7-DIW IW-1 MIT Specifications Draft rev2 with Figures.pdf

CITY OF PALM BAY

NORTH REGIONAL WASTEWATER TREATMENT PLANT

CLASS I DEEP INJECTION WELL IW-1

MECHANICAL INTEGRITY TESTING

TECHNICAL SPECIFICATIONS

June 2026

Prepared For:

Prepared By:

File No. 26-10-0403

DPD/specs/TOC

File No. #26-10-0403 i 050526

CITY OF PALM BAY

NORTH REGIONAL WASTEWATER TREATMENT PLANT

CLASS I DEEP INJECTION WELL IW-1

TABLE OF CONTENTS

Section Title

DIVISION 0 – BIDDING AND CONTRACT REQUIREMENTS

00300 Bid Form

DIVISION 1 – GENERAL REQUIREMENTS

01005 Project Requirements

01010 01025

Summary of Project Measurement and Payment

01310 Construction Project Schedules

01500 01700

Temporary Facilities Contract Closeout

DIVISION 2 – SITEWORK

02601 Mechanical Integrity Testing

DIVISIONS 3-16 NOT USED

DIVISION 0

BIDDING AND CONTRACT

REQUIREMENTS

NAME OF BIDDER:

DPD/specs/00300 File No. #26-10-0403 00300-1 050526

SECTION 00300

BID FORM

DATE SUBMITTED:

PROJECT IDENTIFICATION: CITY OF PALM BAY NORTH REGIONAL WWTP CLASS I

DEEP INJECTION WELL IW-1 MECHANICAL INTEGRITY

TESTING

BID NUMBER:

BUSINESS ADDRESS:

TELEPHONE NUMBER:

CONTRACTOR'S FLORIDA LICENSE NO.:

THIS BID IS SUBMITTED TO: City of Palm Bay 120 Malabar Road SE Palm Bay, FL 32907-3009

1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with the City in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. Bidder accepts all of the terms and conditions of the Invitation for Bids including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for ninety (90) days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Agreement and other documents required by the Bidding Requirements within seven days after the date of Owner's Notice of Award.

3. In submitting this Bid, Bidder makes all representations required by the Instructions to

Bidders and further warrants and represents that:

(a) Bidder has examined and carefully studied the Bidding Documents and the following Addenda receipt of which is hereby acknowledged:

No. Dated No. Dated

(b) Bidder has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work;

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(c) Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work.

(d) Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities). Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that Owner does not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents.

(e) Bidder is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted as indicated in the Contract Documents.

(f) Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents.

(g) Bidder has given Owner written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by Owner is acceptable to Bidder, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

(h) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

4. Bidder submits the following lump sum/unit prices to perform all the work as required by the Specifications. All Bid items shall include all materials, equipment, labor, permit fees, taxes, tests, miscellaneous costs of all types, overhead, and profit for the item to be

File No. #26-10-0403 00300-3 050526 complete, in place, and ready for operation in the manner contemplated by the Contract Documents.

City of Palm Bay NRWWTP DIW IW-1 MIT

Item Estimated No. Description Quantity Unit Unit Price Item Total

1 Mobilization/Demobilization 1 LS $ $

2 General Requirements 1 LS $ $

3 Video Logging 1 LS $ $

4 Well Cleaning with Additional Video Log 1 LS $ $

5 Background Geophysical Logging 1 LS $ $

6 Radioactive Tracer Survey 1 LS $ $

7 Casing Pressure Test 1 LS $ $

TOTAL BID $

(Figure)

(Words)

5. Bidder acknowledges that the quantities are not guaranteed, and final payment will be based on actual quantities determined as provided in the Contract Documents. The Owner and Engineer do not expressly or by implication represent that the actual quantities involved will correspond exactly therewith; nor shall the Bidder plead misunderstanding or deception because of such estimate or quantities of work performed or material furnished in accordance with the Contract Documents and it is understood that the quantities may be increased or decreased or diminished as provided in the General Conditions without in any way invalidating any of the unit prices bid.

