testing of the flow meter and all necessary components or incidentals necessary for a complete installation.

14. Furnish and Install 24-Inch Steel Inlet Pipe:

a. Measurement: Linear foot basis as measured along center line of installed pipe, measured center-of-fitting to center-of-fitting or end-of-pipe without any deduction for length of intermediate fittings or valves. Based on defined limits as specified on Drawings and Specifications.

b. Payment: For each type and size specified, shown on Drawings and included in Bid Form, per unit price for excavation, foundation, bedding, backfill, compaction, restraining, testing, furnishing and installing pipe at depths specified, and all other incidental work required for complete installation.

15. Furnish and Install 24-Inch Gate Valve and Box:

a. Measurement: Each basis as defined by locations shown on Drawings and

Specifications.

b. Payment: For each type and size specified, shown on Drawings and included in Bid Form, per each for excavation, foundation, bedding, backfill, compaction, furnishing and installing restraint method(s), furnishing and installing gate valve, furnishing and installing valve box, furnishing and installing concrete collar, and all other incidental work required for complete installation.

16. Furnish and Install Retaining Wall and Concrete Pad:

a. Measurement: Per Lump Sum basis as defined by locations shown on

Drawings and Specifications.

b. Payment: Per lump sum for all materials, formwork, reinforcement, labor, finishing, testing, compaction and packing of base materials, crushed rock, and any incidentals necessary for complete furnishing and installation of the retaining wall and concrete pad as shown on the corresponding plan set.

17. Cofferdam Installation, Usage, and Removal:

a. Measurement: Per Lump Sum basis as defined by locations shown on

Drawings and Specifications.

b. Payment: Per lump sum for complete setup/assembly, usage, and disassembly/removal of the cofferdam. Cost for any travel, setup, pumping/draining of work area, rental fees, disassembly/removal and any incidental work associated with the cofferdam for the duration of the project.

18. Furnish and Install Precast Concrete Inlet Structure:

a. Measurement: Each basis as defined by locations shown on Drawings and

Specifications.

4343224 MEASUREMENT AND PAYMENT 01 22 00 - 5

11/25

b. Payment: Per each for each size and type specified and included in contract drawings. Payment for furnishing and installation of the concrete inlet structure, doweling, connecting to steel inlet pipe, and securing of the proposed structure. Payment for all incidental labor and material required for complete installation.

19. Furnish and Install Chainlink Fence and Gates:

a. Measurement: Linear foot basis as measured along the ground of installed fence without any deduction for gates or posts.

b. Payment: For each type and height specified and as shown on Drawings and included in Bid Form, payment per linear foot for furnishing and installing posts, fabric, gates, concrete, and all other incidental work required for complete installation.

20. Site Clearing and Grading:

a. Measurement: Per Lump Sum basis as defined by locations shown on

Drawings and Specifications.

b. Payment: Per lump sum for all site clearing, excavation and grading required to obtain the necessary elevations as outlined in the project plans and specifications. Payment for removal of all excess materials from site and all costs incurred to obtain specified elevations shown on plan set for both the facility and the inlet structure.

21. Ductile Iron Fittings:

a. Measurement: Per ton basis measured as specified by manufacturer, as listed in AWWA C153, as defined by locations shown on Drawings and

Specifications.

b. Payment: For each type specified, shown on Drawings, per unit price for excavation, foundation, bedding, backfill, compaction, furnishing and installing restraint method(s), furnishing and installing fitting at depths necessary, and all other incidental work required for complete installation.

22. Electrical and Instrumentation:

a. Measurement: Per Lump Sum basis as defined by locations shown on

Drawings and Specifications.

b. Payment: Per lump sum for all electrical and system instrumentation as outlined in the corresponding plans and specifications. Cost includes all materials, labor, startup, testing, and any incidentals necessary for complete furnishing and installation of all electrical and instrumentation components.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

4343224 CONCRETE FORMING AND ACCESSORIES 03 10 00 - 1

SECTION 03 10 00 - CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Form-facing material for cast-in-place concrete.

