PCS-22-115-Slide_Rock_Addendum-1-Spec-Section-stamped-1.13.25.pdf

Arizona Department of Administration

SLIDE ROCK STATE PARK WATER AND WASTEWATER

INFRASTRUCTURE UPGRADES -PCS-22-115

VOLUME 2 OF 3

TECHNICAL SPECIFICATIONS

DIVISIONS 1 THROUGH 17

Final Submittal

April 2024

202012 Approved PCS

Slide Rock State Park Wastewater Infrastructure and Potable Water Storage Tank Upgrades Table of Contents Page ii

TECHNICAL SPECIFICATION SEAL SHEET

ADOA/AZ STATE PARKS

SLIDE ROCK STATE PARK WASTEWATER INFRASTRUCTURE AND POTABLE

WATER STORAGE TANK UPGRADES

Prepared by:

APRIL 9TH, 2024

Signed 04/08/2024 Valentine Environmental Engineers, LLC Civil/Mechanical Divisions 1, 2, 3, 5, 9, 10, 11, 13, and 15

Jensen Engineering, LLC Electrical/Instrumentation Divisions 16 and 17

Table of Contents Page iii

SLIDE ROCK STATE PARK WASTEWATER INFRASTRUCTURE AND POTABLE

WATER STORAGE TANK UPGRADES

VOLUME 2 OF 3

TECHNICAL SPECIFICATIONS DIVISIONS 1 THROUGH 17

April 2024

TABLE OF CONTENTS

Section Pages

Division 1 – GENERAL REQUIREMENTS

01010 Summary of Work ......................................................................................... 01010-1 01011 Use of Owner’s Facility ................................................................................ 01011-1 01025 Measurement and Payment ........................................................................... 01025-1 01026 Schedule of Values ....................................................................................... 01026-1 01045 Cutting and Patching ..................................................................................... 01045-1 01046 Connections to Existing Facilities ................................................................ 01046-1 01047 Coordination with Owner’s Operation .......................................................... 01047-1 01050 Field Engineering .......................................................................................... 01050-1 01091 Reference Standards...................................................................................... 01091-1 01092 Abbreviations and Symbols .......................................................................... 01092-1 01102 Hazardous Materials Management Program ................................................. 01102-1 01103 Earthmoving and Dust Control ..................................................................... 01103-1 01104 Stormwater Pollution Prevention Plan and Permit ....................................... 01104-1 01210 Preconstruction Conference .......................................................................... 01210-1 01300 Submittals ..................................................................................................... 01300-1 01310 Progress Schedule ......................................................................................... 01310-1 01340 Shop Drawing Procedures............................................................................. 01340-1 01342 Installation Data ............................................................................................ 01342-1 01410 Testing Laboratory Services ......................................................................... 01410-1 01415 Confined Space Entry Plan ........................................................................... 01415-1 01420 Special Inspections ........................................................................................ 01420-1 01453 Testing of Hydraulic Structures .................................................................... 01453-1 01511 Temporary Electricity ................................................................................... 01511-1 01514 Temporary Water .......................................................................................... 01514-1 01515 Temporary Sanitary and First Aid Facilities ................................................. 01515-1 01516 Temporary Fire Protection ............................................................................ 01516-1 01540 Security ......................................................................................................... 01540-1 01541 Protection of the Work and Property ............................................................ 01541-1 01550 Access Roads and Parking Areas .................................................................. 01550-1

Table of Contents Page iv

TABLE OF CONTENTS

Section Pages

Division 1 – GENERAL REQUIREMENTS (continued)

01560 Temporary Controls ...................................................................................... 01560-1 01600 General Equipment Provisions ..................................................................... 01600-1 01610 Transportation and Handling of Materials and Equipment ........................... 01610-1 01611 Storage of Materials and Equipment............................................................. 01611-1 01620 Installation of Equipment .............................................................................. 01620-1 01655 Starting and Placing Equipment in Operation .............................................. 01655-1 01660 Field Tests of Equipment .............................................................................. 01660-1 01710 Cleaning ........................................................................................................ 01710-1 01715 Cleaning and Testing of Pumps, Piping and Appurtenances ........................ 01715-1 01720 Record Documents ........................................................................................ 01720-1 01730 Operation and Maintenance Data .................................................................. 01730-1 01731 Instruction of Operations and Maintenance Personnel ................................. 01731-1 01750 Spare Parts and Maintenance Materials ........................................................ 01750-1 01760 Post-Final Inspection .................................................................................... 01760-1 01810 Commissioning ............................................................................................. 01810-1

Division 2 – SITE WORK

02050 Demolition, Removal and Disposal .............................................................. 02050-1 02110 Clearing and Grubbing .................................................................................. 02110-1 02220 Excavation and Backfill ................................................................................ 02220-1 02230 Crushed Stone and Gravel ............................................................................ 02230-1 02537 Precast Structures .......................................................................................... 02537-1

Division 3 – CONCRETE

03100 Concrete Formwork ...................................................................................... 03100-1 03200 Concrete Reinforcement ............................................................................... 03200-1 03251 Concrete Joints .............................................................................................. 03251-1 03300 Cast-in-Place Concrete.................................................................................. 03300-1 03600 Grout ............................................................................................................. 03600-1

Division 4 – MASONRY (Not Used)