6. Bidder agrees that the Work will be substantially completed on or before October 25, 2026.

All permit applications, required for the mechanical integrity testing, shall be submitted by the Contractor within 10 days after the Contract is executed. Copies of all permits shall be provided to the Owner upon receipt.

7. Bidder recognizes that time is of the essence to complete this Project and that Owner must meet regulatory requirements and will suffer financial loss if the Work is not substantially complete within the time specified above. The Bidder also recognizes the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by Owner if the Work is not substantially complete on time.

Accordingly, instead of requiring any such proof, Owner has determined, and Bidder agrees to accept that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner Five Hundred Dollars ($500.00) for each calendar day that expires after the time specified above for substantial completion until the Work is substantially complete. After substantial completion, if Contractor shall neglect, refuse or fail to complete the remaining Work within the time specified above for completion and readiness for final payment or any proper extension thereof granted by Owner, Contractor shall pay the Owner an amount equal to all actual expenses incurred by the Owner as a direct result of the Contractor’s negligence, refusal, or failure to so complete the remaining work. In the event the Contractor is terminated or abandons the work prior to the scheduled date for

File No. #26-10-0403 00300-4 050526 final completion, the Contractor may be liable for both liquidated damages attributable to delay and for excess completion costs.

The Work shall be performed under a Florida Contractor's License. Contract shall not be awarded unless proof of valid license(s) is provided.

If Bidder is: (ALL SIGNATORIES MUST HAVE THEIR NAME PRINTED OR TYPED BELOW

THEIR SIGNATURE)

SOLE PROPRIETORSHIP

(SEAL)

(Individual's Signature)

(SEAL)

(Individual's Name)

Doing Business as:

Business Address:

Telephone No.:

Florida License No.:

A PARTNERSHIP

(SEAL)

(Partnership Name)

(General Partner's Signature)

(General Partner's Name)

File No. #26-10-0403 00300-5 050526

A CORPORATION

(SEAL)

(Corporation Name)

(State of Incorporation)

BY

(Name of Person Authorized to Sign)

(Title)

(Authorized Signature)

(CORPORATE SEAL)

ATTEST

(Secretary)

Corporation President

File No. #26-10-0403 00300-6 050526

A JOINT VENTURE

By (SEAL) (Name)

By (Address)

By (SEAL) (Name)

By (Address)

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above).

END OF SECTION

DIVISION 1

GENERAL REQUIREMENTS

DPD/specs/01005 File No. #26-10-0403 01005-1 061126

SECTION 01005

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. The summary of the work is presented in Section 01010: Summary of Work.

The principal purpose of this project is to retain a qualified water well Contractor capable of providing all services associated with conducting a full mechanical integrity test of the North Regional Wastewater Treatment Plant (NRWWTP) Class I deep injection well (DIW) IW-1 to fully demonstrate mechanical integrity of IW-1.

2. Due to limited storage capacity for the treated effluent, the NRWWTP can only be down for a single 20-hour period. The total storage capacity of the existing concentrate ponds may not be fully available for flow diversion throughout the entire testing period. The pressure test needs to be performed so that the preliminary pressure test and the final pressure test can be completed and the well can be back on-line within 20 hours. All other testing needs to accommodate the DIW to be placed back on-line at the end of testing each day to make available space for storage of effluent for the following day of testing.

3. 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 and other regulatory permits. The Contractor shall perform and complete the Work in the manner best calculated to promote rapid testing 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. The Contractor 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.

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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.

4. 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 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 therefore.

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

File No. #26-10-0403 01005-3 061126 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

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 Construction Drawings (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:

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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 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.

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2. 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.

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

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Contract Documents. Five (5) copies of the reports shall be submitted, 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.

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

File No. #26-10-0403 01005-7 061126 conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

2. Five (5) copies of the 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 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, 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 otherwise noted in the Drawings or Specifications. Such adjustments must be approved by the Engineer prior to being made.

3. The Engineer will establish benchmarks and baseline controlling points.

Reference marks for lines and grades as the Work progresses will be

File No. #26-10-0403 01005-8 061126 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 benchmarks 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)

DPD/specs/01010 File No. #26-10-0403 01010-1 061126

SECTION 01010

SUMMARY OF PROJECT

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. This Contract comprises the performance of a full mechanical integrity test (MIT) of the North Regional Wastewater Treatment Plant (NRWWTP) Class I deep injection well IW-1. The MIT shall consist of video logging, background geophysical logging, radioactive tracer survey (RTS), and pressure test.

