ITB_54-26_Tech_Bid_Set.pdf

SHOAL RIVER RANK WATER STORAGE TANK APRIL 2026

ITB WS 54-26 POLY JOB NO. 41-492

APPENDIX A

TECHNICIAL SPECIFICATIONS

SHOAL RIVER RANCH WATER STORAGE TANK APRIL 2026

TABLE OF CONTENTS 1

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 73 93 SPECIAL CONDITIONS

00 62 14 WARRANTY ATTACHMENT

00 63 63 CHANGE ORDER FORM

00 65 16 CERTIFICATE OF SUBSTANTIAL COMPLETION

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 31 13 COORDINATION OF WORK

01 31 19.13 PRECONSTRUCTION CONFERENCE

01 31 19.23 PROGRESS MEETINGS

01 32 13 CONSTRUCTION SCHEDULING

01 33 00 SUBMITTALS

01 35 24 SAFETY

01 51 00 TEMPORARY UTILITIES

01 57 13.02 TEMPORARY EROSION CONTROL

01 61 00 GENERAL MATERIALS STIPULATIONS

01 66 00 STORAGE AND PROTECTION

01 66 01 TRANSPORTATION AND HANDLING

01 74 13 CLEANUP

01 77 19 CONTRACT CLOSEOUT

01 78 39 PROJECT RECORD DOCUMENTS

01 79 00 WARRANTIES AND BONDS

DIVISION 02 – EXISTING CONDITIONS

02 00 00 EXISTING CONDITIONS - GEOTECHNICAL REPORT

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 22 00 SITE GRADING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 13 13 CONCRETE PAVING

32 92 20 SEEDING AND SODDING

DIVISION 33 – UTILITIES

33 05 52 PIPING AND VALVES

33 16 19.03 ELEVATED WATER STORAGE TANK (PEDESTAL SPHEROID)

SHOAL RIVER RANCH WATER STORAGE TANK APRIL 2026

TABLE OF CONTENTS 2

APPENDIX

APPENDIX B FDEP PERMIT

APPENDIX C FAA DETERMINATION LETTER

WARRANTY 00 62 14 - 1

SECTION 00 62 14

WARRANTY

(Date)

Project: Shoal River Ranch Elevated Water Storage Tank warrants that all work shall remain in serviceable and good condition and without failure (as defined in Section 33 16 19.01 of this contract) for a period of five (5) years from the date of final acceptance of the work, unless otherwise specified in the contract documents, and states that they will repair or replace without cost to Okaloosa County., in whole or in part which may develop in the work during the period above stated. Required bonds shall remain in effect for the initial two (2) years of this warranty.

SIGNATURE:

NAME:

(Typed or Printed)

TITLE:

Of

(Contractor)

State of ______________

County of _______________

Before me this day personally appeared, who, being first duly sworn, deposes and says that he/she executed the foregoing instrument for the uses and purposes set forth therein.

Sworn to and subscribed before me this _______ day of _____________________, _________

Sign:_____________________________________

Print/Type:____________________________________

Notary Public, State of__________________

My Commission Expires:_____________________

CHANGE ORDER FORM 00 63 63 - 1

SECTION 00 63 63 – CHANGE ORDER FORM

Change Order No.

Date of Issuance: Effective Date:

Owner: Owner's Contract No.:

Contractor: Contractor’s Project No.:

Engineer: Engineer's Project No.:

Project: Contract Name:

The Contract is modified as follows upon execution of this Change Order:

Description:

Attachments: [List documents supporting change]

CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIMES

[note changes in Milestones if applicable]

Original Contract Price: Original Contract Times:

Substantial Completion:

$ Ready for Final Payment:

days or dates

[Increase] [Decrease] from previously approved Change Orders No. to No. :

[Increase] [Decrease] from previously approved Change Orders No. to No. :

Substantial Completion:

$ Ready for Final Payment:

days

Contract Price prior to this Change Order: Contract Times prior to this Change Order:

Substantial Completion:

$ Ready for Final Payment:

days or dates

[Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order:

Substantial Completion:

$ Ready for Final Payment:

days or dates

Contract Price incorporating this Change Order: Contract Times with all approved Change Orders:

Substantial Completion:

$ Ready for Final Payment:

days or dates

RECOMMENDED: ACCEPTED: ACCEPTED:

By: By: By:

Engineer (if required) Owner (Authorized Signature) Contractor (Authorized Signature)

Title: Title

Title

Date: Date

Date

Approved by Funding Agency (if applicable)

By:

Date:

Title:

CERTIFICATE OF SUBSTANTIAL COMPLETION 00 65 16 - 1

SECTION 00 65 16 - CERTIFICATE OF SUBSTANTIAL COMPLETION

Owner: Owner's Contract No.:

Contractor: Contractor’s Project No.:

Engineer: Engineer's Project No.:

Project: Contract Name:

This [preliminary] [final] Certificate of Substantial Completion applies to:

All Work The following specified portions of the Work:

Date of Substantial Completion

The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor, and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Work or portion thereof designated above is hereby established, subject to the provisions of the Contract pertaining to Substantial Completion.

