100% TECHNICAL SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR

TRANSFER PUMP STATION UPGRADES

April 2026

Prepared By:

Kimley Horn and Associates 1530 Cornerstone Blvd, Building 1, Suite 200A

Daytona Beach, FL 32117 386-271-0282

Nicole E. McConnell, P.E. Bid No. B-X-XX-XX Registered Engineer No. 73789 Owner Project No. ___________ State of Florida Engineer Project No. 049204106

City of Port Orange Transfer Pump Station Upgrades

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TABLE OF CONTENTS

BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT

DIVISON 00 PROJECT MANUAL

DIVISION 01 GENERAL REQUIREMENT

01000 GENERAL REQUIREMENTS

01025 MEASUREMENT AND PAYMENT

01027 PERIODIC PAY ESTIMATES

01030 SPECIAL PROJECT PROCEDURES

01041 PROJECT COORDINATION

01050 FIELD ENGINEERING AND SURVEYING

01065 PERMITS AND FEES

01090 REFERENCE STANDARDS

01200 PROJECT MEETINGS

01310 CONSTRUCTION SCHEDULE

01340 SHOP DRAWINGS

01370 SCHEDULE OF VALUES

01450 QUALITY CONTROL

01530 PROTECTION OF EXISTING FACILITIES

01545 CUTTING AND PATCHING

01600 MATERIAL AND EQUIPMENT

01650 SYSTEM START-UP PROCEDURES

01700 CONTRACT CLOSEOUT

01710 CLEANING

01720 PROJECT DOCUMENTS

01730 OPERATING AND MAINTENANCE DATA

01740 WARRANTIES AND BONDS

01850 COLOR AUDIO-VIDEO PRECONSTRUCTION RECORD

01900 SEQUENCE OF CONSTRUCTION

DIVISION 02 SITE CONSTRUCTION

02050 DEMOLITION

02665 PIPE INSTALLATION

02684 PRESSURE TESTING OF PIPING

02951 RESTORATION

DIVISION 03 CONCRETE

03103 FORMWORK, REINFORCING, AND CONCRETE

03600 GROUTING

DIVISION 09 FINISHES

09811 FUSION-BONDED EPOXY LININGS AND COATINGS

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DIVISION 15 MECHANICAL

15100 VALVES AND OPERATORS

15905 VERTICAL SPLIT CASE PUMPS

DIVISION 16 ELECTRICAL

16050 ELECTRICAL - GENERAL PROVISIONS

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SECTION 01000

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 SCOPE AND INTENT

A. This project consists of the rehabilitation of the (3) three Transfer Pump Stations at the Port Orange Water Treatment Plant for the North, Central and South treatment trains. The (2) two existing vertical transfer pumps in each station will be replaced with upgraded associated piping, pipe supports, electrical and concrete pump pads. Restoration including sod replacement, concrete, soil, and gravel replacement in kind will be required at all disturbed areas.

B. Work Included:

1. The Contractor shall furnish all supervision, labor, materials, power, light, heat, fuel, water, tools, appliances, equipment, supplies, and means of construction necessary for the proper performance and completion of the work. Contractor shall obtain and pay for all required permits, if identified. Contractor shall perform and complete the work in the manner best estimated to promote rapid construction consistent with safety of life and property and to the satisfaction of the Owner, 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. Contractor shall repair or restore all structures and property that may be damaged or disturbed during performance of the work.

2. The cost of incidental work described in these General 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 therefor.

3. The Contractor shall provide and maintain such modern materials, 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 acceptance of the Engineer notwithstanding.

C. Public Utility Installations and Structures:

1. 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.

2. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface. This data is not guaranteed as to their completeness or accuracy, and it is the responsibility of the Contractor to make investigations to fully understand the character, condition, and extent of all such installations and structures as may be encountered and as may affect the construction operations.

3. 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 only in such locations and by means accepted by the Engineer. The Contractor shall so arrange his operations as to avoid any damage to these facilities. All required protective devices and

01000 - 2 construction shall be provided by the Contractor at no additional expense to Owner or Engineer. All existing public utilities damaged by the Contractor which are shown on the Drawings or have been located in the field by the utility shall be repaired by the Contractor, at his expense, as directed by the Engineer. No separate payment shall be made for such protection or repairs to public utility installations or structures.

4. 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.

5. 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.

6. The Contractor shall, at all times in performance of the Work, employ accepted 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.

