Wastewater Treatment Plant Electrical Generator Replacement and Hardening -Volume 1

City of Pembroke Pines

Wastewater Treatment Plant Electrical Generator Replacement and Hardening

April 2026

VOLUME 1 GENERAL REQUIREMENTS

TABLE OF CONTENTS

TABLE OF CONTENTS

SECTION 01000 - PROJECT DESCRIPTION

SECTION 01010 - CONTRACTOR SPECIAL CONDITIONS

SECTION 01100 - GENERAL REQUIREMENTS

SECTION 01015 - CUTTING AND PATCHING

SECTION 01020 - MODIFICATIONS TO EXISTING CONDITIONS

SECTION 01025 - MEASUREMENT AND PAYMENT

SECTION 01030 - REFERENCES

SECTION 01200 - APPLICATIONS FOR PAYMENT

SECTION 01210 - PROJECT MEETINGS

SECTION 01220 - CONSTRUCTION SCHEDULES

SECTION 01320 - SUBMITTALS

SECTION 01330 – SCHEDULE OF VALUES

SECTION 01350 - AUDIO/VIDEO PRE-CONSTRUCTION RECORD

SECTION 01360 – QUALITY CONTROL

SECTION 01370 – MATERIALS INSTALLATION AND TESTING

SECTION 01380 - CONTROL OF WORK

SECTION 01390 - TEMPORARY UTILITIES

SECTION 01400 - EXISTING UTILITIES

SECTION 01410 – PROTECTION OF EXISTING PROPERTY

SECTION 01420 - SECURITY

SECTION 01440 - TRAFFIC REGULATION

SECTION 01450 – PROJECT IDENTIFICATION SIGNS

SECTION 01470 - MATERIAL AND EQUIPMENT

SECTION 01480 - SUBSTITUTIONS

SECTION 01500 - CLEANING

SECTION 01720 - PROJECT RECORD DOCUMENTS

SECTION 01750 - CONTRACT CLOSEOUT

SECTION 01000 - PROJECT DESCRIPTION

PART 1 - GENERAL

1.01 DESCRIPTION OF WORK

A. The work includes the furnishing of all labor, materials, equipment, services and incidentals related to the replacement of one existing generator and the installation of one new generator at the existing space in the West Main Electrical Building – Generator Room located at the Pembroke Pines Wastewater Treatment Plant. The work shall include, but it is not limited to, demolition/removal of the existing generator, exhaust, silencer, interior fuel piping, day tank, removal of existing wires, etc. and the removal of the existing trailer-mounted generator and associated connection after the first new generator is fully operational and approved by the Engineer/Owner. A new master generator paralleling control panel shall be provided as per specification for generator paralleling function. The structural modifications include, but are not limited to, the removal of the louvers in the Generator Room, other generator attachments and support systems, and installing new louvers, generator silencer support system, new wall penetrations, new generator shroud, etc. The work also includes all associated mechanical, structural, instrumentation and control, electrical, and restoration of the Generator Room in conformance with the Contract Documents.

1.02 CONTRACTOR USE OF SITE

A. The CONTRACTOR shall limit his area of work to remain within those properties and easements as depicted in the CONTRACT DOCUMENTS or as approved in writing by the Owner.

B. CONTRACTOR’s use of lands other than those depicted in the Drawings shall require written approval from the land owner and be at the CONTRACTORs risk and cost.

1.03 LOCATION OF WORK

A. The work is located within the Waste Water Treatment Plant, 13975 Pembroke Rd, Pembroke Pines, FL 33027

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

3.01 OWNER OCCUPANCY

A. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

B. Schedule the Work to accommodate this requirement.

3.02 WORK BY OTHERS

A. The CONTRACTOR is advised that work by others may take place during the duration of the contract time. It shall be the CONTRACTOR's responsibility to coordinate and schedule all Work as not to delay or hinder his work or the work by others and the WWTP operations.

END OF SECTION

SECTION 01010 - CONTRACTOR SPECIAL CONDITIONS

1.01 SPECIFICATION INCLUDES

A. Demonstrating Work Experience – To be considered qualified for this project, the Contractor shall be required to demonstrate similar work experience to the City’s satisfaction including:

1. List of public utility clients in Florida where similar projects have been completed, including

a. Name,

b. Address,

c. Phone number and

d. Position of utility contact (a minimum of five);

e. Description of project.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

A. INVESTIGATION AND UTILITIES

1. CONTRACTOR shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities;

climatic conditions and seasons; physical conditions at the work-site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of CONTRACTOR to acquaint itself with any applicable conditions shall not relieve CONTRACTOR from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation.