2. Form liners.

3. Insulating concrete forms.

4. Shoring, bracing, and anchoring.

B. Related Requirements:

1. Division 01 Specification Sections apply to Work of this Section.

2. Section 03 30 00 "Cast-In-Place Concrete.”

1.2 DEFINITIONS

A. Form-Facing Material: Temporary structure or mold for the support of concrete while the concrete is setting and gaining sufficient strength to be self-supporting.

B. Formwork: The total system of support of freshly placed concrete, including the mold or sheathing that contacts the concrete, as well as supporting members, hardware, and necessary bracing.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project Site.

1. Review the following:

a. Special inspection and testing and inspecting agency procedures for field quality control.

b. Construction, movement, contraction, and isolation joints

c. Forms and form-removal limitations.

d. Shoring and reshoring procedures.

e. Anchor rod and anchorage device installation tolerances.

1.4 QUALITY ASSURANCE

A. Testing and Inspection Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified in accordance with ASTM C1077 and

ASTM E329 for testing indicated.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Form Liners: Store form liners under cover to protect from sunlight.

B. Insulating Concrete Forms: Store forms off ground and under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

C. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

4343224 CONCRETE FORMING AND ACCESSORIES 03 10 00 - 2

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Concrete Formwork: Design, engineer, erect, shore, brace, and maintain formwork, shores, and reshores in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

1. Design wood panel forms in accordance with APA's "Concrete Forming

Design/Construction Guide."

2. Design formwork to limit deflection of form-facing material to 1/240 of center-to-center spacing of supports.

3. Design, engineer, erect, shore, brace, and maintain insulating concrete forms in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

4. Design cross ties to transfer the effects of the following loads to the cast-in-place concrete core:

a. Wind Loads: As indicated on Drawings.

1) Horizontal Deflection Limit: Not more than 1/360 of the wall height.

2.2 FORM-FACING MATERIALS

A. As-Cast Surface Form-Facing Material:

1. Provide continuous, true, and smooth concrete surfaces.

2. Furnish in largest practicable sizes to minimize number of joints.

3. Acceptable Materials: As required to comply with Surface Finish designations specified in Section 03 30 00 "Cast-In-Place Concrete,” and as follows:

a. Plywood, metal, or other approved panel materials.

b. Exterior-grade plywood panels, suitable for concrete forms, complying with

DOC PS 1, and as follows:

1) APA HDO (high-density overlay).

2) APA MDO (medium-density overlay); mill-release agent treated, and edge sealed.

3) APA Structural 1 Plyform, B-B or better; mill oiled, and edge sealed.

4) APA Plyform Class I, B-B or better; mill oiled, and edge sealed.

B. Concealed Surface Form-Facing Material: Lumber, plywood, metal, plastic, or another approved material.

1. Provide lumber dressed on at least 2 edges and one side for tight fit.

C. Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads.

D. Form Liners:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Architectural Polymers, Inc.

b. Fitzgerald Formliners.

c. Sika Corporation.

d. Spec Formliners, Inc.

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4343224 CONCRETE FORMING AND ACCESSORIES 03 10 00 - 3

2.3 WATERSTOPS

A. Flexible PVC Waterstops: U.S. Army Corps of Engineers CRD-C 572, with factory-installed metal eyelets, for embedding in concrete to prevent passage of fluids through joints, with factory fabricate corners, intersections, and directional changes.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. BoMetals, Inc.

b. Sika Corporation.

c. Vinylex Waterstop & Accessories.

2. Profile: As indicated.

3. Dimensions: 6 inches by 3/8-inch thick; nontapered.

B. Self-Expanding Butyl Strip Waterstops: Manufactured rectangular or trapezoidal strip, butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4- by 1-inch.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Carlisle Coatings & Waterproofing Inc.

b. CETCO, a Minerals Technologies company.

c. Concrete Sealants Inc.

d. Henry Company.

e. JP Specialties, Inc.

f. Sika Corporation.