The date of Substantial Completion in the final Certificate of Substantial Completion marks the commencement of the contractual correction period and applicable warranties required by the Contract.

A punch list of items to be completed or corrected is attached to this Certificate. This list may not be all-inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract.

The responsibilities between Owner and Contractor for security, operation, safety, maintenance, heat, utilities, insurance, and warranties upon Owner's use or occupancy of the Work shall be as provided in the Contract, except as amended as follows: [Note: Amendments of contractual responsibilities recorded in this Certificate should be the product of mutual agreement of Owner and Contractor; see Paragraph 15.03.D of the General Conditions.]

Amendments to Owner's responsibilities: None

As follows

Amendments to Contractor's responsibilities: None

As follows:

The following documents are attached to and made a part of this Certificate: [punch list; others]

This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents, nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract.

EXECUTED BY ENGINEER: RECEIVED: RECEIVED:

By: By: By:

(Authorized signature) Owner (Authorized Signature) Contractor (Authorized Signature)

Title: Title: Title:

Date: Date: Date:

Shoal River Rank Water Storage Tank APRIL 2026 ITB WS 54-26 Poly Job No. 41-492

SPECIAL CONDITIONS 00 73 93 - 1

SECTION 00 73 93 – SPECIAL CONDITIONS

1. PERFORMANCE AND PAYMENT BONDS

The Contractor shall, along with the executed Contract, furnish the Owner with a

Performance Bond and a Payment Bond in penal sums equal to the amount of the

CONTRACT PRICE, conditioned upon the performance by the Contractor of all undertakings, covenants, terms, conditions and agreements of the Contract Documents, and upon the prompt payment by the Contractor to all persons supplying labor and materials in the prosecution of the work provided by the Contractor and a corporated bonding company licensed to transact such business in the state in which the work is to be performed and named on the current list of "Surety Companies Acceptable on Federal

Bonds" as published in the Treasury Department Circular Number 570. The expense of these bonds shall be borne by the Contractor. If at any time a surety on any such Bond is declared a bankrupt or loses its rights to do business in the state in which the work is to be performed or is removed from the list of Surety Companies accepted on Federal

Bonds, Contractor shall within ten (10) days after notice from the Owner to do so, substitute an acceptable bond (or bonds) in such form and sum and signed by such other surety or sureties as may be satisfactory to the Owner. The premiums on such bond shall not be deemed due nor shall be made until the new surety or sureties shall have furnished an acceptable bond to the Owner.

2. CONSTRUCTION STAKES

The Engineer will furnish the Contractor sufficient points and bench marks necessary to accurately establish the lines and elevations necessary to the proper prosecution of the work contracted herein. The Contractor shall be responsible for the establishment of all blue tops, grade pins, nails, cut stakes, offset Engineer's temporary bench marks, and all other control which in the opinion of the Engineer are necessary to construct the project as shown on the plans or as directed by the Engineer. The Contractor shall furnish all labor and materials necessary to perform the above mentioned control work at no additional cost to the Owner. The Contractor shall satisfy himself as to the accuracy of all measurements before constructing any permanent structure and shall not take advantage of any errors which may have been made in planning or laying out of work.

Such stakes and markings as the Engineer may set either for his own or the Contractor's guidance shall be scrupulously preserved by the Contractor. In case of negligence on the part of the Contractor or his employees, resulting in the destruction of such stakes or markings, an amount equal to the cost of replacing the same may be deducted from subsequent estimates due the Contractor, at the discretion of the Engineer.

3. CONFORMITY WITH PLANS

Elevations in all cases shall conform with line, grade, cross sections and dimensions shown on the approved Contract Drawings. Any deviations from the plans and approved drawings as may be required by the exigencies of construction, shall in all cases be approved by the Engineer and authorized in writing.

SPECIAL CONDITIONS 00 73 93 - 2

4. INSPECTION FACILITIES

The Contractor shall at all times provide access to, and all means necessary to provide for inspection of all parts of the work by the Engineer.