2. CONTRACTOR shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub-Section

2.2 as the "Utilities". CONTRACTOR shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. CONTRACTOR shall schedule and coordinate its Work around any such relocation or temporary service interruption. CONTRACTOR shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work.

B. ADJACENT PROPERTY OWNER NOTIFICATION

1. The Contractor shall prepare a written notice to property owners adjacent to the project work site notifying them of the schedule of work affecting them and anticipated inconveniences they may expect. The notice shall meet the approval of the Engineer and be delivered to property owners at least 72 hours prior to construction adjacent to their property. This notice shall indicate the work to be performed, the time it will take to perform the work, and the time when the water service to the property owner will be disrupted.

3.02 DAILY REPORTS

A. Unless waived in writing by CITY, CONTRACTOR shall complete and submit to ENGINEER on a weekly basis a daily log of the CONTRACTOR's work for the preceding week in a format approved by the ENGINEER and CITY. The daily log shall document all activities of CONTRACTOR at the Project site including, but not limited to, the following:

1. Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work;

2. Soil conditions which adversely affect the Work;

3. The hours of operation by CONTRACTOR's and SUBCONTRACTOR's personnel;

4. The number of CONTRACTOR's and SUBCONTRACTOR's personnel present and working at the Project site, by subcontract and trade;

5. All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time);

6. Description of Work being performed at the Project site;

7. Any unusual or special occurrences at the Project site;

8. Materials received at the Project site;

9. A list of all visitors to the Project site; and

10. Any problems that might impact either the cost or quality of the Work or the time of performance.

11. The daily log shall not constitute nor take the place of any notice required to be given by CONTRACTOR to CITY or ENGINEER pursuant to the Contract Documents.

SECTION 01100 - GENERAL REQUIREMENTS

1.01 SPECIFICATION INCLUDES

This Section provides for miscellaneous provisions applicable to the WORK.

1.02 REFERENCE STANDARDS

A. Standards, Specifications, Codes, Laws, and Regulations

1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the CONTRACT

DOCUMENTS

2. The CONTRACTOR shall comply with the applicable standards codes and specifications governing the CONTRACT DOCUMENTS whether City, County, State or Federal. The CONTRACTOR is obligated to notify the OWNER and Engineer of any deficiency contained in the CONTRACT DOCUMENTS immediately upon discovery. Where conflicts exist in such, the more stringent shall govern.

1.03 DEFINED TERMS

A. Throughout the CONTRACT DOCUMENTS, the following definitions apply:

1. CONTRACTOR - The individual or entity with whom OWNER has entered into the Agreement.

2. CONTRACT DOCUMENTS - Those items so designated in the Agreement.

Only printed or hard copies of the items listed in the Agreement are CONTRACT DOCUMENTS. Approved Shop DRAWINGS, other CONTRACTOR’s submittals, and the reports and DRAWINGS of subsurface and physical conditions are not CONTRACT DOCUMENTS.

3. DRAWINGS - That part of the CONTRACT DOCUMENTS prepared or approved by Engineer which graphically shows the scope, extent, and character of the WORK to be performed by CONTRACTOR. Shop DRAWINGS and other CONTRACTOR submittals are not DRAWINGS as so defined.

4. ENGINEER – The Engineer of Record for the WORK.

5. GENERAL REQUIREMENTS - Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifications.

6. LAWS AND REGULATIONS; Laws or Regulations - Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction.

7. OWNER - The City of Pembroke Pines (CITY)

8. PROJECT - The total construction of which the WORK to be performed under the CONTRACT DOCUMENTS may be the whole, or a part.

9. SHOP DRAWINGS - All DRAWINGS, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the WORK.

10. SPECIFICATIONS - That part of the CONTRACT DOCUMENTS consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the WORK, and certain administrative requirements and procedural matters applicable thereto.

11. WORK - The entire construction or the various separately identifiable parts thereof required to be provided under the CONTRACT DOCUMENTS. WORK includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents.

1.04 SAFETY

A. The OWNER, nor the ENGINEER, shall not supervise, direct, or have control or authority over, nor be responsible for, CONTRACTOR’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the WORK. OWNER will not be responsible for CONTRACTOR’s failure to perform the WORK in accordance with the

CONTRACT DOCUMENTS.

B. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the WORK. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to:

1. All persons on the Site or who may be affected by the WORK;

2. All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and

3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction.

C. CONTRACTOR shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify OWNERs of adjacent property and of Underground Facilities and other utility OWNERs when prosecution of the WORK may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property.