2.4 RELATED MATERIALS

A. Reglets: Fabricate reglets of not less than 0.022-inch-thick galvanized-steel sheet.

Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.

B. Dovetail Anchor Slots: Hot-dip galvanized-steel sheet, not less than 0.034-inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4- by 3/4-inch, minimum.

D. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

E. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.

F. Form Ties: Factory-fabricated, removable or snap-off, glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1-inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, leave holes no larger than 1-inch in diameter in concrete surface.

3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

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4343224 CONCRETE FORMING AND ACCESSORIES 03 10 00 - 4

PART 3 - EXECUTION

3.1 INSTALLATION OF FORMWORK

A. Comply with ACI 301.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated within tolerance limits of ACI 117 and to comply with the

Surface Finish designations specified in Section 03 30 00 "Cast-In-Place Concrete" for as-cast finishes.

C. Limit concrete surface irregularities as follows:

1. Surface Finish-1.0: ACI 117 Class D, 1-inch.

2. Surface Finish-2.0: ACI 117 Class B, 1/4-inch.

D. Construct forms tight enough to prevent loss of concrete mortar.

1. Minimize joints.

2. Exposed Concrete: Symmetrically align joints in forms.

E. Construct removable forms for easy removal without hammering or prying against concrete surfaces.

1. Provide crush or wrecking plates where stripping may damage cast-concrete surfaces.

2. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

3. Install keyways, reglets, recesses, and other accessories, for easy removal.

F. Do not use rust-stained, steel, form-facing material.

G. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces.

1. Provide and secure units to support screed strips

2. Use strike-off templates or compacting-type screeds.

H. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible.

1. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar.

2. Locate temporary openings in forms at inconspicuous locations.

I. Chamfer exterior corners and edges of permanently exposed concrete.

J. At construction joints, overlap forms onto previously placed concrete not less than 12 inches.

K. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work.

1. Determine sizes and locations from trades providing such items.

2. Obtain written approval of Architect prior to forming openings not indicated on

Drawings.

L. Construction and Movement Joints:

1. Construct joints true to line with faces perpendicular to surface plane of concrete.

2. Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

3. Place joints perpendicular to main reinforcement.

4. Locate joints for beams, slabs, joists, and girders in the middle third of spans.

a. Offset joints in girders a minimum distance of twice the beam width from a beam-girder intersection.

4343224 CONCRETE FORMING AND ACCESSORIES 03 10 00 - 5

5. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs.

6. Space vertical joints in walls as indicated on Drawings.

a. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible.

M. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection.

1. Locate ports and openings in bottom of vertical forms, in inconspicuous location, to allow flushing water to drain.

2. Close temporary ports and openings with tight-fitting panels, flush with inside face of form, and neatly fitted, so joints will not be apparent in exposed concrete surfaces.

N. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

O. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

P. Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement.

3.2 INSTALLATION OF EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete.

1. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

2. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303.

3. Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.

4. Install dovetail anchor slots in concrete structures, as indicated on Drawings.

5. Clean embedded items immediately prior to concrete placement.

3.3 INSTALLATION OF WATERSTOPS

A. Flexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm.

1. Install in longest lengths practicable.

2. Locate waterstops in center of joint unless otherwise indicated on Drawings.

3. Allow clearance between waterstop and reinforcing steel of not less than 2 times the largest concrete aggregate size specified in Section 03 30 00 "Cast-In-Place

Concrete."

4. Secure waterstops in correct position at 12 inches on center.

5. Field fabricate joints in accordance with manufacturer's instructions using heat welding.

a. Miter corners, intersections, and directional changes in waterstops.

b. Align center bulbs.

