City of Daytona Beach

LIFT STATION No. 45

IMPROVEMENTS

prepared for:

The City of Daytona Beach

125 Basin Street, Suite 131

Daytona Beach, Florida 32114 prepared by:

902 North Sinclair Avenue

Tavares, Florida 32778 Phone (352) 343-8481

Halff Contract No. 044787.002

February 2026

100% Submittal

CITY OF DAYTONA BEACH

LIFT STATION NO. 45 IMPROVEMENTS

SPECIFICATIONS

DIVISION ONE - GENERAL REQUIREMENTS

Section 01000 - Project Requirements Section 01025 - Measurement & Payment Section 01027 - Applications for Payment Section 01050 - Field Engineering Section 01070 - Abbreviations & Symbols Section 01100 - Special Project Procedures Section 01200 - Project Meetings Section 01310 - Progress Schedules Section 01340 - Shop Drawings, Work Drawings & Samples Section 01370 - Schedule of Values Section 01410 - Testing & Testing Laboratory Services Section 01500 - Temporary Facilities Section 01505 - Mobilization Section 01568 - Temporary Erosion and Sedimentation Control Section 01650 - Start-up & Demonstration Section 01700 - Contract Close-out Section 01710 - Cleaning Section 01720 - Project Record Documents Section 01730 - Operating & Maintenance Data Section 01740 - Warranties & Bonds

DIVISION TWO - SITE WORK/MATERIALS

Section 02050 - Demolition Section 02110 - Clearing, Grubbing and Stripping Section 02140 - Dewatering Section 02200 - Earthwork Section 02210 - Site Grading Section 02212 - Finish Grading Section 02220 - Excavation, Backfilling, and Grading Section 02822 - Solid Sodding Section 02830 - Chain Link Fence & Gates Section 02950 - Hot-mix Asphaltic Concrete Paving

DIVISION THREE - STRUCTURAL

Section 03100 - Concrete Formwork Section 03200 - Concrete Reinforcement Section 03250 - Concrete Joints and Joint Accessories Section 03300 - Cast-in-Place Concrete Section 03350 - Concrete Finishes Section 03600 - Grout Section 03740 - Modifications and Repair to Concrete

DIVISION ELEVEN - EQUIPTMENT

Section 11312 - Bypass Pumping Section 11317 - Submersible Wastewater Pumps

DIVISION FIFTEEN - MECHANICAL

Section 15062 - Ductile Iron Pipe and Fittings Section 15064 - Polyvinyl Chloride (PVC) Pipe and Fittings Section 15100 - Valves and Appurtenances Section 15110 - Check Valves Section 15116 - Valve Boxes Section 15117 - Plug Valves Section 15122 - Air Release and Vacuum Release Valves

END OF TABLE OF CONTENTS

Emma Booth Typewriter APPENDIX A - Geotechnical Investigation, Proposed Daytona Beach Lift Station #45, Flagg Street, Daytona Beach, Volusia County, Florida

01000-1

SECTION 01000

PROJECT REQUIREMENTS

PART 1 - GENERAL

1.01 DESCRIPTION

A. Scope of Work:

1. The Work to be done consists of the furnishing of all labor, materials, and equipment, and the performance of all Work included in this Contract.

2. Work Included:

a. The Contractor shall furnish all labor, superintendence, materials, plant power, light, heat, fuel, water, tools, appliances, equipment, supplies, and means of construction necessary for proper performance and completion of the Work. The Contractor shall obtain and pay for all necessary local building permits. The Contractor shall perform and complete the Work in the manner best calculated to promote rapid construction consistent with safety of life and property and to the satisfaction of the Engineer, and in strict accordance with the Contract Documents. The Contractor shall clean up the Work and maintain it during and after construction, until accepted, and shall do all Work and pay all costs incidental thereto. He shall repair or restore all structures and property that may be damaged or disturbed during performance of the Work.

b. The cost of incidental work described in these Project Requirements, for which there are no specific Contract Items, shall be considered as part of the general cost of doing the Work and shall be included in the prices for the various Contract Items. No additional payment will be made therefore.

c. The Contractor shall provide and maintain such modern plant, tools, and equipment as may be necessary, in the opinion of the Engineer, to perform in a satisfactory and acceptable manner all the Work required by this Contract. Only equipment of established reputation and proven efficiency shall be used. The Contractor shall be solely responsible for the adequacy of his workmanship, materials, and equipment, prior approval of the Engineer notwithstanding.