1.05 APPLICABLE PERMITS AND LICENSES

A. The CONTRACTOR shall abide by all permit conditions, whether, general, specific, limited or otherwise. A copy of all OWNER-obtained permits and licenses are attached hereto and made a part of the CONTRACT DOCUMENTS.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 PRE-CONSTRUCTION RESPONSIBILITIES

A. Upon receipt of the Notice To Proceed, the CONTRACTOR shall arrange for a Pre- Construction meeting. The meeting shall be held with a minimum of one weeks’ notice and shall include the ENGINEER, the OWNER and Representatives for all affected utility companies. The following list may or may not be needed, is offered for the convenience of the CONTRACTOR and is subject to change:

COMPANY CONTACT TELEPHONE NUMBER

AT&T Florida Otis Keeve (954) 723-2540 Broward County Traffic Engineering

Bret Henderson (954) 847-2702

Copper Interconnect Bret Henderson (954) 847-2702 Fiber Optic Cable Robert Blount (954) 357-8242 Broward County Water & Wastewater

Eva Florian (954) 831-0916

Comcast Leonard Maxwell- Newbold

(954) 447-8405

FPL Distribution Carressa Jackson (305)-626-4661 FPL Transmission George Beck (561) 904-3604 FPL Fibernet Danny Haskett (305) 552-2931 XO Communications Tony Kowaleski (305) 924-6761 Sunshine State One Call (800) 432-4770 Broward Transit (954) 357-8300

3.02 TEMPORARY UTILITIES

A. The CONTRACTOR shall be responsible to arrange for and supply all temporary utilities including, but not limited to, water, sewer, drainage and electricity.

B. The cost of temporary utilities shall be considered incidental to the cost of the WORK and is therefore included in the Bid.

3.03 HURRICANE PREPAREDNESS PLAN

A. Should the performance of the WORK occur during Hurricane Season, within thirty days of the date of Notice to Proceed, the CONTRACTOR shall submit to the ENGINEER and OWNER a Hurricane Preparedness Plan. The plan should outline the necessary measures that the CONTRACTOR proposes to perform at no additional cost to the OWNER in case of a hurricane warning. The plan shall detail these measures with specific action items defining responsible personnel.

3.04 INCLEMENT WEATHER

A. In the event of inclement weather, or whenever ENGINEER shall direct;

CONTRACTOR will cause Subcontractor’s to protect carefully the WORK and materials against damage or injury from the weather. If, in the opinion of the ENGINEER, any portion of WORK or materials shall have been damaged or injured by reason of failure on the part of CONTRACTOR or any Subcontractor to so protect the WORK, such WORK and materials shall be removed and replaced at the expense of the CONTRACTOR.

3.05 PROTECTION OF WORK AND MATERIAL

A. During the progress of the WORK and up to the date of final payment, the CONTRACTOR shall be solely responsible for the care and protection of all work and materials covered by the Contract.

B. All work and materials shall be protected against damage, injury or loss from any cause whatsoever, and the CONTRACTOR shall make good any such damage or loss at his own expense.

3.06 CONTRACTOR USE OF PREMISES

A. CONTRACTOR shall have limited use of the premises for construction operations, including limited use of the site. The CONTRACTOR's use of the premises is further limited to the OWNER's right to perform construction operations with its own forces or to employ separate CONTRACTORs on portions of the project.

B. The CONTRACTOR shall be responsible for coordinating his daily activities in conjunction with any CONTRACTORs presently working within the vicinity of this project.

C. Confine operations to areas within City property, rights-of-way and easements.

D. Keep existing driveways and entrances serving the premises clear and available to the OWNER, Residents and the OWNER's employees at all times.

1. Do not use these areas for parking or storage of materials.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

3.07 DISPOSAL

A. Do not dispose of any unsuitable fill, hazardous or organic material onsite. All such material shall be disposed of in a legal manner by the CONTRACTOR, the cost of which shall be included in the Bid.

3.08 ENVIRONMENTAL PROTECTION

A. Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result.

3.09 ADJUSTMENT OF EXISTING UTILITIES

A. The CONTRACTOR shall raise or lower all manholes, valve boxes, etc. to finished grade. The cost of these adjustments shall be considered incidental to the cost of the WORK and is therefore included in the Bid.

3.10 EXISTING IRRIGATION

A. All existing irrigation systems within the area of the WORK shall be restored to original condition or better and adjusted to finished grade. The cost of repairs and/or adjustment to existing irrigation shall be considered incidental to the cost of the WORK and is therefore included in the Bid.