5. UTILITIES

The Contractor shall be responsible for any damage done by him or any of his subcontractors to all utilities within the limits of the work. It shall be his responsibility to locate and determine the depth of the existing utilities and manholes as far ahead of his operations as practicable and shall keep the Engineer informed of possible vertical and horizontal conflicts. The Engineer shall adjust the alignment and/or profile of the proposed facilities insofar as practically feasible to eliminate potential conflicts.

Unavoidable conflicts will be eliminated as described below. Should any utilities or appurtenances be damaged by the Contractor's activities and operations under this contract, the Contractor shall cause the necessary repairs to be made and shall pay the entire cost thereof without compensation. Temporary repairs may be made by the

Contractor to utilities damaged by his operations when such utilities are to be relocated, provided such temporary repairs are adequate to maintain the utility in service until the permanent relocation or adjustment is made.

No separate compensation shall be allowed the Contractor for any work required by this paragraph due to conflicts with lines and appurtenances or as a result of grade revisions.

a. High Pressure Gas Lines: Where they interfere with work, high-pressure gas lines and appurtenances will be moved by the Okaloosa Gas District. The Contractor shall pay any charges made by the Gas District.

b. Low Pressure Gas Lines: Where they interfere with work, low pressure gas lines and appurtenances will be moved by the Contractor at no expense to the Owner.

c. Sanitary Sewers: Where they interfere with the work, existing sanitary sewer lines and laterals will be moved by the Contractor. The Contractor shall notify the Director of the Water and Sewer System at least twenty-four (24) hours prior to the initiation of any such relocation work.

d. Water Lines: Where water lines interfere with the work they will be relocated by the Contractor. The Contractor shall notify the Director of the Water and Sewer

System at least twenty-four (24) hours prior to the initiation of any such relocation work.

e. Storm Drainage Pipe: The Contractor shall excavate a sufficient distance ahead of his work to allow the Engineer time and space to resolve conflicts with any storm drainage pipes which are not shown on the plans. It is the Contractor's responsibility to protect all existing storm drainage pipes which interfere with his operations. When the plans do not indicate the conflict and the Engineer finds

SPECIAL CONDITIONS 00 73 93 - 3

that the conflict creates an undue hardship on the Contractor or calls for work outside the scope of the contract, the Engineer will determine the most appropriate method for resolving the conflict which is satisfactory to both the

Owner and the Contractor. This additional work shall be handled by contract change order or field instructions by the Engineer or his representative depending upon the extent and cost of said additional work.

6. CONTRACTOR'S RESPONSIBILITY FOR WORK

Until final acceptance of the work by the Owner, the work shall be in the custody and under the charge and care of the Contractor and he shall take every necessary precaution against injury or damage to any part thereof by the action of the elements or from any other cause, whether arising from execution or from the non-execution of the work, unless otherwise provided for elsewhere in the Contract Documents. The Contractor shall rebuild, repair, restore, and make good, without extra compensation, all injuries or damages to any portion of the work occasioned by any of the above causes before its completion and acceptance, and shall bear the expenses thereof. In case of suspension of the work from any cause whatever, the Contractor shall be responsible for all materials and equipment and shall properly store them, if necessary, and shall provide suitable shelter from damage and shall erect temporary structures where necessary.

7. EXTRA CHARGES

Upon receiving a change order or field order, the Contractor shall notify the Engineer of any additional charges the Contractor feels he is due prior to initiating the work under consideration.

8. FLOOD INSURANCE

The Contractor shall carry flood insurance for projects located in designated flood hazard areas in which federal flood hazard insurance is available.

9. EXAMINATION OF PLANS, SPECIFICATIONS, SUPPLEMENTARY CONDITIONS,

AND SITE WORK

Before submitting a proposal, bidders shall examine carefully the site of the proposed work, the general and local conditions, the proposal form, standard specifications, supplemental specifications, provisions, and the contract and bond forms, and it is mutually agreed that the submission of a proposal shall be prima facie evidence that the bidder has made such examination and has judged for and satisfied himself as to the surface and subsurface conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished , and as to the requirements of plans, standard specifications, supplemental specifications, special provision contract, and bonds. No adjustments or compensation will be allowed for losses caused by failure to comply with this requirement.

SPECIAL CONDITIONS 00 73 93 - 4

Bidders are advised that the Owner disclaims responsibility for any opinions, conclusions, interpretations, or deductions that may be expressed or implied in any of the information presented or made available to bidders; it being expressly understood that the making of deductions, interpretations, and conclusions from all of the accessible factual information is the bidder's sole responsibility.