3. Public Utility Installations and Structures:

a. Public utility installations and structures shall be understood to include all poles, tracks, pipes, wires, conduits, vaults, manholes, and all other appurtenances and facilities pertaining thereto whether owned or controlled by the Owner, other governmental bodies, or privately owned by individuals, firms, or corporations, used to serve the public with transportation, traffic control, gas, electricity, telephone, sewerage, drainage, water, or other public or private property which may be affected by the Work shall be deemed included hereunder.

b. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface. These

01000-2 data are not guaranteed as to their completeness or accuracy and it is the responsibility of the Contractor to make his own investigations to inform himself fully of the character, condition, and extent of all such installations and structures as may be encountered and as may affect the construction operations.

c. The Contractor shall protect all public utility installations and structures from damage during the Work. Access across any buried public utility installation or structure shall be made to avoid any damage to these facilities. All required protective devices and construction shall be provided by the Contractor at his expense. All existing public utilities damaged by the Contractor shall be repaired by the Contractor, at his expense. No separate payment shall be made for such protection or repairs to public utility installations or structures.

d. Public utility installations or structures owned or controlled by the Owner or other governmental body which are shown on the Drawings to be removed, relocated, replaced, or rebuilt by the Contractor shall be considered as a part of the general cost of doing the Work and shall be included in the prices bid for the various Contract Items. No separate payment shall be made therefor.

e. Where public utility installations of structures owned or controlled by the

Owner or other governmental body are encountered during the course of the Work, and are not indicated on the Drawings or in the Specifications, and when, in the opinion of the Engineer, removal, relocation, replacement, or rebuilding is necessary to complete the Work under this Contract, such Work shall be accomplished by the utility having jurisdiction, or such Work may be ordered, in writing by the Engineer, for the Contractor to accomplish. If such work is accomplished by the utility having jurisdiction it will be carried out expeditiously, and the Contractor shall give full cooperation to permit the utility to complete the removal, relocation, replacement, or rebuilding as required. If such work is accomplished by the Contractor, it will be paid for as extra work as provided in the Agreement.

f. The Contractor shall, at all times in performance of the Work, employ acceptable methods and exercise reasonable care and skill so as to avoid unnecessary delay, injury, damage, or destruction of public utility installations and structures; and shall, at all times in the performance of the Work, avoid unnecessary interference with, or interruption of, public utility services, and shall cooperate fully with the owners thereof to that end.

g. The Contractor shall give written notice to Owner and other governmental utility departments and other owners of public utilities of the location of his proposed construction operations, at least 48-hours in advance of breaking ground in any area or on any unit of the Work.

h. The maintenance, repair, removal, relocation, or rebuilding of public utility installations and structures, when accomplished by the Contractor as herein provided, shall be done by methods approved by the owners of such utilities.

1.02 DRAWINGS AND PROJECT MANUAL

01000-3

A. Drawings: When obtaining data and information from the Drawings, figures shall be used in preference to scaled dimensions, and large-scale drawings in preference to small-scale drawings.

B. Supplementary Drawings:

1. When, in the opinion of the Engineer, it becomes necessary to explain more fully the Work to be done or to illustrate the Work further or to show any changes which may be required, drawings known as Supplementary Drawings, with specifications pertaining thereto, will be prepared by the Engineer, and the Contractor will be furnished one (1) complete set of reproducible black-line bond copies (24 inches by 36 inches) and one (1) reproducible copy of the Project Manual.

2. The Supplementary Drawings shall be binding upon the Contractor with the same force as the Contract Drawings. Where such Supplementary Drawings require either less or more than the estimated quantities of Work, credit to the Owner or compensation therefor to the Contractor shall be subject to the terms of the Agreement.

C. Contractor to Check Drawings and Data:

1. The Contractor shall verify all dimensions, quantities, and details shown on the

Drawings, Supplementary Drawings, schedules, Specifications, or other data received from the Engineer, and shall notify him of all errors, omissions, conflicts, and discrepancies found therein. Failure to discover or correct errors, conflicts, or discrepancies shall not relieve the Contractor of full responsibility for unsatisfactory work, faulty construction, or improper operation resulting therefrom, nor from rectifying such conditions at his own expense. He will not be allowed to take advantage of any errors or omissions, as full instructions will be furnished by the Engineer, should such errors or omissions be discovered.

2. All schedules are given for the convenience of the Engineer and the Contractor and are not guaranteed to be complete. The Contractor shall assume all responsibility or the making of estimates of the size, kind, and quality of materials and equipment included in work to be done under the Contract.

D. Specifications: The Technical Specifications consist of three (3) parts: General, Products, and Execution. The General part of a Specification contains General Requirements which govern the Work. The Products and Execution parts modify and supplement the General Requirements by detailed requirements for the Work and shall always govern whenever there appears to be a conflict.

E. Intent:

1. All Work called for in the Specifications applicable to this Contract, but not shown on the Drawings in their present form, or vice versa, shall be of like effect as if shown or mentioned in both. Work not specified in either the Drawings or in the Specifications, but involved in carrying out their intent or in the complete and proper execution of the Work, is required and shall be performed by the Contractor as though it were specifically delineated or described.

2. The apparent silence of the Specifications as to any detail, or the apparent omission from them of a detailed description concerning any work to be done and

01000-4 materials to be furnished, shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of the best quality is to be used, the interpretation of these Specifications shall be made upon that basis.

1.03 MATERIALS AND EQUIPMENT

A. Manufacturer:

1. All transactions with the manufacturers or subcontractors shall be through the

Contractor, unless the Contractor shall request and at the Engineer's option, that the manufacturer or subcontractor deal directly with the Engineer. Any such transactions shall not in any way release the Contractor from his full responsibility under this Contract.