3.11 DEWATERING

A. In accordance with SFWMD criteria contained in 40E-2.061 F.A.C., a dewatering permit is not required provided the following provisions are met:

1. Maximum daily pumpage is less than 5 million gallons (MG) and a maximum total project pumpage of less than 100 MG over a one year period;

2. All discharge shall remain on the project site;

3. No dewatering shall occur to a depth below elevation 0.0 feet NGVD within 1,000 feet of saline water, except when dewatering water with a chloride concentration of greater than 1,000 milligrams per liter;

4. No dewatering shall occur within 100 feet of a wastewater treatment plant rapid-rate land application system permitted under Part IV of Chapter 62- 610, F.A.C.;

5. No dewatering shall occur within 1,000 feet of a known landfill or contamination; and,

6. No dewatering shall occur within 1,000 feet of a freshwater wetland unless dewatering activities are completed within 60 days.

7. All dewatering operations are subject to the Permit Conditions in Section 5.0 of the SFWMD APPLICANT’S HANDBOOK FOR WATER USE PERMIT APPLICATIONS (07-16-2014), including responsibility for mitigating any harm that may occur as a result of the dewatering to existing legal uses, off-site land uses, or natural resources.

B. The CONTRACTOR shall apply for a dewatering permit through the SFWMD if any of the above conditions cannot be met.

3.12 DEMOLITION

A. Limits of demolition which may be shown in the CONTRACT DOCUMENTS are general in nature. Actual limits of demolition shall be as determined by the field conditions in conformance with the requirements of the WORK.

B. All sidewalks within the limits of construction which are not ADA compliant (cross-slopes which exceed 2% and/or running slopes which exceed 5% and/or changes in level of ¼” or greater) shall be demolished and reconstructed to meet these requirements.

C. When sidewalk tie-ins exist outside the limits of construction which are not ADA compliant, the CONTRACTOR shall replace those sections as directed by the

OWNER.

SECTION 01015 - CUTTING AND PATCHING

1.01 DESCRIPTION

A. CONTRACTOR shall be responsible for all cutting, fitting and patching required to complete the WORK or to:

1. Make its several parts fit together properly.

2. Uncover portions of the WORK to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to requirements of CONTRACT

DOCUMENTS.

5. Remove samples of installed work as specified for testing.

6. Investigate subsurface conditions or utilities.

1.02 SUBMITTALS

A. Submit a written request to the ENGINEER in advance of executing any cutting or alteration which affects:

1. Work of the OWNER or any separate CONTRACTOR.

2. Structural value or integrity of any element of the Project.

3. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems.

4. Efficiency, operational life, maintenance or safety of operational elements.

5. Visual qualities of sight-exposed elements.

B. Request shall include:

1. Identification of the Project.

2. Description of affected work.

3. The necessity for cutting, alteration or excavation.

4. Effect on WORK of OWNER or any separate CONTRACTOR, or on structural or weatherproof integrity of Project.

5. Description of proposed work:

a. Scope of cutting, patching, alteration, or excavation.

b. Trades who will execute the work.

c. Products proposed to be used.

d. Extent of refinishing to be redone.

6. Alternatives to cutting and patching.

7. Cost proposal, when applicable.

8. Written permission of any separate CONTRACTOR whose work will be affected.

C. Submit written notice to the ENGINEER designating the date and the time work will be uncovered.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Comply with specifications and standards for each specific project involved.

PART 3 - EXECUTION

3.01 INSPECTION

A. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting or patching.

B. After uncovering work, inspect conditions affecting installation of Products, or performance of work.

C. Report unsatisfactory or questionable conditions to the ENGINEER in writing; do not proceed with work until the ENGINEER has provided further instructions.

3.02 PREPARATION

A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work.

B. Provide devices and methods to protect other portions of Project from damage.

C. Provide protection from elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water.

3.03 PERFORMANCE

A. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs.

B. Execute cutting methods which will prevent settlement or damage to other work.

C. Employ original Installer or Fabricator to perform cutting and patching for:

1. Weather-exposed or moisture-resistant surfaces.

2. Sight-exposed finished surfaces.

D. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes.

E. Restore work which has been cut or removed; install new products to provide completed Work in accord with requirements of CONTRACT DOCUMENTS.

F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces.

G. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes:

1. For continuous surfaces, refinish to nearest intersection.

2. For an assembly, refinish entire unit.

SECTION 01020 - MODIFICATIONS TO EXISTING CONDITIONS

1.01 DESCRIPTION

A. Furnish all labor, materials, equipment and incidentals required to modify, alter and convert existing structures as shown or specified and as required for the installation of new mechanical equipment, piping and appurtenances. Existing piping and equipment shall be removed, salvaged, abandoned or dismantled as necessary for the performance of the WORK.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 GENERAL

A. The CONTRACTOR shall cut, repair, reuse, excavate, demolish or otherwise remove parts of the existing structures or appurtenances, as indicated on the DRAWINGS or specified herein or necessary for the performance of the WORK.