7. The Contractor shall give written notice to Owner, other governmental utility departments and other owners of public utilities of the location of his proposed construction operations, at least forty-eight (48) hours in advance of breaking ground in any area or on any unit of the Work. In accordance with Florida Statute 556, the Contractor shall also call Florida State One Call of Florida, Inc., (also called Sunshine State One Call Center) at least 48 hours prior to excavating in any public rights-of-way. Their telephone number is (800) 432-4770.

8. 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.

9. The Contractor shall make provisions to avoid impacting existing facilities operation or maintenance activities. If an impact is anticipated, the Contractor shall propose a means to maintain existing activities, subject to approval by the Owner. The Owner will not be responsible for any costs associated with such proposed modification.

1.02 DRAWINGS AND PROJECT MANUAL

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. Copies Furnished to Contractor: After the Contract has been executed, the Contractor will be furnished up to five (5) complete sets of plans and five (5) copies of the Project Manual (Contract Requirements and Specifications) and all addenda.

C. Supplementary Drawings:

1. When, in the opinion of the Engineer, it becomes necessary to explain more fully the work to

01000 - 3 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 up to five (5) sheets and one

(1) reproducible copy of any revised specifications.

2. The Supplementary Drawings shall be binding upon the Contractor with the same force as the 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.

D. 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 no additional expense to Owner or Engineer. Contractor 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 Owner and the Contractor and are not guaranteed to be complete. The Contractor shall assume all responsibility for the making of estimates of the size, kind, and quality of materials and equipment included in work to be done under the Contract and additional work claimed by Contractor.

E. Specifications: The Technical Specifications consist of three parts: General, Products and Execution. The General Section contains General Requirements which govern the work.

Products and Execution modify and supplement these by detailed requirements for the work and shall always govern whenever there appears to be a conflict.

F. 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 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, and interpretation of these Specifications shall be made upon that basis.

1.03 MATERIALS AND EQUIPMENT

A. Manufacturer:

1. The names of proposed manufacturers, material suppliers, and dealers who are to furnish materials, fixtures, equipment, appliances, or other fittings shall be submitted to the Engineer for acceptance, prior to construction, to afford proper investigation and checking. No manufacturer will be accepted for any materials to be furnished under this Contract unless he shall be of good reputation and have a plant of ample capacity. Contractor shall, upon the request of the Engineer, be required to submit evidence that he has manufactured a similar product to the one specified and that it has been previously used for a like purpose for a sufficient length of time to demonstrate its satisfactory performance.

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2. All transactions with the manufacturers or subcontractors shall be through the Contractor, unless the Contractor shall request, in writing to the Engineer, 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 and will not impose any liability on the Owner or Engineer.

3. Any two 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 to the site in ample quantities to ensure the most speedy and uninterrupted progress of the work so as to complete the work within the allotted time. However, the Contractor shall not store materials on-site for more than ninety (90) days before installation or store equipment for more than thirty (30) days before installation. This will not supersede more stringent requirements noted elsewhere in the Contract Documents.

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

3. All materials and equipment shall be properly stored on site in accordance with these specifications and the manufacturer's recommendations. Items stored improperly will be refused for installation.

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 complete new and unused 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 accepted painted steel cases, properly labeled and equipped with good grade cylinder locks and duplicate keys.

2. 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.

2. Prior to the equipment being 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. Two (2) originally executed and five copies of the reports shall be submitted and authoritative certification thereof shall be furnished to the Engineer as a prerequisite for the acceptance of any material or equipment.

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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 or Engineer.

3. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance with 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 tests 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 executes final acceptance of the work.

B. Costs:

1. The cost of preliminary shop and field tests of equipment and 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.

2. 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 is responsible for providing sufficient information to allow Engineer to determine that the item of material or equipment proposed is equivalent to that specifically named and an acceptable substitute therefor. If in the sole discretion of the Engineer, tests of the proposed substitute items are necessary for Engineer’s review, the substitute items will be tested by the Contractor at no additional cost to the Owner.

C. Inspection of Materials:

1. The Contractor shall give notice in writing to the Engineer, sufficiently in advance of his intention to commence the manufacture or preparation of materials especially manufactured or prepared for use in or as part of the permanent construction. Such notice shall contain a request for inspection, the date of commencement and the expected date of completion of the manufacture or preparation of materials. Upon receipt of such notice, the Engineer will arrange to have a representative present at such times during the manufacture as may be necessary to inspect the materials or Engineer will notify the Contractor that the inspection will be made at a point other than the point of manufacture.