6. Clean waterstops immediately prior to placement of concrete.

7. Support and protect exposed waterstops during progress of the Work.

4343224 CONCRETE FORMING AND ACCESSORIES 03 10 00 - 6

B. Self-Expanding Strip Waterstops: Install in construction joints and at other locations indicated on Drawings, according to manufacturer's written instructions, by adhesive bonding, mechanically fastening, and firmly pressing into place.

1. Install in longest lengths practicable.

2. Locate waterstops in center of joint unless otherwise indicated on Drawings.

3. Protect exposed waterstops during progress of the Work.

3.4 INSTALLATION OF INSULATING CONCRETE FORMS

A. Comply with ACI 301 and manufacturer's instructions.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated within tolerance limits of ACI 117.

C. Install forms in running bond pattern.

1. Align joints.

2. Align furring strips.

D. Construct forms tight to prevent loss of concrete mortar.

E. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work.

1. Determine sizes and locations from trades providing such items.

2. Obtain written approval of Architect prior to forming openings not indicated on

Drawings.

F. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection.

1. Locate ports and openings in bottom of vertical forms, in inconspicuous location, to allow flushing water to drain.

2. Close temporary ports and openings with tight fitting panels, flush with inside face of form, and neatly fitted, so joints will not be apparent in exposed concrete surfaces.

G. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

H. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

I. Shore insulating concrete forms to ensure stability and to resist stressing imposed by construction loads.

3.5 REMOVING AND REUSING FORMS

A. Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than

50 degrees F for 24 hours after placing concrete. Concrete has to be hard enough to not be damaged by form-removal operations and curing and protection operations need to be maintained.

1. Leave formwork for beam soffits, joists, slabs, and other structural elements that support weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength.

2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores.

B. Clean and repair surfaces of forms to be reused in the Work.

1. Split, frayed, delaminated, or otherwise damaged form-facing material are unacceptable for exposed surfaces.

2. Apply new form-release agent.

4343224 CONCRETE FORMING AND ACCESSORIES 03 10 00 - 7

C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints.

1. Align and secure joints to avoid offsets.

2. Do not use patched forms for exposed concrete surfaces unless approved by

Architect.

3.6 SHORING AND RESHORING INSTALLATION

A. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring and reshoring.

1. Do not remove shoring or reshoring until measurement of slab tolerances is complete.

B. In multistory construction, extend shoring or reshoring over a sufficient number of stories to distribute loads in such a manner that no floor or member will be excessively loaded or will induce tensile stress in concrete members without sufficient steel reinforcement.

C. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection.

3.7 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

B. Testing Agency: Engage a qualified testing and inspecting agency to perform tests and inspections and to submit reports.

C. Inspections:

1. Inspect formwork for shape, location, and dimensions of the concrete member being formed.

2. Inspect insulating concrete forms for shape, location, and dimensions of the concrete member being formed.

4343224 CONCRETE REINFORCING 03 20 00 - 1

SECTION 03 20 00 - CONCRETE REINFORCING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Steel reinforcement bars.

2. Welded-wire reinforcement.

B. Related Requirements:

1. Division 01 Specification Sections apply to Work of this Section.

2. Section 03 10 00 "Concrete Forming and Accessories."

3. Section 03 30 00 "Cast-in-Place Concrete."

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project Site.

1.3 ACTION SUBMITTALS

A. Product Data: For the following:

1. Each type of steel reinforcement.

2. Epoxy repair coating.

3. Zinc repair material.

4. Bar supports.

5. Mechanical splice couplers.

B. Shop Drawings: Comply with ACI SP-066:

1. Include placing drawings that detail fabrication, bending, and placement.

2. Include bar sizes, lengths, materials, grades, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, location of splices, lengths of lap splices, details of mechanical splice couplers, details of welding splices, tie spacing, hoop spacing, and supports for concrete reinforcement.

3. For structural thermal break insulated connection system, indicate general configuration, insulation dimensions, tension bars, compression pads, shear bars, and dimensions.