3. Any two (2) or more pieces of material or equipment of the same kind, type, or classification, and being used for identical types of service, shall be made by the same manufacturer.

B. Delivery:

1. The Contractor shall deliver materials in ample quantities to ensure the most speedy and uninterrupted progress of the Work so as to complete the Work within the allotted time.

2. The Contractor shall also coordinate deliveries in order to avoid delay in, or impediment of, the progress of the work of any related Contractor.

C. Tools and Accessories:

1. The Contractor shall, unless otherwise stated in the Contract Documents, furnish with each type, kind, or size of equipment, one (1) complete set of suitably marked high grade special tools and appliances which may be needed to adjust, operate, maintain, or repair the equipment. Such tools and appliances shall be furnished in approved painted steel cases, properly labeled and equipped with good grade cylinder locks and duplicate keys.

2. Spare parts shall be furnished as specified herein and as recommended by the manufacturer necessary for the operation of the equipment, not including materials required for routine maintenance.

3. Each piece of equipment shall be provided with a substantial nameplate, securely fastened in place and clearly inscribed with the manufacturer's name, year of manufacture, serial number, weight, and principal rate data.

D. Service of Manufacturer's Engineer:

1. The Contract Prices for equipment shall include the cost of furnishing a competent and experienced engineer or superintendent who shall represent the manufacturer and shall assist the Contractor, when required, to install, adjust, test, and place in operation, the equipment in conformity with the Contract Documents.

01000-5

2. After the equipment is placed in permanent operation by the Owner, such engineer or superintendent shall make all adjustments and tests required by the Engineer to prove that such equipment is in proper and satisfactory operating condition, and shall instruct such personnel as may be designated by the Owner in the proper operation and maintenance of such equipment.

1.04 INSPECTION AND TESTING

A. General:

1. For tests specified to be made by the Contractor, the testing personnel shall make the necessary inspections and tests, and the reports thereof shall be in such form as will facilitate checking to determine compliance with the Contract Documents. Reports shall be submitted electronically to the City, and authoritative certification thereof must be furnished to the Engineer as a prerequisite for the acceptance of any material or equipment.

2. If, in the making of any test of any material or equipment, it is ascertained by the

Engineer that the material or equipment does not comply with the Contract Documents, the Contractor will be notified thereof, and he will be directed to refrain from delivering said material or equipment, or to remove it promptly from the site or from the Work and replace it with acceptable material, without cost to the Owner.

3. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance with the recognized test codes of the ANSI, ASME, or the IEEE, except as may otherwise be stated herein.

4. The Contractor shall be fully responsible for the proper operation of equipment during testing and instruction periods and shall neither have nor make any claim for damage which may occur to equipment prior to the time when the Owner formally takes over the operation thereof.

B. Costs:

1. All inspection and testing of materials furnished under this Contract will be provided by the Contractor, unless otherwise expressly specified.

2. The cost of shop and field tests of equipment and of certain other tests specifically called for in the Contract Documents shall be borne by the Contractor, and such costs shall be deemed to be included in the Contract Price.

3. Materials and equipment submitted by the Contractor as the equivalent to those specifically named in the Contract may be tested by the Owner for compliance.

The Contractor shall reimburse the Owner for the expenditures incurred in making such tests of materials and equipment which are rejected for non-compliance.

C. Certificate of Manufacture:

1. Contractor shall furnish to Engineer authoritative evidence in the form of a certificate of manufacture that the materials to be used in the Work have been manufactured and tested in conformity with the Contract Documents.

01000-6

2. These certificates shall be notarized and shall include copies of the results of physical tests and chemical analyses, where necessary, that have been made directly on the product or on similar products of the manufacturer.

D. Shop Tests:

1. Each piece of equipment for which pressure, duty, capacity, rating, efficiency, performance, function, or special requirements are specified shall be tested in the shop of the maker in a manner which shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

2. Manufacturer's actual test data and interpreted results thereof, accompanied by a certificate of authenticity sworn to by a responsible official of the manufacturing company and/or independent laboratory, shall be submitted electronically to the Engineer for approval.

3. The cost of shop tests and of furnishing manufacturer's preliminary and shop test data of operating equipment shall be borne by the Contractor.

E. Start-up Tests:

1. As soon as conditions permit, the Contractor shall furnish all labor, materials, and instruments and shall make start-up tests of equipment.

2. If the start-up tests disclose any equipment furnished under this Contract which does not comply with the requirements of the Contract Documents, the Contractor shall, prior to demonstration tests, make all changes, adjustments, and replacements required. The furnishing Contractor shall assist in the start-up tests as applicable.

F. Demonstration Tests:

1. Prior to Contractor's request for a Substantial Completion inspection, all equipment and piping installed under this Contract shall be subjected to demonstration tests as specified or required to prove compliance with the Contract Documents.

2. The Contractor shall furnish labor, fuel, energy, water, chemicals, and all other materials, equipment, and instruments necessary for all demonstration tests, at no additional cost to the Owner. Contractor shall assist in the demonstration tests as applicable.

1.05 LINES AND GRADES

A. Grade:

1. All work under this Contract shall be constructed in accordance with the lines and grades shown on the Drawings, or as given by the Engineer. The full responsibility for keeping alignment and grade shall rest upon the Contractor.