Division 5 – METALS

05051 Anchor Bolts, Adhesive Anchors and Concrete Inserts ................................ 05051-1 05522 Aluminum Handrails and Railings................................................................ 05522-1

Division 6 – WOOD AND PLASTICS (Not Used)

Table of Contents Page v

TABLE OF CONTENTS

Section Pages

Division 7 – THERMAL AND MOISTURE PROTECTION (Not Used)

Division 8 – DOORS AND WINDOWS (Not Used)

Division 9 – FINISHES

09900 Painting ......................................................................................................... 09900-1

Division 10 – SPECIALTIES

10400 Identification Devices ................................................................................... 10400-1

Division 11 – EQUIPMENT

11200 Equipment Tags ............................................................................................ 11200-1 11317 Submersible Pumps ....................................................................................... 11317-1

Division 12 – FURNISHINGS (Not Used)

Division 13 – SPECIAL CONSTRUCTION (Not Used)

Division 14 – CONVEYING SYSTEMS (Not Used)

Division 15 – MECHANICAL

15051 Buried Piping Installation ............................................................................. 15051-1 15052 Exposed Piping Installation .......................................................................... 15052-1 15116 Check Valves and Appurtenances ................................................................ 15116-1 15125 Ball Valves, Operators and Appurtenances .................................................. 15125-1 15212 Piping Specialties and Accessories ............................................................... 15212-1 15293 Polyvinyl Chloride (PVC) Distribution Pipe (C-900) .................................. 15293-1

Division 16 – ELECTRICAL

16050 General Electrical Provisions ........................................................................ 16050-1 16070 Hangers and Supports ................................................................................... 16070-1 16075 Identification ................................................................................................. 16075-1 16120 Wire and Cable ............................................................................................. 16120-1 16130 Conduit .......................................................................................................... 16130-1 16135 Outlet, Pull and Junction Boxes .................................................................... 16135-1

Table of Contents Page vi

TABLE OF CONTENTS

Section Pages

Division 16 – ELECTRICAL (continued)

16140 Wiring Devices ............................................................................................. 16140-1 16440 Lightning and Distribution Panelboards ....................................................... 16440-1

Division 17- INSTRUMENTATION

17310 Primary Sensors and Field Instruments ........................................................ 17310-1 17330 Panels and Enclosures ................................................................................... 17330-1 17331 Panel Instruments and Devices ..................................................................... 17331-1

++END OF TABLE OF CONTENTS++

ADOA/AZ State Parks

Summary of Work Section 01010–1

SECTION 01010

SUMMARY OF WORK

PART 1 – GENERAL

1.1 LOCATION AND DESCRIPTION OF WORK

A. The work includes improvements to the park’s wastewater systems and some improvements to the potable water storage tank. The work is separated into a base bid and additive alternates. The base bid items shall include:

The MBR equipment building will get a new turbidimeter, new chlorination system pump and piping, and a new fan. In addition, the reuse storage and pumping system in the basement and distribution piping will be upgraded to an underground 2,000-gallon holding tank and valve vault with surrounding retaining wall adjacent to the south restrooms with new pumps, electrical and instrumentation systems. From the design plans, this corresponds to sheets D3.0, D4.0, M3.0, M4.0, M5.0, E0.3, E0.4, E0.5 and N0.1.

The additive alternate items will include the upgrade of the Slide Rock State Park Lift Station with new submersible grinder pumps and guide rail/support system. The WWTP will get a replacement turbidimeter, mixer and ORP probe. The recommended potable water storage tank upgrades being completed are adding a check valve and splash pad to the existing overflow, new safety railing for the manhole, and a wire mesh screen for the roof vent. From the design plans, this corresponds to sheets D1.0, D2.0, D5.0, M1.0, M2.0, M6.0, E0.3, E0.4, E0.5 and N0.1.

1.2 CONTRACTS

A. The Work shall be constructed under one prime contract.

1.3 WORK BY OTHERS

A. AZ State Parks representatives will perform the operation of all existing system valves and equipment, unless specified otherwise.

1.4 SEQUENCE AND PROGRESS OF WORK

A. CONTRACTOR shall submit a Construction Schedule covering the entire Work in accordance with Section 01310, Progress Schedule.

1.5 CONTRACTOR'S USE OF PREMISES

A. The CONTRACTOR shall limit his working hours to between sunrise and two (2) hours after sunset, 7 days per week, unless otherwise approved by the OWNER, in writing.

Activities including servicing of equipment and delivery of materials shall also be limited to the permitted hours of work.

Summary of Work Section 01010–2

B. All roads and streets shall be maintained open for traffic in both directions at all times by the Contractor. Construction activities while crossing roads and streets shall be limited to activities confined to one side at a time. Road and street crossing work shall be limited to the weekends only between the hours of 6:00 am and 7:00 pm on Saturdays and between 6:00 am and 7:00 pm on Sundays. All work during the weekends has to be completed before 5:00 am on Monday.

C. CONTRACTOR shall coordinate use of the premises, for his storage and the operations of his workmen, with OWNER, AZ State Parks, other agencies having jurisdiction and utility service companies.

D. CONTRACTOR shall be responsible for locating and securing all project storage and staging areas. CONTRACTOR’s Contract Price shall include all costs including rent, leases and permits associated with establishing and relinquishing project storage and staging areas.