2. The Contractor must comply with these provisions before shipping any material. Such inspection shall not release the Contractor from the responsibility for furnishing materials meeting the requirements of the Contract Documents.

D. Certificate of Manufacture:

1. The Contractor shall furnish to Engineer authoritative evidence in the form of Certificate of Manufacture that the materials to be used in the work have been manufactured and tested in conformity with the Contract Documents.

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 to be provided by the manufacturer. Two (2) original and five (5) copies are to be provided to the Engineer.

E. Shop Tests:

1. Testing for pressure, duty, capacity, rating, efficiency, performance, function or special requirements which are specified shall be tested in the shop of the manufacturer in a manner

01000 - 6 which shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

2. No such equipment or materials shall be shipped to the Work site until the Engineer notifies the Contractor, in writing, that the results of such tests are acceptable.

3. Two (2) signed original and five (5) copies of the manufacturer's actual test data and interpreted results thereof, accompanied by two (2) signed original and five (5) copies of a certificate of authenticity sworn to by a responsible official of the manufacturing company and/or independent laboratory, shall be forwarded to the Engineer for acceptance.

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

F. Final Inspection: During such final inspections, the Work shall be clean and functional. In no case will the final estimate be prepared until the Contractor has complied with all requirements set forth and the Engineer and Owner have made their final inspection of the entire Work and are satisfied that the entire Work is properly and satisfactorily constructed in accordance with the requirements of the Contract Documents.

1.05 TEMPORARY STRUCTURES

A. Temporary Fences: If, during the course of the Work, it is necessary to remove or disturb any fence or part thereof, the Contractor shall provide a suitable temporary fence at no additional cost to Owner or Engineer.

B. Responsibility for Temporary Structures: In executing the Contract, the Contractor assumes full responsibility for the sufficiency and safety of all temporary structures or work and for any damage which may result from their failure or their improper construction, maintenance or operation and will indemnify and hold harmless the Owner and Engineer from all claims, suits or actions and damages or costs of every description arising by reason of failure to comply with the above provisions.

1.06 ACCIDENT PREVENTION

A. Precautions shall be exercised at all times for the protection of person and property. The safety provisions of applicable laws, building and construction codes shall be observed.

B. The Contractor shall comply with the U.S. Department of Labor Safety and Health Regulations for construction promulgated under the Occupational Safety and Health Act of 1970 (PL 91-596), and under Hours and Safety Standards Act Section 107 of the contract Work. Hours and Safety Standards Act (PL 91-54), except where state and local safety standards exceed the federal requirements and except where state safety standards have been approved by the Secretary of Labor in accordance with provisions of the Occupational Safety and Health Act, shall be complied with.

C. First Aid: The Contractor shall keep upon the site, at each location where work is in progress, a completely equipped first aid kit and shall provide ready access thereto at all times when men are employed on the Work.

1.07 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 provided by the Engineer. The full responsibility for keeping alignment and grade shall rest upon the Contractor.

2. The Owner will provide available information regarding benchmarks and base line controlling points on the drawings. Reference marks for lines and grades as the work progresses will be

01000 - 7 located by 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. The Contractor shall remove any obstructions placed contrary to this provision.

B. Surveys:

1. The Contractor shall furnish and maintain, at no additional expense to Owner or Engineer, stakes, temporary benchmarks and other such materials.

2. The Contractor shall check such reference marks by such means as he may deemed necessary and, before using them, shall provide written notification to Engineer's regarding presumed inaccuracies.

3. The Contractor shall, at no additional expense to Owner or Engineer, establish all working or construction lines and grades as required from the reference marks made available by the Owner, and shall be solely responsible for the accuracy thereof.

C. Safeguarding Marks:

1. The Contractor shall safeguard all points, stakes, grade marks, monuments and benchmarks made or established on the Work, bear the cost of reestablishing 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 property corners, monuments and marks adjacent to but not related to the Work, whether known or discovered, and shall bear the cost of reestablishing them in identical manner if disturbed or destroyed.

1.08 ADJACENT STRUCTURES AND LANDSCAPING

A. Responsibility:

1. In addition to all work within the Temporary Construction Easement, the Contractor shall be entirely responsible and liable for all damage or injury as a result of Contractor’s operations to all other adjacent public and private property, structures of any kind and appurtenances thereto met with during the progress of the Work.