10. SUBSURFACE CONDITIONS

The Contractor shall check all subsurface conditions and satisfy himself on those conditions before submitting a bid. Subsurface conditions discovered during construction shall not be a basis for extra compensation.

11. ENVIRONMENTAL CONTROL

The Contractor shall insure that good environmental protection practices and methods are instituted to protect surface waters from excessive silt, sediments and nutrients caused by his construction operations.

Storm drainage facilities and temporary dikes, checks, channelization, grassing and any other prudent control shall be installed in the initial stages and as necessary in order to fulfill the requirements set forth in the above regulations. The Contractor shall be responsible for all environmental damages caused by his operations.

Cost for complying with these regulations shall be considered incidental to the work on the bid schedule and no separate payment will be made.

12. PROSECUTION OF WORK

a. All the work shall be prosecuted in a manner which according to local conditions shall be best calculated to promote rapidity in construction, to secure safety to life and property and also to reduce to a minimum any interference with abutting property or public travel.

b. The Contractor shall conduct his operations diligently in all parts of the work, coordinating his part so that the completion of the work shall not be unnecessarily delayed.

13. USE OF ADJOINING PROPERTY

Whenever it is necessary for the Contractor to occupy or otherwise use land adjacent to the work which is not the property of the Owner or for use of which no permit has been granted, the Contractor must make his own arrangements with the Owner of such property.

SPECIAL CONDITIONS 00 73 93 - 5

14. SAFETY AND HEALTH REGULATIONS

The Contractor shall comply with the Department of Labor Safety and Health

Regulations for construction promulgated under Occupational Safety and Health Act of

1970 (PL-91-596) and under Section 107 of the Contract Work Hours and Safety

Standards Act (PL-91-54).

15. OBSERVANCE OF LAWS AND REGULATIONS

The Contractor shall keep himself informed of all laws, ordinances, and regulations in any manner affecting those employed on the work, or the materials used in the work, or in any way affecting the conduct of the work, and of all orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. He shall at all times himself observe and comply with, and shall require all his agents, employees and subcontractors to observe and comply with all such applicable laws, ordinances, regulations, orders and decrees in effect or which may become effective before completion of this contract; and shall protect and indemnify the Owner against any claim of liability arising from or based upon the violation of any such law, ordinance, regulation, order, or decree, whether by himself, his employees or his subcontractors. When local or state laws or ordinances conflict with federal laws or regulations, federal laws or regulations shall take precedence.

16. FINAL CONSTRUCTION INSPECTION

Whenever the Contractor considers the work required by the contract is nearing completion and ready for use, he shall notify the Engineer and request an inspection of substantial completion. Within five (5) days after receiving the notification by the

Contractor, the Engineer will inspect all work in the contract. If the Engineer finds that the work has been substantially completed, he will issue a letter of substantial completion. If the Engineer finds that the work has not been substantially completed at the time of such inspection, he will advise the Contractor in writing as to the work to be done or the particular defects in the construction discovered during the inspection. After such work has been completed satisfactorily, the Engineer will re-inspect the work for substantial completion.

When the Contractor considers the work completed, he shall notify the Engineer and request a final inspection. Within five (5) days after receiving the notification by the

Contractor, the Engineer shall conduct a final inspection. If the Engineer finds the work has been completed, he will issue a letter stating that the project is complete. If the

Engineer finds that the work has not been completed at the time of the inspection, he will advise the Contractor in writing as to the work to be done to complete the project. After such work has been satisfactorily completed, the Engineer will re-inspect the work. When the Engineer considers the work complete, he will issue a letter of final completion.

SPECIAL CONDITIONS 00 73 93 - 6

17. EQUIPMENT AND MATERIALS REMOVED

All equipment and materials removed and/or replaced in the contract which the Owner wants shall become the property of the Owner and shall be placed at a location on the site designated by the Owner. All other equipment and materials which the Owner does not want shall be disposed of off-site at the expense of the Contractor. The Owner shall be final judge of what is salvageable.

18. REMOVAL OF DEBRIS

The Contractor shall frequently clean up all refuse, rubbish, scrap materials and debris caused by his operations, so that at all times the site of the work shall present a neat, orderly and workmanlike appearance.

19. TEMPORARY ROADS, DETOURS AND MAINTENANCE OF ACCESS

a. Detours and temporary structures necessary for travel during the prosecutions of the work will be at the expense of the Contractor.

b. No section of the work shall be closed to traffic unless approved by the Engineer.