B. The Contractor shall furnish all labor, materials, equipment, tools, services and incidentals to complete all work required by these Specifications and as shown on the Drawings.

C. The Contractor shall perform the work complete, in place and ready for continuous service, and shall include repairs, testing, permits, cleanup and legal disposal of materials, replacements, and restoration required as a result of damages caused during this testing.

D. The Contractor shall furnish and install all materials, equipment, and labor which is reasonably and properly inferable and necessary for the proper completion of the work, whether specifically indicated in the Contract Documents or not.

E. The Contractor shall comply with all Municipal, County, State, and Federal Laws and other codes and regulations applicable to the above work.

F. The Contractor shall coordinate all testing activities with the City of Palm Bay

NRWWTP personnel and the Engineer.

1.01 CONTRACTOR'S USE OF PREMISES

A. The Contractor shall assume full responsibility for the protection and safekeeping of products and materials stored at the job site. If additional storage or work areas are required, they shall be obtained by the Contractor at no additional cost to the Owner.

1.02 WORK SEQUENCE

A. The Contractor shall establish his work sequence based on the use of crews to facilitate completion of construction, including testing, within the allotted time. In addition, the Contractor shall schedule his work sequence in accordance with any other Sections of the Specifications which include special sequencing.

B. Due to limited storage capacity for the treated effluent, the NRWWTP can only be down for a single 20-hour period. The total storage capacity of the existing concentrate ponds may not be fully available for flow diversion throughout the entire testing period. The pressure test needs to be performed so that the preliminary pressure test and the final pressure test

DPD/specs/01010 File No. #26-10-0403 01010-2 061126 can be completed and the well can be back on-line within 20 hours. All other testing needs to accommodate the DIW to be placed back on-line at the end of testing each day to make available space for storage of effluent for the following day of testing.

C. Sequence of work:

1. Mobilize personnel and equipment to site and perform site preparation.

2. Perform background temperature log and CCL on the well after being shut in for a period of 10 to 12 hours.

3. Video log the well using riser pipe assembly.

4. If necessary, the well casing shall be cleaned of encrustation, scaling, or biomass at the proposed packer setting location with a mechanical scraper, brush, or plunger depending upon the amount of scale or growth present.

Perform secondary video log to confirm effectiveness of the cleaning.

5. Perform the remaining background geophysical logs.

6. Perform radioactive tracer survey with FDEP present.

7. Kill the well flow using brine solution.

8. Dismantle wellhead and associated piping and instrumentation as necessary to complete work.

9. Test inflatable packer on ground and near top of well casing.

10. Check packer assembly for leaks and correct any leaks.

11. Install packer near bottom of casing, perform preliminary pressure test at

131.5 psi for 60 minutes.

12. Perform official casing pressure test the next day with FDEP present at

131.5 psi for 60 minutes.

13. Re-install wellhead and associated piping and instrumentation.

14. Demobilize equipment.

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SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.01 GENERAL INFORMATION

A. Refer to Section 01010 for a description of the work required for completion of the Work.

B. Subject to the provisions in the Contract General Conditions, all work and payment for the work is represented by the Total Bid amount shown on the Bid Form.

1.02 MEASUREMENT FOR PAYMENT

A. Measurement for Lump Sum bid items shall be based on the percent of actual completion as determined by the Contractor and agreed upon by the ENGINEER.

B. Measure for Unit Price bid items shall be based on the actual quantity installed and accepted by the ENGINEER.

C. Measurement of volumes shall be the actual "as-built" volume pertinent to payment items. Quantities on the Bid Form are estimated and may be increased or decreased by the Owner without limit.

1.03 PAYMENT ITEMS

A. Separate payment will be made for the Unit Price and Lump Sum Items listed on the Bid Form. Related work not specifically listed or identified, but evidently necessary for satisfactory completion of the Item, shall be considered to be included.