2. Adjustments of grades shown on Drawings may be necessary to conform to actual field conditions or to maintain cover under proposed future grades. Such adjustments shall be considered part of the job conditions and no extra compensation will be allowed for such changes, except where specifically

01000-7 otherwise noted in the Drawings or Specifications. Such adjustments must be approved by the Engineer prior to being made.

3. The Engineer will establish bench marks and baseline controlling points.

Reference marks for lines and grades as the Work progresses will be located by the Contractor to cause as little inconvenience to the prosecution of the Work as possible. The Contractor shall so place excavation and other materials as to cause no inconvenience in the use of the reference marks provided. He shall remove any obstructions placed by him contrary to this provision.

B. Surveys:

1. The Contractor shall furnish and maintain, at his own expense, stakes and other such materials.

2. The Contractor shall check such reference marks by such means as he may deem necessary and, before using them, shall call the Engineer's attention to any inaccuracies.

3. The Contractor shall, at his own expense, establish all working or construction lines and grades as required from the reference marks set by the Engineer, and shall be solely responsible for the accuracy thereof. He shall, however, be subject to the check and review by the Engineer.

C. Safeguarding Marks:

1. The Contractor shall safeguard all points, stakes, grade marks, monuments, and bench marks made or established on the Work, bear the cost of re-establishing them if disturbed, and bear the entire expense of rectifying work improperly installed due to not maintaining or protecting or to removing without authorization such established points, stakes, and marks.

2. The Contractor shall safeguard all existing and known property corners, monuments, and marks adjacent to but not related to the Work and shall bear the cost of re-establishing them if disturbed or destroyed.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

01025-1

SECTION 01025

MEASUREMENT AND PAYMENT

1.01 GENERAL

A. The Contractor shall receive and accept the compensation provided in the Proposal and the Contract as full payment for furnishing all materials, labor, tools and equipment, for performing all operations necessary to complete the work under the Contract.

B. The prices stated in the proposal include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the work as shown on the Drawings and specified herein. The basis of payment for an item at the unit price shown in the proposal shall be in accordance with the description of that item in this Section.

C. The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price for completing the work in its entirety. Should the Contractor feel that the cost for any item of work has not been established by the Bid Form or Payment Items, he shall include the cost for that work in some other applicable bid item, so that his proposal for the project does reflect his total price for completing the work in its entirety.

D. Items required for the construction of the lift station not explicitly stated below shall be included in one of the line items below. No additional payment shall be made for items required for the construction of a complete and operable lift station.

1.02 MEASUREMENT

A. The quantities for payment under this Contract shall be determined by actual measurement of the completed items, in place, ready for service and accepted by the Owner, in accordance with the applicable method of measurement therefore contained herein. Project is a Lump Sum Project.

2.00 PRODUCTS

2.01 MOBILIZATION/ DEMOBILIZATION Bid Item 1

A. Payment for Mobilization/ Demobilization will be made at the contract lump sum price which price and payment shall be full compensation for initiating and ending the contract. Seventy-five percent (75%) of the lump sum will be payable when the CONTRACTOR is operational on the site and the remaining twenty-five percent (25%) of the lump sum will be payable when the CONTRACTOR leaves the site following the completion of all contract work, including final restoration of the site and impacted areas. For purposes of payment on this term, “Operational” shall mean the CONTRACTOR has provided all required and properly executed bonds and insurance certificates and the Owner has approved the following: Construction Schedule, Erosion Control Plan, Traffic Control Plan, Project Sign (and installed), Temporary Facilities, and Pre-Construction photographs/videos.

2.02 DEMOLITION Bid Item 2

A. Lump sum payment shall be made for the demolition, removal, abandonment, filling, and/or other work to existing facilities as shown on the plans and as required to complete the required

01025-2 work. Restoration, including fill required, shall be included. Demolished facilities shall be shown on the as-builts. City shall have right to all abandoned equipment. CONTRACTOR shall deliver to City or dispose of properly. CONTRACTOR is responsible for proper disposal of all removed materials.

2.03 MAINTENANCE OF TRAFFIC Bid Item 3

A. Payment for traffic control will be made at the contract lump sum price which price and payment shall be full compensation for the material, labor, equipment, and all other related work necessary to complete required traffic control during the period of construction affecting the flow of traffic within the project area or adjacent collector roads and highways. This item shall include the costs of preparing approved traffic control plans as well as the full cost of implementing the approved plans. For areas under County or State control, traffic control shall be provided in accordance with each entity’s requirements. Payment shall be made based on the percentage of the total construction cost completed.

2.04 TEMPORARY BYPASS PUMPING Bid Item 4

A. Lump sum payment will be made at the completion of the operational lift station for temporary bypass pumping. The bypass pumping system shall be duplex pumps, and each pump shall be capable of passing the flows with one unit on standby. Temporary systems shall be automatic float operated and switch over to standby, have cellular alarm notification, and have a noise level no greater than 70 dba at seven (7) meters.