B. The above work shall include the cutting of grooves and chases in existing masonry to permit the proper bonding of new masonry to old, repainting of existing masonry, the drilling of holes into bolts, or other appurtenances, and the cutting of holes in masonry for the installation of pipe, conduits, and other appurtenances. The work shall include all necessary cutting and bending of reinforcing steel, structural steel, or miscellaneous metal work found embedded in the existing structures.

C. Blasting with explosives will not be permitted to complete any work under this Contract.

D. Care shall be taken not to damage any part of existing buildings, foundations and exterior structures both below and above ground.

E. No existing structure, equipment, or appurtenance shall be shifted, cut, removed, or otherwise altered except with the express approval of and to the extent approved by the ENGINEER.

F. When removing materials or portions of existing structures and when making openings in walls and partitions, the CONTRACTOR shall take all precautions and use all necessary barriers and other protective devices so as not to damage the structures or contents by falling or flying debris and not to damage the structures from excavation or undermining of existing structural supports, beams, footings, columns or any structural member.

G. Materials and equipment removed in the course of making alterations and additions shall remain the property of the OWNER, except that items not salvageable, as determined by the ENGINEER and the OWNER shall become the property of the CONTRACTOR to be disposed of by him off the site of the work at his own place of disposal. The CONTRACTOR shall assist the OWNER in loading and hauling of salvageable materials within the City limits of the project.

H. All work of altering existing structures shall be done at such time and in such manner as will comply with the approved time schedule. So far as possible before any part of the work is started, all tools, equipment, and materials shall be assembled and made ready so that the work can be completed without delay.

I. All workmanship and new materials involved in constructing the alterations shall conform to the General Specifications for the classes of work in so far as such specifications are applicable.

J. All cutting of existing masonry or other material to provide suitable bonding to new work shall be done in a manner to meet the requirements of the respective section of these specifications covering the new work. When not covered, the work shall be carried on in the manner and to extent directed by the ENGINEER.

K. Where holes in existing masonry are required to be sealed, unless otherwise herein specified, they shall be sealed with cement mortar or concrete. The sides of the openings shall be provided with keyed joints and shall be suitably roughened to furnish a good bond and make a watertight joint. All loose or unsound material adjacent to the opening shall be removed and, if necessary, replaced with new material. The method of placing the mortar seal shall provide a suitable means of releasing entrapped air.

L. Surfaces of seals visible in the completed work shall be made to match as nearly as possible the adjacent surfaces.

M. Non-shrink grout shall be used for setting wall castings, sleeves, leveling pump bases, doweling anchors into existing concrete and elsewhere as shown.

N. Operating equipment shall be thoroughly cleaned and then lubricated and greased for protection during prolonged storage.

O. The CONTRACTOR shall provide flumes, hoses, piping, etc. to divert or provide suitable plugs, bulkheads or other means to hold back the flow of wastewater, water or other liquids, all as required in the performance of the work under this Contract.

3.02 SALVAGE

A. Any existing equipment or material, including but not limited to, motors, electrical components or controls,, pipes, fittings, couplings, etc., which is removed or replaced as a result of construction under this project may be designated as salvage by the ENGINEER or OWNER, and. if so, shall be removed or excavated, if necessary, and delivered to the OWNER at a location directed by the OWNER. Any equipment or material not worthy of salvaging, as directed by the OWNER, shall be disposed of by the CONTRACTOR at a suitable location.

3.03 CONNECTING TO EXISTING PIPING AND EQUIPMENT

A. The CONTRACTOR shall verify exact location, material, alignment, joint, etc. of existing piping and equipment prior to making the connections called out in the DRAWINGS. The verifications shall be performed with adequate time to correct any potential alignment or other problems prior to the actual time of connection.

B. The CONTRACTOR shall dismantle and remove all existing equipment, piping and other appurtenances required, he shall cut existing pipelines for the purpose of making connections thereto. Anchor bolts for equipment and structural steel removed shall be cut off one inch below the concrete surface. Surface shall be finished as specified in Division 3.

C. At the time that a new connection is made to an existing pipeline, additional new piping, extending to and including the most convenient new valve, shall be installed.

D. Where necessary or required for the purpose of making connections, the CONTRACTOR shall cut existing pipe lines in a manner to provide an approved joint.

Where required, he shall weld beads, flanges or provide Dresser Couplings, all as specified and required.

SECTION 01025 - MEASUREMENT AND PAYMENT

1.01 DESCRIPTION

A. This Section includes administrative and procedural requirements for determining Work completed under a Lump Sum format bid.