2. The cost of protection, replacement in their original locations and conditions or payment of damages for injuries to such adjacent public and private property and structures affected by the work, whether or not shown on the Drawings, and the removal, relocation and reconstruction of such items called for on the Drawings or specified shall be included in the various Contract Items and no separate payments will be made, therefore.

3. Contractor is expressly advised that the protection of buildings, structures, tanks, pipelines, etc. and related work adjacent and in the vicinity of his operations, wherever they may be, is solely their responsibility.

4. Conditional inspection of buildings or structures in the immediate vicinity of the project which may reasonably be expected to be affected by the Work shall be performed by and be the responsibility of the Contractor.

5. Contractor shall, before starting operations, make an examination of the adjacent structures, buildings, facilities, etc., and record by notes, measurements, photographs, etc., conditions which might be aggravated by open excavation and construction. Repairs or replacement of all conditions disturbed by the construction shall be made to the satisfaction of the Owner and Engineer. This does not preclude conforming to the requirements of the insurance underwriters. Copies of surveys, photographs, reports, etc., shall be provided to the Owner.

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See also Section 01850.

6. Prior to the beginning of any excavations the Contractor shall advise the Owner of all structures on which Contractor intends to perform work or which performance of the Work will affect.

B. Protection of Trees: All trees and shrubs shall be adequately protected by the Contractor with boxes and in accordance with ordinances governing the protection of trees. Excavated materials shall be placed so as not to injure such trees or shrubs. Trees or shrubs destroyed by negligence of the Contractor or Contractor’s employees shall be replaced by Contractor with new stock of similar size and age, at its proper season and at the sole expense of the Contractor.

C. Lawn Areas: Lawn areas shall be left in as good condition as before the starting of the Work.

Where sod is to be removed, it shall be carefully removed, and later replaced, or the area where sod has been removed shall be restored with new sod. The price of such work shall have been included in the Bid Total.

D. Restoration of Fences:

1. Any fence, or part thereof, that is damaged or removed during the course of the Work shall be replaced or repaired by the Contractor and shall be left in as good a condition as before the starting of the Work.

2. The manner in which the fence is repaired or replaced and the materials used in such work shall be subject to the acceptance of the Owner and Engineer.

3. The cost of all labor, materials, equipment, and work for the replacement or repair of any fence shall be deemed included in the appropriate Contract Item or items, or if no specific item is provided therefor, as part of the overhead cost of the work, and no additional payment will be made therefor.

1.09 PROTECTION OF WORK AND PUBLIC

A. Barriers and Lights:

1. During the prosecution of the work, the Contractor shall put up and maintain at all times such barriers and lights as will effectually prevent accidents.

2. The Contractor shall provide suitable barricades, red lights, "danger" or "caution" or "street closed" signs and flagmen at all places where the Work causes obstructions to the normal traffic or constitutes in any way a hazard to the public.

B. Noise:

1. The Contractor shall eliminate noise to as great an extent as practicable at all times. Air compressing equipment shall be equipped with silencers and the exhaust of all gasoline motors or other power equipment shall be provided with mufflers. The Contractor shall construct sound barriers as necessary to eliminate noise.

2. In the vicinity of hospitals and schools, special care shall be used to avoid noise or other nuisances. The Contractor shall strictly observe all local regulations and ordinances covering noise control.

3. Noise levels shall be as specified in Section 01030.

4. If the proper and efficient prosecution of the Work requires operations during the night, the written permission of the Owner shall be obtained before starting such items of the Work.

C. Access to Public Services: Neither the materials excavated, nor the materials or equipment used

01000 - 9 in the construction of the Work shall be so placed as to prevent free access to all fire hydrants, valves or manholes.

D. Dust Prevention: The Contractor shall prevent dust nuisance from Contractor’s operations or from traffic by keeping the roads and/or construction areas dampened with water at all times.

1.10 CUTTING AND PATCHING

A. The Contractor shall do all cutting, fitting or patching of the Work that may be required to make the several parts thereof join and coordinate in a manner satisfactory to the Engineer and in accordance with the Drawings and Specifications.

B. The work must be done by competent workmen skilled in the trade required by the restoration.

1.11 CLEANING

A. During Construction:

1. During construction, the Contractor shall, at all times, keep the site of the Work and adjacent premises as free from material, debris and rubbish as is practicable and shall remove the same from any portion of the site if, in the opinion of the Owner or Engineer, such material, debris, or rubbish constitutes a nuisance or is objectionable.