E. CONTRACTOR shall be solely responsible for obtaining and paying all costs in connection with any additional work area, storage sites, access to the site, or temporary right-of-way which may be required for proper completion of the Work.

F. It shall be understood that responsibility for protection and safe-keeping of equipment and materials on or near the site will be entirely that of CONTRACTOR and that no claim shall be made against the OWNER or his authorized representatives by reason of any act. It shall be further understood that should any occasion arise necessitating access to the sites occupied by these stored materials or equipment, the OWNER shall direct CONTRACTOR owning or responsible for the stored materials and equipment to immediately move the same. No materials or equipment may be placed upon the property of AZ State Parks or the OWNER, unless the OWNER has agreed to the location contemplated by CONTRACTOR to be used for storage. All stored materials shall be labeled according to the appropriate Contractor or Subcontractor with the manufacturer's label as well. Appropriate material safety data sheets (e.g., MSDS) shall be provided.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

+ + END OF SECTION + +

Use of OWNER’s Facilities Section 01011–1

SECTION 01011

USE OF OWNER’S FACILITIES

PART 1 - GENERAL

1.1 DESCRIPTION

A. CONTRACTOR may use existing facilities or equipment in the Work for construction purposes, only if the OWNER’S written permission is obtained.

B. Restore existing facilities and equipment used for temporary purposes to original condition in a manner satisfactory to OWNER.

Measurement and Payment Section 01025–1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 DESCRIPTION

A. The items listed below refer to and are the same pay items listed in the Bid Form. They constitute all of the pay items for the completion of the Work. No direct or separate payment shall be made for providing miscellaneous temporary or accessory works, plant services, CONTRACTOR’S or OWNER’S field offices, layout surveys, job signs, sanitary requirements, testing, safety devices, record drawings, water supplies, power, traffic maintenance, removal of waste, watchmen, bonds, insurance, or all other requirements of the General Conditions, Supplementary Conditions, and the General Requirements. Compensation for all such services, items and materials shall be included in the prices stipulated for the lump sum and extra work unit price pay items listed herein.

B. Each extra work unit bid price shall be deemed to include an amount considered by

CONTRACTOR to be adequate to cover CONTRACTOR’S overhead and profit for each separately identified item.

l.2 ENGINEER’S ESTIMATE OF QUANTITIES

A. ENGINEER’S estimated quantities for extra work unit price pay items, if any, as listed in the Bid Form, are approximate only and are included solely for the purpose of comparison of Bids. OWNER does not expressly or by implication agree that the nature of the materials encountered below the surface of the ground or the actual quantities of material encountered or required, shall correspond therewith and reserves the right to increase or decrease any quantity or to eliminate any quantity as OWNER may deem necessary. CONTRACTOR shall not be entitled to any adjustment in a unit bid price as a result of any change in an estimated quantity and agrees to accept the aforesaid unit bid prices as complete and total compensation for any additions or deductions caused by changes or alterations in the Work directed by OWNER.

1.3 RELATED PROVISIONS

A. Payments to CONTRACTOR: Refer to General Conditions and Agreement.

B. Changes in Contract Price: Refer to General Conditions.

1.4 QUALITY ASSURANCE

A. Referenced Standards:

1. State of Arizona, Maricopa County Association of Governments, Uniform Standard Specifications for Public Works Construction, as amended to date.

1.5 ESTIMATED QUANTITIES

Measurement and Payment Section 01025–2

A. Refer to MAG 102.3.

1.6 SCOPE OF PAYMENT

A. Refer to General Terms and Conditions and MAG Standard Specification 109 except as modified herein.

B. Dimensions used to determine quantities for payment shall be per MAG Standard Specifications.

1.7 NONPAYMENT FOR REJECTED OR UNUSED PRODUCTS

A. Payment will not be made for the following:

1. Loading, hauling, and disposing of rejected material.

2. Quantities of material wasted or disposed of in manner not called for under Contract Documents.

3. Rejected loads of material, including material rejected after it has been placed by reason of failure of Contractor to conform to provisions of Contract Documents.

4. Materials not unloaded from transporting vehicle.

5. Defective work not accepted by the Owner.

6. Material remaining on hand after completion of work.

1.8 PARTIAL PAYMENT FOR STORED MATERIAL AND EQUIPMENT

A. No payment will be made to the CONTRACTOR for equipment and material.

1.9 SCHEDULE OF VALUES

A. Preliminary Schedule of Values

1. At the pre-construction meeting, submit to the Owner a Preliminary

Schedule of Values for each bid item.

2. Each schedule will provide a detailed breakdown of the major work components of the applicable bid item.

3. Schedules of Values shall be provided for each bid item.

4. The Schedule of Values shall include:

a. Units.

b. Unit costs.

c. Subtotals of breakdown items.

B. Revised Schedule of Values

1. Following receipt of comments on the Preliminary Schedule of Values, the Contractor shall prepare and submit a revised Schedule of Values to the Owner prior to the first payment.

2. Because the ultimate requirement is to develop a detailed Schedule of Values sufficient to determine appropriate monthly progress payments, sufficient detailed breakdowns shall be provided to meet this requirement.