1.02 RELATED SECTIONS

A. Section 01200 – Applications for Payment

B. Section 01330 – Schedule of Values

C. Other Sections as applicable.

1.03 REFERENCE STANDARDS

A. Refer to Technical Specifications.

1.04 GENERAL REQUIREMENTS

A. Prices shall include all costs required for the completed, in-place construction of the specified unit of work. This may include but not be limited to, materials and delivery; cost of installation; incidentals; labor including social security, insurance, and other required fringe benefits; workman's compensation insurance; bond premiums; rental of equipment and machinery; taxes; testing; surveys; incidental expenses; and supervision.

B. Installation, acceptance and payment shall be in accordance with the Technical Specifications

C. The Owner reserves the right to reject the Contractor's measurement of completed work that involves use of established unit prices, and to have this Work measured by an independent surveyor acceptable to the Contractor at the Owner's expense.

D. Contract Sum adjustments will be by Change Order on basis of net accumulative change for each price category.

1. Except as otherwise specified, the approved Schedule of Values unit prices shall apply to both deductive and additive variations of quantities.

2. Unit prices in the approved Schedule of Values shall remain in effect until date of final completion of the entire Work.

E. Partial payment for material and equipment properly stored and protected will be made in accordance with requirements of the General Conditions.

F. Abbreviations:

1. Allowance - AL

2. Cubic Yard - CY

3. Each - EA

4. Furnish and Install - F & I

5. Gallons - GA

6. Linear Feet – LF

7. Lump Sum - LS

8. Square Foot – SF

9. Square Yard – SY

10. Ton - TN

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.01 MEASUREMENT AND PAYMENT

A. Payment shall constitute full compensation and will be made as indicated in the Technical Specifications and the RELATED SECTIONS.

B. The quantity approved for payment shall be either:

1. Percentage of the unit prices contained in the approved Schedule of Values as determined by the Engineer as of the date of the pay request submitted.

2. Measured Quantities - The actual quantities in-place and accepted as measured by the Engineer on the date of the pay request submitted in the units specified in the unit prices contained in the approved Schedule of Values.

C. Pay items which are not specifically mentioned in this section are to be considered incidental to construction and shall not require a separate line in the approved Schedule of Values.

3.02 PROTECTION

A. Where pavement, pipes, valves, appurtenances, trees, shrubbery, fences, other property or structures are in proximity to the WORK, adequate protection shall be provided. Such protection is considered incidental to construction and shall not be assigned to any pay item.

3.03 RESTORATION

A. Where pavement, pipes, utilities, valves, structures, appurtenances, trees, shrubbery, fences, other property or structures not designated as pay items, have been damaged, removed or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer. Such restoration is considered incidental to construction and shall not be assigned to any pay item.

3.04 TESTING

A. All testing costs shall be paid by the Owner.

PART 4 - BID ITEMS

4.01 MOBILIZATION/DEMOBILIZATION -

A. Payment will be made as a percentage of the lump sum contained in the approved Schedule of Values

B. Costs shall include all licenses, transportation, communications, offices, maintenance, project signs, and other incidental work or services or other miscellaneous administrative costs not specifically identified in the costs of other work under the Contract.

C. No further payment shall be made for remobilization unless all of the work is suspended by the Engineer for a period in excess of three months and through no fault to the Contractor.

D. The cost of mobilization and demobilization shall not exceed five percent (5%) of the contract price. The maximum allowable mobilization payment is 75% and the remaining 25% shall be for demobilization work.

4.02 BONDS AND INSURANCE

A. Payment shall be made based on a percentage of the lump sum contained in the approved Schedule of Values.

B. The cost shall include full compensation Performance and Payment Guaranty, Bonding, and Insurance as specified in the Contract Documents.

4.03 EXISTING GENERATOR

A. Payment shall be made based on a percentage of the lump sum(s) contained in the approved Schedule of Values.

B. The cost shall include all work associated with the existing generator and associated systems demolition. Scope of work is comprised of, but not limited to, removal of generator, day tank, electrical, exhaust silencers, and supports, etc.

4.04 NEW GENERATOR NO.1

A. Payment shall be made based on a percentage of the lump sum(s) contained in the approved Schedule of Values.

B. The cost shall include all work associated with the new Generator No.1 and associated supporting system, including but not limited to, day tank, battery charger, batteries, exhaust silencer, testing and startup, and fuel, etc.

4.05 NEW GENERATOR NO.2

A. Payment shall be made based on a percentage of the lump sum(s) contained in the approved Schedule of Values.

B. The cost shall include all work associated with the new Generator No.2 and associated supporting system, including but not limited to, day tank, battery charger, batteries, exhaust silencer, testing and startup, fuel, a master generator paralleling control panel, etc.

4.06 ELECTRICAL WORK

A. Payment shall be made based on a percentage of the lump sum(s) contained in the approved Schedule of Values.

B. The cost shall include all work associated with the electrical works, including but not limited to, grounding, wires, junction boxes, conduits, and removal of existing conduits and cables between west switchboard and trailer mounted generator, etc.