2. The Contractor shall remove from the site all of Contractor’s surplus materials and temporary structures when no further need therefore develops. Contractor shall be responsible and liable for all spillage and incur all associated costs including, but not limited to, costs related to repair and maintenance resulting from damages thereof, and fines that may be levied as a result of citations given by State or local regulatory agencies.

B. Final Cleaning:

1. At the conclusion of the Work, all erection plant, tools, temporary structures and materials belonging to the Contractor shall be promptly removed, and shall remove and promptly dispose of all water, dirt, rubbish or any other foreign substances to a facility permitted to manage these materials.

2. The Contractor shall thoroughly clean all equipment and materials installed and shall deliver such materials and equipment undamaged in a bright, clean, polished and new operating condition.

1.12 MISCELLANEOUS

A. Protection Against Siltation and Bank Erosion:

1. The Contractor shall arrange Contractor’s operations and construct erosion control devices to minimize siltation and bank erosion on construction sites and on existing or proposed water course and drainage channels.

2. The Contractor, at no additional expense to Owner or Engineer, shall remove any siltation deposits and correct any erosion problems as directed by the Engineer which results from Contractor’s construction operations.

B. Protection of Wetland Areas:

1. The Contractor shall properly dispose of all surplus material, including soil, in accordance with local, state and federal regulations and with Owner’s instruction.

2. Under no circumstances shall surplus material be disposed of in wetland areas as defined by the Florida Department of Environmental Protection.

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C. Existing Facilities: The work shall be so conducted to maintain existing traffic lanes in operation, except in accordance with the approved temporary MOT plan.

D. Use of Chemicals: All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfection, polymer, reactant, or of other classification, must show approval of either EPA or USDA. Use of all such chemicals and disposal of residues shall be in strict conformance with instructions. Contractor shall obtain written approval from Owner prior to use of chemicals.

E. Cooperation with Other Contractors and Forces:

1. During progress of work under this Contract, it may be necessary for other contractors and persons employed by the Owner to work in or about the project.

2. The Owner reserves the right to put such other contractors to work and to afford such access to the work area to be performed at times as the Owner deems proper.

3. The Contractor shall not impede or interfere with the work of such other contractors engaged in or about the Work and shall so arrange and conduct the work that such other contractors may complete their work at the earliest date possible.

F. Construction shall be conducted and shall result in construction of the improvements of this project in full accordance with the conditions of the permits granted for the project.

1.13 PRE-EXISTING CONDITIONS

A. The Contractor shall conduct a pre-existing conditions survey of each of the existing structures and other areas that are to remain during the Work. The survey shall establish the state of the property before construction as a basis for any claims of damage that may occur. See also Section 01850.

1.14 NOTICES

A. In conformance with the requirements of the General Conditions all notices or other papers required to be delivered by the Contractor to the Owner, except the bids, shall be delivered to Junos Reed, Engineering and Construction Manager, Port Orange Public Utilities Department, 1395 Dunlawton Avenue, Port Orange, 32129.

1.15 COORDINATION OF PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS

A. In case of discrepancy, the most stringent condition will govern from the plans or specifications.

Computed dimensions shall govern over scaled dimensions. NOTE: CONTRACTOR MUST BE AWARE THAT SOME SECTION(s) OR SUBSECTION(s) DO NOT SPECIFICALLY APPLY TO

THIS PROJECT.

1.16 LAYING OUT THE WORK

A. Prior to commencement of construction the Engineer will have established vertical and horizontal controls throughout the work site which the Contractor shall use in setting out the work. The Contractor shall be responsible for establishing all lines and grades together with all reference points as required by the various trades for all work under this Contract. All required layout shall be done using competent and experienced personnel under the supervision of a Land Surveyor registered in the State of Florida.

B. The Contractor shall provide all labor and instruments and stakes, templates, and other materials necessary for marking and maintaining all lines and grades. The lines and grades shall be subject to any checking the Owner or Engineer may decide necessary.

C. No separate cost item is provided for laying out the work; the cost of which shall be included in the unit price for items in the Proposal.

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1.17 PRE-BID AND PRECONSTRUCTION CONFERENCES

A. A pre-bid conference will be held to assist interested contractors in submitting proper bids. At this time all questions concerning the contract documents will be addressed. All prospective bidders are strongly encouraged to attend.

B. A preconstruction conference will be held with the awarded Contractor to establish procedures and to obtain working understanding among the parties concerning the project.