3. The Owner shall be the sole judge of acceptable numbers, details, and descriptions of values established.

Measurement and Payment Section 01025–3

4. If, in the opinion of the Owner, a greater number of Schedule of Values items than proposed by the Contractor or as detailed herein is necessary, the Contractor shall add the additional items so identified by the Owner.

C. Changes to Schedule of Values

1. Changes to the CPM Schedule which add activities not included in the original schedule but included in the original work (schedule omissions) shall have values assigned as approved by the Owner Contract Administrator. Other activities shall be reduced to provide equal value adjustment increases for added activities as approved by the Owner Contract Administrator.

2. If the Contractor and Owner Contract Administrator agree to make adjustments to the original Schedule of Values because of inequities discovered in the original accepted detailed Schedule of Values, increases, and equal decreases to values for activities may be made.

PART 2 - MATERIALS AND EXECUTION – SLIDE ROCK WASTEWATER UPGRADES

2.1 SITE WORK AND DEMOLITION

A. Materials: This item includes miscellaneous site grading and all other site work shown on the contract drawings, including excavation, subgrade preparation, subgrade materials, and haul off or disposal of excess soil., demolishing existing piping, mechanical equipment, electrical equipment, and all other items to extents shown on drawings, along with disposal of demolished material.

B. Measurement for payment of the demolition shall be based upon a lump sum amount.

C. Payment for the work shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.2 TEMPORARY CONSTRUCTION FENCING – BID ITEM 2

A. Materials: This item includes the temporary construction fencing for the underground 2,000-gallon gallon holding tank, valve vault and retaining wall as shown on the drawings, as specified, and required by the owner.

B. Measurement and Payment: Measurement for payment of the temporary construction fencing shall be per lineal foot.

C. Payment: Payment for the temporary construction fencing shall be per lineal foot named in the Bid Schedule, which price shall constitute full compensation.

2.3 POTABLE STORAGE TANK IMPROVEMENTS – BID ITEM 3 – ADD ALT

A. Materials: This item includes providing and installing the potable storage tank improvements as shown on the drawings, as specified, and required by the owner.

B. Measurement for payment for the potable storage tank improvements will be based on upon a lump sum amount.

Measurement and Payment Section 01025–4

C. Payment: Payment for the potable water storage tank improvements shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.4 PROVIDE AND INSTALL LIFT STATION UPGRADES– BID ITEM 4 – ADD ALT

A. Materials: This item includes providing and installing the lift station upgrades as shown on the drawings. Payment for this item of work will be full compensation for furnishing all materials, tools, labor and equipment necessary for installing the precast wetwell and shall including piping penetrations required.

B. Measurement for payment for the lift station upgrades will be based on upon a lump sum amount.

C. Payment: Payment for the lift station upgrades shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.5 PROVIDE AND INSTALL WWTP UPGRADES– BID ITEM 5 – ADD ALT

A. Materials: This item includes providing and installing the WWTP upgrades as shown on the drawings. Payment for this item of work will be full compensation for furnishing all materials, tools, labor and equipment necessary for installing the precast wetwell and shall including piping penetrations required.

B. Measurement for payment for the WWTP upgrades will be based on upon a lump sum amount.

C. Payment: Payment for the WWTP upgrades shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.6 PROVIDE AND INSTALL MBR EQUIPMENT BUILDING UPGRADES– BID ITEM 6 –

BASE BID

A. Materials: This item includes providing and installing the MBR Equipment Building upgrades as shown on the drawings. Payment for this item of work will be full compensation for furnishing all materials, tools, labor and equipment necessary for installing the precast wetwell and shall including piping penetrations required.

B. Measurement for payment for the MBR Equipment Building upgrades will be based on upon a lump sum amount.

C. Payment: Payment for the MBR Equipment Building upgrades shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.7 PROVIDE AND INSTALL HOLDING TANK, VALVE VAULT AND RETAINING

WALL – BID ITEM 7 – BASE BID

Measurement and Payment Section 01025–5

A. Materials: This item includes providing and installing the Holding Tank, Valve Vault and Retaining Wall as shown on the drawings. Payment for this item of work will be full compensation for furnishing all materials, tools, labor and equipment necessary for installing the precast wetwell and shall including piping penetrations required.

B. Measurement for payment for the Holding Tank, Valve Vault and Retaining Wall will be based on upon a lump sum amount.

C. Payment: Payment for the Holding Tank, Valve Vault and Retaining Wall shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.8 PROVIDE AND INSTALL 2-INCH WATER DISTRIBUTION AND OVERFLOW

LAGOON PIPING, VALVES AND APPURTENANCES – BID ITEM 8 – BASE BID

A. Materials: See Section 15293. Piping system to include ball valves, check valves, bends, pipe supports and other appurtenances as shown in the Drawings and as specified. Piping system to include below grade piping.

B. Measurement for payment for the 2-inch water distribution and overflow lagoon piping, valves and appurtenances will be based on upon a lump sum amount.

C. Payment: Payment for the 2-inch water distribution and overflow lagoon piping, valves and appurtenances shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.9 ELECTRICAL AND INSTRUMENTATION SYSTEM – BID ITEM 9

A. Materials: This item includes all electrical and instrumentation systems including site lighting, flow meter and level transducers, as shown on the Drawings and as specified.