4.07 STRUCTURAL MODIFICATIONS

A. Payment shall be made based on a percentage of the lump sum(s) contained in the approved Schedule of Values.

B. The cost shall include all work associated with the Structural modification as shown on structural drawings and as illustrated and noted on associated specifications.

Scope of work is comprised of, but not limited to, removal and installation of louvers, concrete pads, exhaust silencers and supports, etc.

4.08 INSTRUMENTATION

A. Payment shall be made based on a percentage of the lump sum(s) contained in the approved Schedule of Values.

B. The cost shall include all work associated with the instrumentation as shown on instrumentation drawings and as illustrated and noted on associated specifications including but not limited to, new selector switch for Generator No.1 and No. 2, PLC programming and SCADA programming.

4.09 MISCELLANEOUS WORK

A. Payment shall be made based on a percentage of the lump sum(s) contained in the approved Schedule of Values.

B. All miscellaneous work does not include Base Items 01-01 through 01-08, including but not limited to, fuel piping, fuel alarm light modification, etc.

SECTION 01030 - REFERENCES

1.01 DESCRIPTION

A. Applicable Publications: Whenever in these specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the WORK is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the DRAWINGS shall be waived because of any provision of, or omission from, said standards or requirements.

B. Specialists, Assignments: In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the CONTRACTOR has no choice or option. These assignments shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the WORK; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. The final responsibility for fulfillment of the entire set of contract requirements remains with the CONTRACTOR.

1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS

A. Without limiting the generality of other requirements of the specifications, all work specified herein shall conform to or exceed the requirements of the REFERENCE SPECIFICATIONS, CODES AND STANDARD to the extent that the provisions of such documents are not in conflict with the requirements of these Specifications nor the applicable codes.

B. References herein to "Building Code" or “Code” shall mean the Florida Building Code. The latest edition of the code as approved and used at the local agency having jurisdiction, shall apply to the WORK herein, including, all addenda, modifications, amendments, or other lawful changes thereto.

C. Applicable Standard Specifications: The CONTRACTOR shall construct the Work specified herein in accordance with the requirements of the CONTRACT DOCUMENTS and the referenced portion of those referenced codes, standards, and specifications listed herein, and their referenced documents; except, that wherever references to "Standard Specifications" are made, the provisions therein for measurement and payment shall not apply.

D. In case of conflicts between codes, reference standards, DRAWINGS and other CONTRACT DOCUMENTS, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the ENGINEER for clarifications and directions prior to ordering or providing any materials or labor. The CONTRACTOR shall bid the most stringent requirements.

E. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations, including all changes and amendments thereto.

F. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

G. References and reference standards stated in the Technical Specifications shall supersede those references in this Section.

1.03 TRADE NAMES AND ALTERNATIVES THAT

A. For convenience in designation in the CONTRACT DOCUMENTS, materials to be incorporated in the WORK may be designated under a trade name or the name of a manufacturer and its catalog information. The use of alternative material which is equal in quality and of the required characteristics for the purpose intended will be permitted, subject to the following requirements:

1. The burden of proof as to the quality and suitability of such alternative equipment, products, or other materials shall be upon the CONTRACTOR.

2. The ENGINEER will be the sole judge as to the comparative quality and suitability of such alternative equipment, products, or other materials and its decisions shall be final.

3. Base Bid requirements outlined in the Supplement to Bid Form, shall supersede any language contained hereinafter.

B. Whenever in the CONTRACT DOCUMENTS the name or the name and address of the manufacturer or distributor is given for a product or other material, or if any other source of a product or material is indicated therefore, such information is given for the convenience of the CONTRACTOR only, and no limit, restriction, or direction is indicated or intended thereby, nor is the accuracy or reliability of such information guaranteed. It shall be the responsibility of the CONTRACTOR to determine the accurate identity and location of any such manufacturer, distributor, or other source of any product or material called for in the CONTRACT DOCUMENTS.

C. The CONTRACTOR may offer any material, process, or equipment which it considers equivalent to that indicated. Unless otherwise authorized in writing by the ENGINEER, the substantiation of offers of equivalency must be submitted within 30 days after execution of the Agreement. The CONTRACTOR, at its sole expense, shall furnish data concerning items it has offered as equivalent to those specified. The CONTRACTOR shall have the material as required by the ENGINEER to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the items will fulfill its intended function. Installation and use of a substitute item shall not be made until accepted by the ENGINEER. If a substitute offered by the CONTRACTOR is found to be not equal to the specified material, the CONTRACTOR shall furnish and install the specified material.