B. No separate payment will be made for the following Work and its cost shall be included in appropriate Payment Items:

1. Maintenance and replacement of plantings.

2. Record drawings.

3. Pre-construction video.

4. Field office(s) and storage facilities.

5. Clean up.

6. Testing materials and apparatus.

7. Appurtenant work.

8. Contractor fees associated with the performance of the Work.

9. Night work.

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C. The following will clarify the work included for bid items in the Pay Item Sheet:

1. Mobilization/Demobilization (Bid Item No. 1):

a. Measurement of various items for Mobilization/Demobilization will not be made for payment and all items shall be included in the lump sum price. The cost of Mobilization/Demobilization is not to exceed 15% of the total base bid.

b. Payment for Mobilization/Demobilization will be made at the

Contract lump sum price for the item, which price and payment shall be full compensation for the preparatory work and operations in mobilizing for beginning Work on the project as well as clean-up and teardown following the Work including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the project site, and for the establishment of field office(s), safety equipment and first aid supplies, sanitary and other facilities, as required by these Specifications, and State and local laws and regulations; and any other preconstruction expense necessary for the start of the Work;

the cost of field engineering, construction schedules, temporary facilities, laydown storage area, and construction aids. The Contractor is responsible for securing the site for storage of materials and equipment and all other construction needs as needed and providing security for this site and its contents. The Contractor shall submit invoices substantiating the cost of Mobilization/Demobilization with each pay request. Ten percent of the cost for mobilization will be withheld until substantial completion and site clean-up.

2. General Requirements (Bid Item No. 2):

a. Measurement for various items covered under General

Requirements will not be made for payment and all items shall be included in the lump sum price.

b. Payment for General Requirements shall include all Insurance requirement costs, the cost of bonds, project signs, permits and fees, all administrative costs associated with acquiring and maintaining the necessary coverage as described in the Contract Documents, and the Contractor's Indemnity Agreement as set out in the Contract Documents. This item will be paid upon each payment request made by the Contractor. The Contractor shall attach with the pay request invoices to substantiate that appropriate insurance and bonds have been obtained by the Contractor.

3. Video Logging (Bid Item No. 3):

Payment will be made at the Contract lump sum price for the item, which shall be full compensation for providing and installing all items necessary for completion of the video logging, including, but not limited to, all materials, File No. #26-10-0403 01025-3 050626 equipment, labor, and all other incidentals required to complete the work as shown on the Drawings and included in the Specifications.

4. Well Cleaning with Additional Video Log (Bid Item No. 4):

completion of the well cleaning, if required, to remove encrustation, scale, or biomass from the casing including, but not limited to, all materials, equipment, labor, and all other incidentals required to complete the work as shown on the Drawings and included in the Specifications. This item shall include the completion of an additional video log to confirm the effectiveness of the cleaning.

5. Background Geophysical Logging (Bid Item No. 5):

completion of the background geophysical logging, including, but not limited to, all materials, equipment, labor, and all other incidentals required to complete the work as shown on the Drawings and included in the Specifications.

6. Radioactive Tracer Survey (Bid Item No. 6):

completion of installation and removal of the radioactive tracer survey tool, performance of two dynamic tests, flushing of the tool, and final logging at completion of the test including, but not limited to, all materials, equipment, labor, and all other incidentals required to complete the work as shown on the Drawings and included in the Specifications.

7. Casing Pressure Test (Bid Item No. 7):

completion of installation and removal of an inflatable packer, performance of a pre-test, and performance of the official pressure test including, but not limited to, all materials, equipment, labor, and all other incidentals required to complete the work as shown on the Drawings and included in the Specifications.

DPD/specs/01310 File No. #26-10-0403 01310-1 050626

SECTION 01310

CONSTRUCTION PROGRESS SCHEDULES

A. Scope of Work:

1. Promptly after award of the Contract, prepare and submit to the Engineer estimated construction progress schedules demonstrating complete fulfillment of all Contract requirements utilizing a Critical Path Method (hereinafter referred to as CPM) in planning, coordinating, and performing the Work under this Contract (including all activities of subcontractors, equipment vendors, and suppliers). The principles and definition of CPM terms used herein shall be as set forth in the Associated General Contractors of America (AGC) publication, The Use of CPM in Construction, A Manual for General Contractors and the Construction Industry, Copyright 1976, but the provisions of this Specification shall govern the planning, coordinating, and performance of the Work.