Electrical equipment shall be prepurchased by Owner and Contractor shall be responsible for execution and installation of the prepurchased equipment.

B. Measurement and Payment: Measurement for payment of the electrical and instrumentation systems shall be based upon a lump sum amount.

C. Payment: Payment for the electrical and instrumentation systems shall be based on the lump sum amount named in the Bid Schedule, which price shall constitute full compensation.

2.10 MOBILIZATION, GENERAL CONDITIONS AND ALL OTHER WORK:– BID ITEM 10

A. This item includes Mobilization, General Conditions and all other Work not identified in the Bid Items listed above.

B. Measurement for all remaining work as required in the contract documents, as required for the project will be measured on a lump sum basis. Measurement for partial payment will be based upon the work completed at the Monthly Progress cut-off date, in accordance with the Schedule of Values specified in these specifications.

Measurement and Payment Section 01025–6

C. Payment for all remaining work in the contract documents will be paid for at the lump sum amount indicated on the Schedule of Bid Items. Payment will be considered full compensation for the work complete as described in the contract documents, and on the plans. Partial payment, if required, will be at the judgment of the OWNER as to the percent complete of this lump sum bid item at the partial payment cut-off date. Payment will be determined from observed progress and from monthly progress updates of the Contractor’s CPM Schedule activities utilizing the lump sum breakdown as detailed in the Schedule of Values.

++END OF SECTION++

Schedule of Values Section 01026-1

SECTION 01026

SCHEDULE OF VALUES

A. The Preliminary Schedule of Values is an itemized list that establishes the value or cost of each major part of the Work and the division of Work between CONTRACTOR and subcontractors.

B. The Preliminary Schedule of Values shall include all items of Work in the Contract Documents.

C. The Schedule of Values is a detailed itemized list that establishes the value or cost of each detailed part of the Work. It and the Progress Schedule updates specified in Section 01310, Progress Schedule, shall be used as the basis for preparing progress payments. The Schedule of Values may be used as a basis for negotiations, concerning additional work or credits, which may arise during the construction. Quantities and unit prices may be included in the schedule, when approved by or required by the OWNER.

D. The Preliminary Schedule of Values and Schedule of Values itemized list of Work, for each major part of the Work and division of Work shall be grouped under the following index areas:

1. Slide Rock State Park Wastewater Infrastructure Upgrades

a. General Conditions

b. Site Work

c. Demolition

d. Provide and install Temporary Construction Fencing

e. Provide and install Lift Station Upgrades

f. Provide and install WWTP Upgrades

g. Provide and install MBR Equipment Building Upgrades

h. Provide and install Holding Tank, Valve Vault and Retaining Wall

i. Provide and install 2-inch Water Distribution and Overflow Lagoon Piping, Valves and

Appurtenances

j. Provide and install electrical and instrumentation equipment

2. Slide Rock State Park Potable Water Storage Tank Upgrades

a. General Conditions

b. Site Work

c. Demolition

1.2 PREPARATION

A. The Preliminary Schedule of Values:

1. Preliminary Schedule shall show all Work under the index areas listed in Paragraph 1.1.D.

2. Preliminary Schedule of Values shall show the division of Work between CONTRACTOR and subcontractors by two methods, one for each Section of the Specifications and also one for each structure.

3. Preliminary Schedule of Values shall show breakdown of labor, materials equipment and other costs used in preparation of the Bid for CONTRACTOR and subcontractors.

Schedule of Values Section 01026-2

4. Costs shall be in sufficient detail to indicate separate amounts for each Section of the Specifications and each structure.

5. CONTRACTOR may include an item for bond, insurance, and temporary facilities.

6. Preliminary Schedule of Values shall be prepared on 8-1/2-inch by 11-inch white paper.

7. Use Table of Contents of the Specifications as basis for Preliminary Schedule of Values format and identify each item with number and title in the Table of Contents. Also, use each structure as basis for Schedule of Value format. List sub-items of major products or systems, as appropriate or when requested by OWNER.

8. When requested by OWNER, support values with data that will substantiate their correctness.

9. The sum of the individual values shown on the Schedule of Values shall equal the total

Contract Price.

10. Each item shall include a directly proportional amount of CONTRACTOR’S overhead and profit.

B. The Schedule of Values:

1. Schedule of Values shall show breakdown of quantities, labor, materials, equipment, and other costs used in preparation of the Bid for each item in the Schedule of Values.

2. Schedule of Values shall show all Work under the index areas listed in Paragraph 1.1.D. and shall show breakdown by Task.

3. Costs shall be prepared by two methods, one for each section of the specifications and one for each structure. They shall be in sufficient detail to indicate separate amounts for each Section of the Specifications and subsections therein and also separate amounts for each structure.

Amounts shall be included for each type of work specified, in a manner approved by the

OWNER.

4. Fifteen percent (15%) of the total cost of each item is allotted to the cost of Shop Drawing preparation, Operation and Maintenance Manuals, Testing and Training. This amount will be released upon approval, by the OWNER, three percent (3%) is apportioned to Testing and four percent (4%) each to the remaining items.

5. Schedule of Values shall be prepared on 8-1/2-inch by 11-inch white paper.

6. Use Table of Contents of the Specifications and the form included with Section 01300, Submittal, as basis for Schedule of Values format and identify each item with number and title in the Table of Contents. Also, use each structure as basis for schedule format. List sub-items of major products or systems, as appropriate or when requested by OWNER.