2.05 LIFT STATION AND APPURTENANCES Bid Item 5

A. Lump sum payment will be made for the included work and is not necessarily limited to the following: Pump Station improvements and modifications including installing new wet well with an approved liner system, pumps, rails, top slab, discharge piping, valves, pressure piping, fittings existing and proposed pipe restraint, and appurtenances; Installation of all site and adjacent improvements noted on drawings, connection of new sanitary sewer, interior and exterior surface coatings; manhole/wall interface sealing, grouting, and leakage testing. All work required to construct, complete start-up testing and deliver a complete operational Pump Station without interruption of service and all other items necessary for a complete installation. This includes all materials, equipment and labor required to construct the station as shown on the plans and described in the specifications.

2.06 EMERGENCY GENERATOR AND FUEL TANK Bid Item 6

A. Lump sum payment shall be made for the installation of the stand-by generator, fuel tank, fuel piping and base slab as shown on the plans and described in the specifications.

CONTRACTOR shall obtain requisite electrical permits prior to commencement of work.

2.07 6" STAINLESS STEEL PIPE, AND FITTINGS Bid Item 7

A. Lump sum payment shall be made for the installation of the stainless steel piping, fittings and valves as shown on the plans and described in the specifications. Payment will be full compensation for furnishing all labor, materials, tools, and equipment necessary for the installation of the stainless steel piping, fittings, valves and adaptors including but not limited to stainless steel pipe, fittings, restraints, adapters, sleeves, pipe supports, pipe penetrations, cleaning and testing; and all incidental items for which payment is not provided under other items and as indicated on the Drawings.

01025-3

2.08 6" DUCTILE IRON PIPE AND FITTINGS Bid Item 8

A. Lump sum payment shall be made for the installation of the ductile iron piping, fittings and valves as shown on the plans and described in the specifications. Payment will be full compensation for furnishing all labor, materials, tools, and equipment necessary for the installation of the ductile iron piping, fittings, valves and adaptors including but not limited to epoxy lined ductile iron pipe, ductile iron fittings, restraints, adapters, sleeves, pipe supports, pressure gauge, air release valves, emergency pump out connection, pipe penetrations, , grout, painting, cleaning and testing; and all incidental items for which payment is not provided under other items and as indicated on the Drawings.

2.09 12” PLUG VALVES Bid Item 9

A. Payment will be made at the applicable unit price for the installation of the 12” plug valves as specified herein and as indicated on the Drawings.

2.10 10” PLUG VALVES Bid Item 10

A. Payment will be made at the applicable unit price for the installation of the 10” plug valves, as specified herein and as indicated on the Drawings.

2.11 6” PLUG VALVES Bid Item 11

A. Payment will be made at the applicable unit price for the installation of the 6” plug valves, as specified herein and as indicated on the Drawings.

2.12 10” CHECK VALVES Bid Item 12

A. Payment will be made at the applicable unit price for the installation of the 10” check valves, as specified herein and as indicated on the Drawings.

2.13 18" PVC GRAVITY SEWER Bid Item 13

A. Payment will be made at the applicable unit price for the cost of the sewer pipe. The sewer pipe measured for payment shall be the number of linear feet installed, measured along the center line of the pipe, as laid including fittings. Pipes shall be measured between centers of the manholes minus half the inside diameter of each manhole. Pipe installed into the manhole will not be measured for payment. The contract unit price per linear feet for sewer pipe shall be full compensation for all labor, materials, and equipment necessary to complete this work including sawcut, management, removal and disposal of pavement; excavation, dewatering, bedding, furnishing and installing pipe and fittings, making connections to new and existing manholes, installation of impervious material dams, backfill including aggregate base and subbase material, compaction, testing; light cleaning prior to each CCTV inspection; post-CCTV inspection of the sewer, providing video files, database, and written logs via electronic pdf copy;

maintaining existing flows during construction of new facilities, and all else incidental thereto for which payment is not provided under other items. Payment for this work on interim requisitions shall be according to the following percentages: Sewer Pipe acceptably set in place and backfilled – ninety percent (90%), Sewer Pipe successfully tested – ten percent (10%).

2.14 MANHOLE Bid Item 14

A. Lump sum payment shall be made for the installation of the manholes, as specified herein and as indicated on the Drawings. The contract unit price per manhole shall be full compensation for all labor, materials, and equipment necessary to complete this work including removal and

01025-4 disposal of pavement; excavation, dewatering, bedding, backfill including aggregate base and subbase material, compaction, testing, and all else incidental thereto for which payment is not provided under other items.

2.15 10" MAGNETIC FLOW METER Bid Item 15

A. Payment will be made at the applicable unit price for the installation of the magnetic flow meter, as specified herein and as indicated on the Drawings.

2.16 CONNECT TO EXISTING FORCE MAIN Bid Item 16

A. Lump sum payment shall be made for the cost of the “tie-in” performed. The unit price will be full compensation for all materials and labor required to satisfactorily accomplish this item as detailed in the plans and specifications. A tie-in is described as making a connection to an existing main.