2. Submit revised progress schedules on a monthly basis. No partial payments shall be approved until there is an updated construction progress schedule on hand.

B. Related Requirements Described Elsewhere:

1. Conditions of the Contract

2. Summary of Project: Section 01010

3. Applications for Payment: Section 00840

1.02 QUALIFICATIONS

A. A statement of computerized CPM capability shall be submitted and shall verify that either Contractor's organization has in-house capability to use the CPM technique or that Contractor will employ a CPM consultant who is so qualified.

1.03 FORM OF SCHEDULES

A. Prepare schedules in the form of a horizontal bar chart.

1. Provide a separate horizontal bar for each trade or operation within each structure or item.

2. Horizontal time scale:

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a) Show starting and completion dates for each activity in terms of the number of days after Notice to Proceed. All completion dates shown shall be within the period specified for contract completion.

b) Identify the first work day of each month.

3. Scale and Spacing: Sufficient to allow space for notations and future revisions.

4. Maximum Sheet Size: 24 inches by 36 inches.

B. Format of Listings: The chronological order of the start of each item of work for each structure.

C. Identification of Listings: By major specification section numbers as applicable and by structure.

D. Construction Progress Schedules shall be computer generated using software equal to Primavera Project Planner for Windows by Primavera Systems, Inc., Bala Cynwyd, P.A., Microsoft Project, or approved equal.

1.04 CONTENT OF SCHEDULES

A. Construction Progress Schedule:

1. Show the complete sequence of construction by activity and by structure.

2. Show the dates for the beginning and completion of each major element of construction in no more than a one (1) week increment scale. Specifically list, but do not limit to:

a. Submittal of calibration certifications.

b. Mobilization.

c. Video Logging.

d. Well Cleaning with additional video log.

e. Background Geophysical Logging.

f. Radioactive Tracer Survey.

g. Casing Pressure Test.

h. Demobilization.

3. Show projected percentage of completion for each item, as of the first day of each month.

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4. Show projected dollar cash flow requirements for each month of construction and for each activity as indicated by the approved Schedule of Values.

B. Submittals for construction progress schedules shall be in accordance with Section

01340: Shop Drawings, Work Drawings, and Samples. Indicate on the schedule the following:

1. The dates for Contractor's submittals.

2. The dates submittals will be required for Owner-furnished products, if applicable.

3. The dates approved submittals will be required from the Engineer.

C. A typewritten list of all long lead items (equipment, materials, etc.).

D. Failure to include any element of work required for the performance of this Contract shall not excuse the Contractor from completing all work required within any applicable completion date.

E. Scheduling Constraints: The work within Owner's property must be completed within the maximum number of days start to finish, as indicated in the Contract.

Additionally, work must proceed on a continuous basis, without stoppages, except for nights and weekends. There shall be no lapses between phases of construction.

1.05 PROGRESS REVISIONS

A. Indicate progress of each activity to date of submission.

B. Show changes occurring since previous submission of schedule:

1. Major changes in scope.

2. Activities modified since previous submission.

3. Revised projections of progress and completion.

4. Other identifiable changes.

C. Provide a narrative report as needed to define:

1. Problem areas, anticipated delays, and the impact on the schedule.

2. Corrective action recommended, and its effect.

3. The effect of changes on schedules of other prime contractors.

D. If the Work falls behind the critical path schedule by two (2) weeks or more, the

Contractor shall prepare a recovery schedule.

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1.06 SUBMISSIONS

A. Submittal Requirements.

1. Logic network and/or time-phased bar chart, computer generated.

3. Narrative description of the logic and reasoning of the schedule.

B. Time of Submittals: Within ten (10) working days after Notice to Proceed, Contractor shall submit a network diagram describing the activities to be accomplished in the project and their dependency relationships, (predecessor/successor) as well as a tabulated schedule as herein defined. The total length of time indicated on the initial CPM schedule shall equal the exact number of days as defined in the Contract. The schedule produced and submitted shall also indicate calendar dates, including project starting and completion dates, based on the Contract Commencement and completion dates indicated in the Notice to Proceed. The Engineer will complete the review of the complete schedule within fifteen (15) working days after receipt. During the review process, the Engineer may meet with a representative of Contractor to review the proposed plan and schedule to discuss any clarifications that may be necessary.