7. When requested by OWNER, support values with data that will substantiate their correctness.

8. The sum of the individual values shown on the Schedule of Values shall equal the total

Contract Price.

9. Each item shall include a directly proportional amount of CONTRACTOR’S overhead and profit.

10. Schedule shall show the purchase and delivery costs for materials and equipment that

CONTRACTOR anticipates he shall request payment for prior to installation.

11. The Schedule of Values shall be prepared to a level of detail equal to or greater than required by the Supplemental Conditions.

12. The Schedule of Values shall be coordinated with the Resource/Cost Loading of the Progress

Schedule provided in Section 01310, Progress Schedule.

1.3 SUBMITTAL

A. Submit two copies of the Preliminary Schedule of Values to OWNER for review within ten (10) days after the Effective Date of the Agreement.

Schedule of Values Section 01026-3

B. Submit two copies of the Schedule of Values to OWNER for review within thirty (30) days after the Effective Date of the Agreement.

PART 2 --PRODUCTS (NOT USED)

Cutting and Patching Section 01045-1

SECTION 01045

CUTTING AND PATCHING

PART 1 - GENERAL

1.1 DESCRIPTION

A. This Section includes all cutting and patching of all Work under construction, completed Work and existing facilities in order to accommodate the coordination of work, install other work, uncover Work for access, inspection or testing, or similar purposes.

"Demolition Work" is specified elsewhere. Execute all cutting and patching, including excavation, backfill and fittings required to:

1. Remove and replace defective Work or Work not conforming to requirements of the Contract Documents.

2. Remove samples of installed Work, as required for testing.

3. Remove all constructions required to provide for specified alteration or addition to existing work.

4. Uncover Work to provide for OWNER’S observation of covered Work or observation by regulatory agencies having jurisdiction.

5. Connect to completed Work that was not accomplished in the proper sequence.

6. Remove or relocate existing utilities and pipes which obstruct the Work in locations where connections shall be made.

7. Make connections or alterations to existing or new facilities.

B. Restore all existing work to a state equal to that existing prior to cutting and restore Work to the standards of these Specifications.

C. Submittals:

1. Prior to cutting, which may affect integrity and design function of Project, or

OWNER’S operations, submit written notice to OWNER requesting consent to proceed with cutting, including:

a. Identification of Project.

b. Description of affected Work of CONTRACTOR and work of others.

c. Necessity for cutting.

d. Effect on other work and on structural integrity of Project.

e. Description of proposed Work. Designate:

1) Scope of cutting and patching.

2) CONTRACTOR, SUBCONTRACTOR or trade to execute

Work.

3) Products proposed to be used.

4) Extent of refinishing.

5) Schedule of operations.

f. Alternatives to cutting and patching, if any.

g. Designation of party responsible for cost of cutting and patching.

Cutting and Patching Section 01045-2

2. Should conditions of Work, or schedule, indicate change of materials or methods, submit written recommendation to OWNER, including:

a. Conditions indicating change.

b. Recommendations for alternative materials or methods.

c. Submittals, as required for substitutions.

3. Submit written notice to OWNER, designating time Work will be uncovered, to provide for observation. Do not begin cutting or patching operations until authorized by OWNER.

D. Provide shoring, bracing and support, as required to maintain structural integrity of Project and protect adjacent Work from damage during cutting and patching.

E. Conform to all applicable Specifications for application and installation of materials used for patching.

Connections to Existing Facilities Section 01046-1

SECTION 01046

CONNECTIONS TO EXISTING FACILITIES

A. Perform all construction necessary to complete connections and tie-ins to existing facilities.

B. Keep existing facilities in operation, unless otherwise specifically permitted in these

Specifications or approved by OWNER and AZ State Parks.

C. CONTRACTOR shall perform all construction activities so as to avoid interference with the work of others.

1.2 SEQUENCING AND OPERATIONS

A. All operations of existing valves that are required for the Work shall be done by AZ State

Parks.

B. Insofar as possible, all equipment shall be tested and in operating condition before the final tie-ins are made to connect equipment to the existing facility.

C. CONTRACTOR shall carefully coordinate all Work and schedules and shall provide

OWNER written notice, at least 96 hours, before shut-downs or by-passes are required.

1.3 SUBMITTAL

A. Submit detailed schedule of proposed connections, including tie-ins.

Coordination with Owner’s Operations Section 01047-1

SECTION 01047

COORDINATION WITH OWNER’S OPERATIONS

A. The intent of this Section is to define coordination efforts that are required between the CONTRACTOR and the OWNER’S operations group.

B. The Work is specified under Section 01010, Summary of Work.

C. The CONTRACTOR is responsible for coordinating the work with the OWNER and

ENGINEER. The CONTRACTOR shall coordinate a Maintenance of Plant Operations (MOPO) Plan with the OWNER and ENGINEER.

D. The CONTRACTOR shall not shut-off or disconnect any operating system of the site, unless approved by the OWNER, in writing. All equipment operations and shutdowns shall be executed by the OWNER, unless otherwise noted. The CONTRACTOR shall seal OWNER operated gates and valves to prevent unnecessary leakage. After CONTRACTOR’S Work has been completed, remove the seal to the satisfaction of the OWNER.