C. Construction Joint Layout: Indicate proposed construction joints required to build the structure.

1. Location of construction joints is subject to approval of the Architect.

D. Delegated-Design Submittal: For structural thermal break insulated connection system, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Statements: For testing and inspection agency.

B. Welding certificates.

1. Reinforcement To Be Welded: Welding procedure Specification in accordance with

AWS D1.4.

C. Field quality-control reports.

4343224 CONCRETE REINFORCING 03 20 00 - 2

1.5 QUALITY ASSURANCE

A. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified in accordance with ASTM C1077 and ASTM E329 for testing indicated.

B. Welding Qualifications: Qualify procedures and personnel in accordance with AWS D1.4.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

1. Store reinforcement to avoid contact with earth.

2. Do not allow dual-coated reinforcement to be stored outdoors for more than 60 days without being stored under an opaque covering.

3. Do not allow stainless-steel reinforcement to come into contact with uncoated reinforcement.

PART 2 - PRODUCTS

2.1 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A615, Grade 60 Grade 80, deformed.

B. Low-Alloy Steel Reinforcing Bars: ASTM A706, deformed.

C. Headed-Steel Reinforcing Bars: ASTM A970.

D. Plain-Steel Welded-Wire Reinforcement: ASTM A1064, plain, fabricated from as-drawn steel wire into flat sheets.

E. Deformed-Steel Welded-Wire Reinforcement: ASTM A1064, flat sheet.

2.2 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A615, Grade 60, plain-steel bars, cut true to length with ends square and free of burrs.

B. Epoxy-Coated Joint Dowel Bars: ASTM A615, Grade 60, plain-steel bars, ASTM A775 epoxy coated.

C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place.

1. Manufacture bar supports from steel wire, plastic, or precast concrete in accordance with CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

a. For concrete surfaces exposed to view, where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire, all-plastic bar supports, or CRSI Class 2 stainless-steel bar supports.

b. For epoxy-coated reinforcement, use CRSI Class 1A epoxy-coated or other dielectric-polymer-coated wire bar supports.

c. For dual-coated reinforcement, use CRSI Class 1A epoxy-coated or other dielectric-polymer-coated wire bar supports.

d. For zinc-coated reinforcement, use galvanized wire or dielectric-polymer-coated wire bar supports.

e. For stainless steel reinforcement, use CRSI Class 1 plastic-protected steel wire, all-plastic bar supports, or CRSI Class 2 stainless steel bar supports.

4343224 CONCRETE REINFORCING 03 20 00 - 3

2.3 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

PART 3 - EXECUTION

3.1 PREPARATION

A. Protection of In-Place Conditions:

1. Do not cut or puncture vapor retarder.

2. Repair damage and reseal vapor retarder before placing concrete.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete.

3.2 INSTALLATION OF STEEL REINFORCEMENT

A. Comply with CRSI's "Manual of Standard Practice" for placing and supporting reinforcement.

B. Accurately position, support, and secure reinforcement against displacement.

1. Locate and support reinforcement with bar supports to maintain minimum concrete cover.

2. Do not tack weld crossing reinforcing bars.

C. Preserve clearance between bars of not less than 1-inch, not less than one bar diameter, or not less than 1-1/3 times size of large aggregate, whichever is greater.

D. Provide concrete coverage in accordance with ACI 318.

E. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

F. Splices: Lap splices as indicated on Drawings.

1. Bars indicated to be continuous, and all vertical bars shall be lapped not less than 36 bar diameters at splices, or 24 inches, whichever is greater.

2. Stagger splices in accordance with ACI 318.

G. Install welded-wire reinforcement in longest practicable lengths.

1. Support welded-wire reinforcement in accordance with CRSI "Manual of Standard

Practice."

a. For reinforcement less than W4.0 or D4.0, continuous support spacing shall not exceed 12 inches.

2. Lap edges and ends of…