2.17 WATER SERVICE Bid Item 17

A. Payment will be made at the applicable unit price for the furnishing and installation of the water service. Payment will be full compensation for furnishing all labor, materials, tools, and equipment necessary for the installation of the water service, including pipe, fittings, valves curb stops, backflow preventers, earth excavation, dewatering, sheeting, backfill, locating and verifying locations of water services to be connected to; for making all connections to existing services; for cleaning, testing and disinfecting; buried utility markings and location tape, removal and disposal of existing water service, placement of common borrow, compaction and all incidental items for which payment is not provided under other items and as indicated on the Drawings. Payment for this work on interim requisitions shall be according to the following percentages: Water Pipe acceptably set in place and backfilled – eighty-five percent (85%), Water Pipe successfully cleaned and tested – ten percent (10%), Record drawing information including pipe inverts, ties to service locations – five percent (5%).

2.18 LINE EXISTING MANHOLE Bid Item 18

A. Lump sum payment shall be made for the lining of the existing manholes. Payment will be full compensation for furnishing all labor, materials, tools, and equipment necessary for the installation of the liner, as specified herein and as indicated on the Drawings.

2.19 EARTHWORK Bid Item 19

A. Lump sum payment shall be made for the earthwork, including excavation, dewatering, fill, compaction, and testing, as specified herein and as indicated on the Drawings.

2.20 ASPHALT PAVING Bid Item 20

A. Payment will be made at the applicable unit price for removal and replacement of existing pavement as shown on the plans, including asphalt, base, and subbase, compaction, and testing. The applicable unit price shall be full compensation for all labor, equipment and materials necessary to saw cut, remove and dispose of existing asphalt, recompact, and complete new concrete work in accordance with the plans and specifications.

2.21 CONCRETE PAVEMENT Bid Item 21

A. Payment will be made at the applicable unit price. The applicable unit price shall be full compensation for all labor, equipment and materials necessary to saw cut, remove and dispose of existing concrete, recompact, and complete new concrete work in accordance with the plans

01025-5 and specifications.

2.22 CHAIN LINK FENCE AND GATES Bid Item 22

A. Payment will be made at the applicable unit price for the installation of the fencing and gates.

Payment will be full compensation for furnishing all labor, materials, tools, and equipment necessary for the installation of perimeter fence, posts, gates (all types), slats, concrete, excavation of the post holes, dewatering, disposal of excess earth material, as specified herein and as indicated on the Drawings.

2.23 ELECTRICAL PANEL Bid Item 23

A. Lump sum payment shall be made for the installation of the Electrical panel equipment, including SCADA control panel, SCADA pole, and support foundations as shown on the plans and described in the specifications. Payment will be full compensation for furnishing all plant labor, materials, equipment, and electrical work to integrate and connect the new pump motors, lighting, control panels, junction boxes, cables, wiring, and miscellaneous components required to complete all electrical work in accordance with the contract plans, specifications, the National Electric Code and FBC. CONTRACTOR shall obtain requisite electrical permits prior to commencement of work.

2.24 RESTORATION Bid Item 24

A. At the completion of construction, lump sum payment shall be made for site restoration to provide positive drainage, acceptable finish grades, driveway, concrete, rock, gravel, etc. Sod shall match existing materials or as called out within the plans and specifications. All pavement, sod, grading for a final site acceptable to the City and their project representative are included in this pay item.

01027-1

SECTION 01027

APPLICATIONS FOR PAYMENT

PART 1 - GENERAL

1.01 DESCRIPTION

A. Scope of Work: Submit Applications for Payment to the Engineer in accordance with schedule established by Conditions of the Contract and Agreement between Owner and Contractor.

B. Related Requirements Described Elsewhere:

1. Construction Progress Schedules: Section 01310.

2. Schedule of Values: Section 01370.

3. Contract Closeout: Section 01700.

4. Project Record Documents: Section 01720.

1.02 FORMAT REQUIRED

A. Submit applications for payment on the Application and Certificate for Payment Form which will be provided by the Engineer. The application shall consist of itemized data typed on 8-1/2 inch x 11 inch or 8-1/2 inch x 14 inch white paper continuation sheets.

B. Provide itemized data on continuation sheets of format, schedules, line items, and values specified on the Application and Certificate for Payment Form. The Contractor shall use the item descriptions and contract values included in schedule of values, approved and accepted by the Engineer as a basis for preparation of the Application for Payment Form.

1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

1. Fill in required information, including that for Change Orders executed prior to date of submittal of application.

2. Fill in percent complete for each activity and dollar values to agree with respective percents.

3. Execute certification with signature of a responsible officer of Contractor.

B. Continuation Sheets:

1. Fill in total list of all scheduled component items of the Work, with item number and scheduled dollar value for each item.

01027-2

2. Fill in dollar value in each column for each scheduled line item when Work has been performed or products stored. Round off values to nearest dollar, or as specified for Schedule of Values.

3. List each Change Order executed prior to date of submission, at the end of the continuation sheets. List by Change Order Number, and description, as for an original component item of the Work.

4. To receive approval for payment on component material stored on site, submit copies of the original paid invoices or releases of lien with the Application and Certificate for Payment.