E. This Section of the Specifications contains several references to equipment, piping, material and appurtenances to be removed or reinstalled. Refer to the Drawings and other applicable Specification Sections, for definition of the equipment, piping, material and appurtenances to be removed, turned over to the OWNER and stored on site, or to become the property of CONTRACTOR and removed from the site.

1.2 GENERAL CONSTRAINTS

A. The following constraints shall be applied to all equipment and appurtenant utility systems on the plant site.

1. Safety Barriers: Place safety barriers around unsafe areas located around operational areas accessible to State Personnel.

2. Storm drainage: Storm drainage on the site shall be operational at all times, unless otherwise specified below.

3. Power, Light and Communication Systems: Electric power, lighting service and communication systems shall be maintained in uninterrupted operation in all areas, unless otherwise specified below.

4. It is CONTRACTOR’s responsibility to maintain a clean and dry Work area by pumping and properly disposing of all washdown and cleaning water and stormwater that accumulates in the Work areas.

5. Draining Process Pipes and Conduits:

a. Unless otherwise specified, the contents of pipes and conduits undergoing modifications shall be transferred to a vactor truck using hoses, piping, pumps, or other applicable means.

b. If a drain is not available on the pipe to be drained, then a wet tap shall be made by CONTRACTOR using a tapping saddle and valve approved by the ENGINEER. No uncontrolled spillage of a pipe’s contents shall be allowed.

Coordination with Owner’s Operations Section 01047-2

c. Any spillage shall be brought to the ENGINEER’S attention immediately in writing.

Wash down any spillage to floor drains, sumps and sump pump discharge piping and then flush out the system to prevent clogging and septic odors. If spillage is not suitable for drainage system, e.g. chemical spills, etc, as determined by the ENGINEER, remove spillage by other method such as Vactor truck, as approved by the ENGINEER.

6. Temporary Security Fencing: Provide temporary fencing to extents shown on plans.

7. Dead End Valves or Pipe: Provide blind flanges on all valves or pipes which dead-end a line on a temporary or permanent basis. Blind flanges shall be braced and blocked, as required or as directed by the ENGINEER in the field.

1.3 SHUTDOWN

A. General: Shutdown of the plant or process will not be allowed.

B. General: Plant operations and performance must be maintained throughout construction.

System shutdowns shall not exceed one hour per 24 hour period, and must be coordinated in advance with City Inspector.

1.4 PROGRAMMING, START-UP AND COMMISSIONING

A. General: Start-up and Commissioning shall be defined as the when the OWNER will commence with the seeding and start-up of the facility.

B. Programming: The CONTRACTOR shall be responsible to coordinate with the OWNER to ensure all programming in accordance with the specifications is completed, tested, and debugged in advance of Commissioning.

C. Start-up and commissioning shall be in accordance with Section 01810, Commissioning.

1.5 OVERTIME

A. All overtime Work by CONTRACTOR necessary to conform to the requirements of this Section shall be performed by CONTRACTOR, at no additional cost to the OWNER and shall be performed in accordance with the General Conditions. Make no claims for extra compensation as a result thereof.

1.6 MAINTENANCE OF PLANT OPERATIONS SCHEDULE

A. In order to maintain a continuous plant operation during construction, a Maintenance of Plant Operations (MOPOs) Schedule is included at the end of this Section.

B. Within each MOPO item’s procedural steps, time and scheduling constraints and milestone dates may be outlined and are intended to assist CONTRACTOR in developing a sequence of Work and timing in order to maintain continuous operation of the plant.

C. CONTRACTOR shall develop a detailed description of the complete sequence of construction for all the MOPO events contained herein. The sequences shall be submitted to the ENGINEER for review and approval seven days following the Notice to Proceed.

Coordination with Owner’s Operations Section 01047-3

D. The procedures contained herein were developed based upon available information. This list does not address all required tie-ins, but only those anticipated to be of significant impact to bypass operations.

E. CONTRACTOR is required to make all tie-ins, connections, and replacements necessary to perform the Work.

ADOA

MAINTENANCE OF OPERATIONS PLAN

Item Description Duration Responsible Party WWTP and LS MOPO- Items 1 through 6 1 Contractor shall submit SOP that will include the following items for review and approval by the OWNER and ENGINEER:

- Responsibility of all stakeholders

(CONTRACTOR, SUB-CONTRACTOR,

ENGINEER, and OWNER)

- Durations of all shutdowns.

- Line by line sequence of activities and duration of install indicating responsible parties.

16 days prior to work

CONTRACTOR

2 Contractor to vactor out, empty, clean and wash out existing lift station wetwell. Removal of sewage from the existing wetwell must be maintained during the entire shutdown period until the work is complete.

Contractor shall provide minimum 3,5000 gallon capacity septic pumper truck to pump down the existing wetwell. The Contractor shall coordinate with Owner on acceptable location for the pumper truck wastewater disposal. During this time the inlet lines to the lift station shall be plugged to prevent flow into the wetwell. Contractor to demolish and remove existing lift station submersible pumps, guiderails and all related piping and appurtenances as indicated on design plans.