1.18 PERMITS AND LICENSES

A. Before starting the work, the Contractor shall obtain and possess all required licenses and permits.

1.19 OBSTRUCTIONS

A. All water pipes, storm drains, force mains, gas or other pipe, telephone or power cables or conduits, and all other buried or unburied obstructions, whether or not shown, shall be temporarily removed from, or supported across pipeline and other excavations. Before disconnecting any pipes or cables, the Contractor shall obtain permission from their owner, or shall make suitable arrangements for their disconnection by their owner. The Contractor shall be responsible for any damage to any such pipes, conduits or cables, and shall restore them to service promptly as soon as the work has progressed past the point involved. Approximate locations of known water, sanitary, drainage, power and telephone installations along the route of new pipelines or in the vicinity of new work are shown, but must be verified in the field by the Contractor. The Contractor shall uncover these pipes, ducts, cables, etc., carefully, by hand, prior to installing new piping. Any discrepancies or differences found shall be brought to the attention of the Owner in order that necessary changes may be made to permit installation of new pipe.

1.20 DAMAGE TO EXISTING STRUCTURES AND UTILITIES

A. The Contractor shall be responsible for and make good all damage to pavement, sidewalks, pedways, buildings, telephone or other cables, water pipes, sanitary pipes, or other structures which may be encountered, whether or not shown on the drawings.

B. Information shown on the Drawings as to the location of the existing utilities has been prepared from the most reliable data available to the Engineer. This information is not guaranteed, however, and it shall be this Contractor’s responsibility to determine the location, character and depth of any existing utilities. They shall assist the utility companies, by every means possible, to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from their activities.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

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SECTION 01025

MEASUREMENT AND PAYMENT

1.01 SCOPE

Payment for the various items of the Bid Schedule, as further specified herein, will include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the Work, all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S.

Department of Labor (OSHA). The Contractor shall accept the compensation in full payment for all loss or damages arising from the nature of the work, or from any discrepancy between the actual quantities of work and quantities herein estimated by the Engineer, or from the action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the work until the final acceptance by the Owner. No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore will be included in the prices named in the Bid Schedule for the various appurtenant items of the completed work.

The prices stated in the Bid 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, task or procedure, at the unit or lump sum price shown in the Bid Schedule, shall be in accordance with the description of that item in this Section.

The Contractor's attention is 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 Schedule or Payment Items, the Contractor shall include the cost for that work in some other applicable bid item, so that the proposal for the project reflects the Contractor’s total price for completing the work in its entirety.

1.02 MEASUREMENT

Where indicated for measurement, 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. A representative of the Contractor shall witness all field measurements.

Subject to all other Contract requirements, the Contractor shall be paid for "as-built" quantities of work for which a unit price is given in the bid.

Where payment limit lines are shown on the Contract Drawings, or specified herein, measurements of a payment item quantity will be made up to, but not beyond such lines.

Where the actual work of a payment item falls short of the payment limit line, measurement will be made to the line of the actual work.

No measurement for payment will be made for quantities outside of payment limit lines unless authorized in writing by the Owner.

1.03 MOBILIZATION/DEMOBILIZATION (BID ITEM NO. 1)

Periodic payment will be made for these items based upon percent complete, less retainage.

PART 1 - GENERAL

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Payment for Mobilization, demobilization, will be made at the lump sum price named in the Bid Schedule under Bid Item No. 1, which price shall constitute full compensation for mobilizing and demobilizing, in accordance with the requirements of the Contract Documents.

1.04 INSURANCE, PERFORMANCE, AND PAYMENT BONDS (BID ITEM NO. 2)

Periodic payment will be made for these items based upon percent complete, less retainage.

Payment for Insurance, and Bonds will be made at the lump sum price named in the Bid Schedule under Bid Item No. 2, which price shall constitute full compensation for providing all required insurance and performance, payment and maintenance bonds in accordance with the requirements of the Contract Documents.

1.05 PROJECT CLOSEOUT/AS-BUILT DRAWINGS (BID ITEM NO. 3)

Periodic payment will be made for these items based upon percent complete, less retainage.

Payment for performing the project closeout and as-built drawings, will be made at the lump sum price named in the Bid Schedule under Bid Item No. 3, which price shall constitute full compensation for all such work performed in accordance with the requirements of the Contract Documents.