5. As provided for in the Application and Certificate for Payment Form, the Contractor shall certify, for each current pay request, that all previous progress payments received from the Owner, under this Contract, have been applied by the Contractor to discharge in full, all obligations of the Contractor in connection with Work covered by prior Applications for Payment, and all materials and equipment incorporated into the Work are free and clear of all liens, claims, security interest, and encumbrances. Contractor shall attach to each Application and Certificate for Payment like affidavits by all Subcontractors.

1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. Contractor shall submit suitable information, with a cover letter identifying:

1. Project.

2. Application number and date.

3. Detailed list of enclosures.

4. For stored products:

a. Item number and identification as shown on application.

b. Description of specific material and manifest.

B. Submit one (1) copy of data and cover letter for each copy of application, electronically.

C. The Contractor is to maintain an updated set of drawings to be used as record drawings in accordance with Section 01720: Project Record Documents. As a prerequisite for monthly progress payments, the Contractor is to exhibit the updated record drawings for review by the Owner and the Engineer.

D. Each monthly application for payment shall incorporate the corresponding "monthly progress status report" and updated construction schedule, prepared in accordance with the requirements of Section 01310: Construction Progress Schedules.

E. As a prerequisite for payment, Contractor shall submit a duly executed letter from surety consenting to payment due and progress to date. The Contractor shall also submit partial releases of lien from all subcontractors and suppliers.

1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Fill in application form as specified for progress payments. Provide information as required by the General Conditions and Section 01700: Contract Closeout.

01027-3

B. Furnish evidence of completed operations and insurance in accordance with the General Conditions.

1.06 SUBMITTAL PROCEDURE

A. Submit Applications for Payment to the Engineer at the time stipulated in the Agreement, or as agreed to at the pre-construction meeting. Review the percents complete with the Engineer and resolve any conflicts or discrepancies.

B. Number of copies for each Application for Payment: Five (5) copies plus additional copies for Contractor's needs.

C. When the Engineer finds the Application and Certificate for Payment Form is properly completed and correct, he will execute the Certificate for Payment and transmit the forms to the Owner, with a copy to the Contractor.

PART 2 - PRODUCTS (NOT USED)

01050-1

SECTION 01050

FIELD ENGINEERING

PART 1 - GENERAL

1.01 DESCRIPTION

A. Scope of Work: Provide and pay for field engineering service for Project.

1. Survey work required in execution of Work.

2. Civil, structural, or other professional engineering services specified or required to execute Contractor's construction methods.

3. The method of field staking for the construction of the Work shall be at the option of the Contractor.

4. The accuracy of any method of staking shall be the responsibility of the Contractor. All engineering for vertical and horizontal control shall be the responsibility of the Contractor.

5. The Contractor shall be held responsible for the preservation of all stakes and marks. If any stakes or marks are carelessly or willfully disturbed by the Contractor, the Contractor shall not proceed with any work until he has established such points, marks, lines, and elevations as may be necessary for the prosecution of the Work.

6. The Contractor shall retain the services of a registered land surveyor licensed in the State of Florida to identify existing control points and maintain a survey during construction.

B. Related Requirements Described Elsewhere:

1. Conditions of the Contract.

2. Project Record Documents: Section 01720.

1.02 QUALIFICATIONS OF SURVEYOR OR ENGINEER

A. Qualified engineer or registered land surveyor, acceptable to the Owner and the Engineer.

B. Registered professional engineer of the discipline required for the specific service on the Project, currently licensed in the State of Florida.

1.03 SURVEY REFERENCE POINTS

A. Locate and protect control points prior to starting site work, and preserve all permanent reference points during construction.

1. Make no changes or relocations without prior written notice to the Engineer.

2. Report to the Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations.

01050-2

3. Require surveyor to replace Project control points which may be lost or destroyed at no additional cost to the Owner. Establish replacement based on original survey control.

1.04 PROJECT SURVEY REQUIREMENTS

A. Establish a minimum of two (2) permanent bench marks on site, referenced to data established by survey control points.

1. Record locations, with horizontal and vertical data, on Project Record

Documents.

B. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means:

1. Site improvements:

a. Stakes for grading, fill, and topsoil replacement.

b. Utility slopes and invert elevations.

2. Batter boards for structure.

3. Building foundation, column locations, and floor levels.

4. Controlling lines and levels required for mechanical and electrical trades.

C. From time to time, verify layouts by same methods.

1.05 RECORDS

A. Maintain a complete, accurate log of all control and survey work as it progresses.

B. At the end of the project, submit a certified site survey at 1 inch equals 20 feet scale, indicating the building corners and location of all new structures and elevations of stormwater facilities, pavement areas, sidewalks, finished floors, vaults, and above grade piping.

C. At the end of the project, submit a certified survey at the same scale as the Engineer's line drawings indicating elevations and stationing at 100-foot pipe increments and at all valve and fitting locations.

1.06 SUBMITTALS

A. Submit name and address of surveyor and professional engineer to the Engineer.

B. On request of the Engineer, submit documentation to verify accuracy of field engineering work.

C. Submit certificate signed by a registered engineer or surveyor certifying that elevations and locations of improvements are in conformance with the Contract Documents, or if not in conformance, certify as to variances from the Contract Documents.