Contractor to perform work during low park season and low demand to allow for a full shutdown of system to perform the work with proper advance notice to the Park. Contractor to start work when park closes and work through the night to demolish existing and install new equipment in next item. Restrooms shall be out of service to allow for work. Contractor shall be responsible for surface preparation where new pumps are to be mounted. Contractor to provide temporary bypass pumping as needed to keep park in operation if work exceeds 1 day.

1 day CONTRACTOR

3 Once Item 2 is complete and existing pumps are removed, Contractor to install new pumps, guiderail system and pump discharge piping in accordance with design plans. The new pump discharge piping shall be connected to the existing forcemain prior to operation of

CONTRACTOR

Coordination with Owner’s Operations Section 01047-4

ADOA

Slide Rock State Park Wastewater Infrastructure and Potable Water Storage Tank Upgrades

MAINTENANCE OF OPERATIONS PLAN

Item Description Duration Responsible Party the lift station.

4 Once installed, pump manufacturer representative shall perform their startup services, commissioning and pump testing. Testing shall be accepted by Owner before bringing new lift station into operation

1 day CONTRACTOR

5 The lift station can be returned to service and Owner and Contractor shall visually inspect the new connection and verify there are no leaks.

6 To minimize WWTP shutdown, WWTP improvements can be done concurrently with lift station improvements.

During planned shutdown Contractor to remove and replace anoxic mixer and ORP probe in place inside of the anoxic basin in WWTP.

MBR Equipment Building MOPO – Item 7 7 Contractor to remove and replace existing turbidimeter in place. Contractor to demolish and remove existing UV treatment system and protect in place grating and trench and provide new grating over areas previously uncovered. Contractor to demolish and remove existing wall fan and replace in accordance with design plans.

System can be kept in operation during these improvements. During low flow period, Contractor to add hard pipe connection from existing 2” PVC inlet and outlet to UV chamber as shown on Sheet M3.0 inside old UV system trench. Contractor to install new chlorine storage tank, piping and injection to new piping inside trench.

Holding Tank MOPO - Items 8 through 16 8 Contractor to install temporary site fencing and security gate.

9 Contractor to set up new electrical pad and equipment. CONTRACTOR

10 Contractor to maintain existing system in basement online. 11. Contractor to install new holding tank, valve vault, access hatches and below grade piping outside of tank from new tank to new connection points or as close to new connection points as possible without conflicting with the existing lines. Existing piping to remain online until ready to tie over to new tank operation. Contractor to install submersible pumps inside the holding tank and valves inside the valve vault.

11 Holding tank and valve vault to be leak tested with the use of water. Contractor shall supply water to fill the new tank. It is recommended that testing be done during low flow periods, as the existing equipment must maintain operation. During this time, the manufacturer’s

Coordination with Owner’s Operations Section 01047-5

ADOA

Slide Rock State Park Wastewater Infrastructure and Potable Water Storage Tank Upgrades

MAINTENANCE OF OPERATIONS PLAN

Item Description Duration Responsible Party representative shall perform their startup commissioning and pump testing services. Testing shall be accepted by Owner before continuing to the next steps.

12 Once holding tank is hydraulically tested and pumps are tested and Owner has accepted results, Contractor can tie in new piping from holding tank inside the basement location in accordance with connection detail 3 on sheet M7.0. New holding tank should now be in operation.

13 Contractor to install new screening wall and foundation. CONTRACTOR 14 Contractor to remove temporary construction fencing. CONTRACTOR 15 Contractor to replace sump pump inside basement. CONTRACTOR 16 Once new system is fully operational, Contractor to demolish and remove all equipment inside basement as needed and indicated on the design plans. Coordinate with Owner on items to salvage.

++ END OF SECTION ++

Field Engineering Section 01050-1

SECTION 01050

FIELD ENGINEERING

A. The OWNER will establish a base line for the Project and at least one bench mark for use by

CONTRACTOR. The OWNER and CONTRACTOR will coordinate the location of the bench marks and base line to suit the Work.

B. CONTRACTOR shall:

1. Provide civil, structural and other professional engineering services specified, or required to execute CONTRACTOR’S construction methods.

2. Develop and make all detail surveys and measurements needed for construction including slope stakes, batter boards, and all other working lines, elevations and cut sheets.

3. Provide all material required for bench marks, control points, batter boards, grade stakes, structure and pipeline elevation stakes, and other items.

4. Be solely responsible for all locations, dimensions and levels. No data other than written orders of the OWNER shall justify departure from the dimensions and levels required by the Contract Documents.

5. Safeguard all points, stakes, grade marks, monuments and bench marks made or established on the Work. Re-establish same with the exception of primary control monuments if disturbed and rectify all Work improperly installed because of not maintaining, not protecting or removing without authorization established points, stakes, marks and monuments.

6. Provide such facilities as may be necessary for the OWNER to check line and grade points placed by CONTRACTOR.

7. CONTRACTOR shall give notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the Work. If CONTRACTOR observes that the Contract Documents are at variance therewith, he shall promptly notify the OWNER, in writing.

1.2 CONTRACTOR'S FIELD ENGINEER

A. CONTRACTOR shall employ and retain at the site of the Work a field superintendent with the experience and capability of performing all engineering tasks required of CONTRACTOR.

Tasks included are:

1. Provide weekly reports of Project activity. Reports to be submitted to the OWNER with all pertinent information pertaining to the project as follows:

a. Major equipment and materials…