1.06 PRECONSTRUCTION VIDEO (BID ITEM NO. 4)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for performing the Preconstruction Video recording, including all field work, written narrative and submission of required DVD recordings will be made at the lump sum price named in the Bid Schedule under Bid Item No. 4, which price shall constitute full compensation for all such work performed in accordance with the requirements of the Contract Documents.

1.07 CONSTRUCTION TESTING (BID ITEM NO. 5)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for performing the construction testing including pipe pressure testing, and density testing, as required, will be made at the lump sum price named in the Bid Schedule under Item No. 5, which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.08 GENERAL SITE RESTORATION (BID ITEM NO. 6)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for keeping the sites clean, for final clean-up, and for site restoration for the transfer pump upgrades project will be made at the lump sum price named in the Bid Schedule under Item No. 6, which price shall constitute full compensation for providing all clean-up and site restoration described in these Contract Documents.

1.09 PUMP STATION DEMOLITION (BID ITEM NO. 7)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for demolition of the existing pump stations and any other associated site work necessary to prepare the existing sites to be converted to a new pump station will be made at the lump sum price named in the Bid Schedule under Item No. 7, which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents. This bid item shall include all work to existing concrete slabs, pipe supports, grating, approximately 50-LF of piping, electrical, and all necessary conduit to prepare for pump station upgrades.

1.10 TRANSFER PUMPS (BID ITEM NO. 8)

Periodic payment will be made for this item based upon percent complete, less retainage.

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Payment for Transfer Pump including the pump, base elbows, anchor bolts, guide rail systems, access hatch, and startup, and all other materials, equipment, and labor necessary for a complete and fully operable system will be made at the unit price named in the Bid Schedule under Item No. 8, which price shall constitute full compensation for furnishing and installing the pump the requirements of these Contract Documents.

1.11 PUMP LEVELING PADS (BID ITEM NO. 9)

Periodic payment will be made for these items based upon percent complete, less retainage.

Payment for the pump leveling pads, including all field work, structural reinforcements, grout, concrete, materials, equipment and labor necessary to complete the installation will be made at the unit price named in the Bid Schedule under Item No. 9 which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.12 CONCRETE TO FILL (BID ITEM NO. 10)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for the concrete fill for the existing valve pit, including all field work, structural reinforcements, materials, equipment and labor necessary to complete the installation will be made at the cubic yard price named in the Bid Schedule under Item No. 10 which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.13 BEND BASE LEVELING PADS (BID ITEM NO. 11)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for the bend base leveling pads in the existing valve pit, including all field work, supports, grout, materials, equipment and labor necessary to complete the installation will be made at the unit price named in the Bid Schedule under Item No. 11 which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.14 ALUMINUM GRATING (BID ITEM NO. 12)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for the aluminum grating, including all field work, materials, equipment and labor necessary to complete the installation will be made at the square foot price named in the Bid Schedule under Item No. 12 which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.15 10-INCH DIP PIPING – WATER MAIN (BID ITEM NO. 13)

Payment for materials and installation of the 10-inch DIP water main including restrained joints, fittings, materials, equipment, and labor necessary to complete the installation will be made at the linear foot price named in the Bid Schedule under Item No. 13, which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.16 12-INCH DIP PIPING – WATER MAIN (BID ITEM NO. 14)

Payment for materials and installation of the 12-inch DIP water main including restrained joints, fittings, materials, equipment, and labor necessary to complete the installation will be made at the linear foot price named in the Bid Schedule under Item No. 14, which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.17 CONCRETE PIPE SUPPORTS (BID ITEM NO. 15)

Periodic payment will be made for this item based upon percent complete, less retainage.

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Payment for the concrete pipe supports, including five concrete pipe supports that vary in size, all field work, materials, equipment and labor necessary to complete the installation will be made at the lump sum price named in the Bid Schedule under Item No. 15 which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.18 STANCHION SADDLE ADJUSTABLE METAL PIPE SUPPOURTS (BID ITEM NO.16)

Periodic payment will be made for this item based upon percent complete, less retainage.

Payment for the metal pipe supports, including all field work, pads, materials, equipment and labor necessary to complete the installation will be made at the unit price named in the Bid Schedule under Item No. 16 which price shall constitute full compensation for all such work performed in accordance with the requirements of these Contract Documents.

1.19 10-INCH DI CHECK VALVE (BID ITEM NO. 17)

Payment for materials and installation of the 10-inch DI check valves including materials, equipment, and labor necessary to complete the installation will be made at the unit price…