01050-3

D. Submit drawings showing locations of all structures constructed. This drawing shall be included with the Project Record Documents.

PART 2 - PRODUCTS (NOT USED)

01070-1

SECTION 01070

ABBREVIATIONS AND SYMBOLS

PART 1 - GENERAL

1.01 STANDARDS AND ABBREVIATIONS

A. Referenced Standards: Any reference to published specifications or standards of any organization or association shall comply with the requirements of the specification or standard which is current on the date of Advertisement for Bids. In case of a conflict between the referenced specifications or standards, the one having the more stringent requirements shall govern.

In case of conflict between the referenced specifications or standards and the Contract Documents, the Contract Documents shall govern.

B. Abbreviations:

AA Aluminum Association AAA American Arbitration Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AASHO The American Association of State Highway Officials ABA American Bar Association ABMA American Boiler Manufacturers Association ABPA Acoustical and Board Products Association ACI American Concrete Institute ACPA American Concrete Pipe Association AEIC Association of Edison Illuminating Companies AFBMA Anti-Friction Bearing Manufacturers Association AGA American Gas Association AGC Associated General Contractors of America AGMA American Gear Manufacturers Association AHA American Hardboard Association AI The Asphalt Institute AIA American Institute of Architects AIA American Insurance Association AIEE American Institute of Electrical Engineers (Now IEEE) AIMA Acoustical and Insulating Materials Association AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Moving and Conditioning Association ANSI American National Standard Institute APA American Plywood Association API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association ARI American Refrigeration Institute ASA American Standards Association (Now ANSI) ASAHC American Society of Architectural Hardware Consultants ASCE American Society of Civil Engineers

01070-2

ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers

ASME American Society of Mechanical Engineers ASSCBC American Standard Safety Code for Building Construction ASSHTO American Association of State Highway Transportation Officials ASTM American Society for Testing and Materials AWG American Wire Gauge AWI Architectural Woodwork Institute AWPA American Wood Preservers Association AWPB American Wood Preservers Bureau AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America (formerly SCPI) CDA Copper Development Association CFS Cubic Feet Per Second CMAA Crane Manufacturers Association of America CRSI Concrete Reinforcing Steel Institute CS Commercial Standard DHI Door and Hardware Institute DIPRA Ductile Iron Pipe Research Association DOT Spec Standard Specification for Road and Bridge Construction Florida

Department of Transportation E/A Engineer and/or Architect EDA Economic Development Association EEI Edison Electric Institute EPA Environmental Protection Agency FCI Fluid Control Institute FDEP Florida Department of Environmental Protection FDOT Florida Department of Transportation Fed Spec Federal Specification FPS Feet Per Second FS Federal Standards GPM Gallons Per Minute HMI Hoist Manufacturers Institute HP Horsepower HSBII Hartford Steam Boiler Inspection and Insurance Co.

ID Inside Diameter IEEE Institute of Electrical and Electronic Engineers IFI Industrial Fasteners Institute IPCEA Insulated Power Cable Engineers Association IPS Iron Pipe Size MGD Million Gallons Per Day MHI Materials Handling Institute MMA Monorail Manufacturers Association NBFU National Board of Fire Underwriters NBHA National Builders' Hardware Association NBS National Bureau of Standards NCSA National Crushed Stone Association NCSPA National Corrugated Steel Pipe Association NEC National Electrical Code NECA National Electrical Contractors' Association NEMA National Electrical Manufacturers' Association

01070-3

NFPA National Fire Protection Association NLA National Lime Association NPC National Plumbing Code NPT National Pipe Threads NSC National Safety Council NSF National Sanitation Foundation OD Outside Diameter OSHA U.S. Department of Labor, Occupational Safety and Health Act PCA Portland Cement Association PCI Prestressed Concrete Institute PS United States Products Standards PSI Pounds per Square Inch PSIA Pounds per Square Inch Absolute PSIG Pounds per Square Inch Gauge RPM Revolutions Per Minute SAE Society of Automotive Engineers SDI Steel Decks Institute SJI Steel Joists Institute SMACNA Sheet Metal and Air Conditioning Contractors' National Association SSI Scaffolding and Shoring Institute SSPC Steel Structures Painting Council SSPC Structural Steel Painting Council STA Station (100 feet) TDH Total Dynamic Head TH Total Head UBC Uniform Building Code UL Underwriter's Laboratories, Inc.

USASI United States of America Standards Institute

C. Additional abbreviations and symbols are shown on the Drawings.

PART 2 - PRODUCTS (NOT USED)

01100-1

SECTION 01100

SPECIAL PROJECT PROCEDURES

PART 1 - GENERAL

1.01 PIPE LOCATIONS

A. All pipes shall be located substantially as indicated on the Drawings, but the Engineer reserves the right to make such modifications in locations as may be found desirable to avoid interference with existing structures or for other reasons. Where fittings are noted on the Drawings, such notation is for the Contractor's convenience and does not relieve him from laying and jointing different or additional items where required.

1.02 OPEN EXCAVATIONS

A. All open excavations shall be adequately safeguarded by providing temporary barricades, caution…