D. The CONTRACTOR'S attention is further directed to the requirement that failure to submit data substantiating a request for the substitution of an "or equal" item within said 30-day period after the execution of the Agreement, shall be deemed to mean that the CONTRACTOR intends to furnish one of the specific brand-named products named in the specification, and the CONTRACTOR does hereby waive all rights to offer or use substitute products in each such case. Wherever a proposed substitute product has not been submitted within said 30-day period, or wherever the submission of a proposed substitute product fails to meet the requirements of the specifications and an acceptable resubmittal is not received by the ENGINEER within said 30-day period, the CONTRACTOR shall furnish only one of the products originally-named in the CONTRACT DOCUMENTS.

1.04 ABBREVIATION

A. Wherever in these specifications references are made to the standards, specifications, or other published data of the various national, regional, or local organizations, such organizations may be referred to by their acronyms or abbreviation only. As a guide to the user of these specifications, the following acronyms and abbreviations which may appear in these specifications shall have the meanings indicated herein.

1.05 ABBREVIATIONS AND ACRONYMS

A. Abbreviations and acronyms contained in the CONTRACT DOCUMENTS may include, but not be limited to, the following:

AAMA Architectural Aluminum Manufacturer's Association AAR Association of American Railroads AASHTO American Association of the State Highway and

Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ACPA American Concrete Pipe Association

ACPPA American Concrete Pressure Pipe Association AFBMA Anti-Friction Bearing Manufacturer's Association, Inc.

AGA American Gas Association AGC Associated General CONTRACTORs AGMA American Gear Manufacturer's Association AHAM Association of Home Appliance Manufacturers AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Movement and Control Association ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA American Plywood Association API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association ASA Acoustical Society of America ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and

Air-Conditioning Engineers ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASPE American Society of Plumbing Engineers ASQC American Society for Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BBC Basic Building Code, Building Officials and Code

Administrators International BHMA Builders Hardware Manufacturers Association CBM Certified Ballast Manufacturers CEMA Conveyors Equipment Manufacturers Association CGA Compressed Gas Association CLPCA California Lathing and Plastering CONTRACTORs Association CLFMI Chain Link Fence Manufacturers Institute CMA Concrete Masonry Association CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DCDMA Diamond Core Drill Manufacturers Association DIPRA Ductile Iron Pipe Research Association

EIA Electronic Industries Association ETL Electrical Test Laboratories HI Hydraulic Institute ICBO International Conference of Building Officials IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IME Institute of Makers of Explosives IP Institute of Petroleum (London) IPC Institute of Printed Circuits IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America ISO International Organization for Standardization ITE Institute of Traffic Engineers MBMA Metal Building Manufacturers Association MPTA Mechanical Power Transmission Association MTI Marine Testing Institute NAAM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NBS National Bureau of Standards NCCLS National Committee for Clinical Laboratory Standards NEC National Electric Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NFPA National Forest Products Association NGLI National Grease Lubricating Institute NMA National Microfilm Association NRCA National Roofing CONTRACTORs Association NWMA National Woodwork Manufacturers Association NWWA National Water Well Association OSHA Occupational Safety and Health Administration PCA Portland Cement Association PCI Precast Concrete Institute PDI Plumbing and Drainage Institute RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturers Association SAE Society of Automotive Engineers SAMA Scientific Apparatus Makers Association SBC Southern Building Code Congress International, Inc. (SBCCI) SIS Swedish Standards Association SJI Steel Joist Institute SMA Screen Manufacturers Association SPR Simplified Practice Recommendation SSBC Southern Standard Building Code, Southern Building Code

Congress SSPC Steel Structures Painting Council

SSPWC Standard Specifications for Public Works Construction TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute UBC Uniform Building Code UL Underwriters Laboratories, Inc.

USGS United States Geological Survey WCLIB West Coast Lumber Inspection Bureau WCRSI Western Concrete Reinforcing Steel Institute WIC Woodwork Institute of California WPCF Water Pollution Control Federation WRI Wire Reinforcement Institute, Inc.

WWPA Western Wood Products Association

PART 2 - PRODUCTS (NOT USED)

SECTION 01200 - APPLICATIONS FOR PAYMENT

1.01 DESCRIPTION

A. Submit Applications for Payment to the ENGINEER in accordance with the schedule established by Conditions of the Agreement between OWNER and CONTRACTOR and the CONTRACT DOCUMENTS.

1.02 FORMAT AND DATA REQUIRED

A. Submit applications typed on forms provided by the OWNER (or forms provided by CONTRACTOR and agreed to by OWNER), Application for Payment, with itemized data typed on 8 1/2 inch x 14 inch white paper and continuation sheets.

B. Payment forms shall show significant detail to substantiate request.