C. Within ten (10) working days after the conclusion of the Engineer's review period, Contractor shall revise the network diagram as required and resubmit the network diagram and a tabulated schedule produced therefrom. The revised network diagram and tabulated schedule shall be reviewed and accepted or rejected by the Engineer within fifteen (15) working days after receipt. The network diagram and tabulated schedule, when accepted by the Engineer, shall constitute the project work schedule unless a revised schedule is required due to substantial changes in the Work, a change in Contract Time or a recovery schedule is required and requested.

D. Acceptance. The finalized schedule will be acceptable to the Engineer when, in the opinion of the Engineer, it demonstrates an orderly progression of the Work to completion in accordance with the Contract Documents. Such acceptance will neither impose on the Engineer responsibility for the progress or scheduling of the Work nor relieve Contractor from full responsibility, therefore. The finalized schedule of shop drawing submittals will be acceptable to the Engineer when, in the opinion of the Engineer, it demonstrates a workable arrangement for processing the submittals in accordance with the requirements. The finalized Schedule of Values (lump sum price breakdown), as applicable, will be acceptable to the Engineer as to form and content when, in the opinion of the Engineer, it demonstrates a substantial basis for equitably distributing the Contract Price.

When the network diagram and tabulated schedule have been accepted, the Contractor shall submit to the Engineer six (6) copies of the time-scaled network diagram, six (6) copies of a computerized tabulated schedule in which the activities have been sequenced by numbers, six (6) copies of a computerized tabulated schedule in which the activities have been sequenced by early starting date, and six (6) copies of a computerized, tabulated schedule in which activities have been sequenced by total float, and six (6) copies sorted by predecessor/successor.

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E. Revised Work Schedules. Contractor, if requested by the Engineer, shall provide a revised work schedule if, at any time, the Engineer considers the completion date to be in jeopardy because of "activities behind schedule." The revised work schedule shall include a new diagram and tabulated schedule conforming to the requirements of Paragraph 1.09 herein, designed to show how Contractor intends to accomplish the Work to meet the completion date. The form and method employed by Contractor shall be the same as for the original work schedule. No payment will be made if activities fall more than two (2) weeks behind schedule and a revised work schedule is not furnished.

F. Schedule Revisions. The Engineer may require Contractor to modify any portions of the work schedule that become infeasible because of "activities behind schedule" or for any other valid reason. An activity that cannot be completed by its original latest completion date shall be deemed to be behind schedule. No change may be made to the sequence, duration, or relationships of any activity without approval of the Engineer.

1.07 DISTRIBUTION

A. Distribute copies of the reviewed schedules to:

1. Engineer.

2. Jobsite file.

3. Subcontractors.

4. Other concerned parties.

5. Owner (two copies).

B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules.

1.08 CHANGE ORDERS

A. Upon approval of a change order, the approved changes shall be reflected in the next scheduled revision or update submittal of the construction progress schedule by the Contractor.

1.09 CPM STANDARDS

A. CPM, as required by this Section, shall be interpreted to be generally as outlined in the Associated General Contractor's (AGC) publication, The Use of CPM in Construction, A Manual for General Contractors and the Construction Industry, Copyright 1976.

B. Work schedules shall include a graphic network and computerized, tabulated schedules as described below. To be acceptable the schedule must demonstrate the following:

1. A logical succession of work from start to finish.

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2. Definition of each activity. Activities shall be identified by major specification section numbers, as applicable, and by major structure.

3. A logical flow of work crews/equipment (crews are to be defined by manpower category and man-hours; equipment by type and hours).

4. Show all work activities and interfaces including submittals as well as major material and equipment deliveries.

C. Networks.

1. The CPM network, or diagram, shall be in the form of a time-scaled diagram of the customary activity-on-type and may be divided into a number of…