Suitable signs indicating "Road Closed" or "Detour" shall be erected by the

Contractor as ordered by the Engineer at no expense.

c. If in the opinion of the Engineer the Contractor does not comply with the above requirements such work as the Engineer may deem necessary may be performed by others at the direction of the Engineer and the charges therefor held from any money due or to become due to the Contractor on this or any other Contract.

20. RESTORATION OF THE GROUNDS

As the work progresses and whenever so directed by the Engineer, the Contractor is to remove all surplus material and completely restore to good condition, all surface, disturbed, destroyed or removed by the Contractor, or his agent, or on account of construction. When the Contractor fails to promptly restore the streets or other property, the Engineer, after having given three (3) days notice to the Contractor shall have the work shut down until the streets and other property have been restored. Loss of time due to such shut-down will not entitle the Contractor to any extension of time or extra compensation.

Before final inspection is made, all surfaces disturbed on account of this construction shall be leveled up and all surplus material and rubbish incident to the construction must be removed and disposed of and streets, gutters, ditches, sidewalks, crossings, railroads, grass plots and other property affected by the Construction shall be left in good and acceptable condition.

SPECIAL CONDITIONS 00 73 93 - 7

21. LOCATION AND DEPTH OF PIPE LAYING

Alignment and depth of pipe to be installed have been shown on the plans and in the specifications to reflect the general layout and facilities the Contractor is bidding and laying out the work. Pipe locations and depth of cover will be varied as directed by the

Engineer if such variance is necessary in order to clear obstructions or utilities that interfere with the construction of the water mains. No additional payment will be made for pipe installed at greater depth or different locations than shown on the plans and/or in the specifications.

The Contractor shall make all necessary explorations and excavations for obstructions ahead of the pipe laying to permit sufficient time for any adjustments of locations or depth necessary for installing the water mains and making connections to the existing system.

22. UNDERGROUND UTILITIES AND SERVICES

The plans show certain features of the topography and certain underground utilities, but they do not purport to show in detail all such lines or obstructions. Such topography and notes on the plans were inserted from records available and are for the Contractor's convenience only, and shall not be used as basis for any claims of extra compensation.

All pipes or other underground utilities shall be maintained in continuous service where possible and shall be properly protected and supported. In no case shall interruptions to utilities be allowed to exist outside of working hours.

Prior to starting the work, the proper authorities of all utilities shall be notified by the

Contractor and the Contractor shall cooperate in every way possible with these authorities. Whenever necessary to determine the location of existing pipes, valves or other underground structures, the Contractor shall examine all available records and shall made all explorations and excavations necessary for such purpose.

23. CHEMICALS

All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, reactant or other classification, must show approval of either EPA or USDA. Use of such chemicals and disposal of residues shall be in strict conformance with manufacturer's instructions.

24. LOCAL PERMITS

The Contractor will obtain all local permits including building permits from the political jurisdiction in which work is being accomplished at the expense of the Owner

Due to uncertainty of permit fees (as they are based on construction costs and cost of project will be determined by bid), the bid schedule includes a line item allowance for permit fees. Successful Contractor will be reimbursed for actual permit fees based on

SPECIAL CONDITIONS 00 73 93 - 8

remitted documentation and receipts from the County. No markup will be paid on this item. Any remaining allowance in this item upon completion of the project will be removed from the Contract via final summary Change Order.

25. PROJECT WARRANTY

The five-year warranty period provided under this contract shall begin on the date of the final inspection when the Engineer certifies the project substantially complete. In accordance with Section 29 of the General Conditions, this warranty shall cover defects in all material, equipment, and labor furnished under this contract.

All manufacturers of equipment furnished under this contract shall, as a minimum, provide separate warranties to both the Owner and the Contractor covering all parts, labor, shipping and handling charges for repairing or replacing equipment which proves defective during normal use for

1. Five year from date of shipment, or

2. Five year from date of substantial completion, whichever occurs earlier regardless of the date the equipment is placed in interim service.

Included in each equipment manufacturer's submittal data shall be a certified statement that the manufacturer will comply with the above warranty provisions. In the event that the manufacturer's warranty expires prior to the Contractor's warranty, the Contractor shall assume full responsibility for all equipment warranties to the Owner for the remainder of the contract warranty period.

26. DEPOSITS AND WATER USAGE ON A HYDRANT METER

1. For any construction water utilized via a hydrant meter, the contractor shall setup an account with OCWS’ Customer Service office and provide contract information.

2. The account shall be setup in the contractor’s name with a deposit and service fee paid by the contractor. The deposit will be refunded when the account terminates if the meter has not been damaged or lost.

3. OCWS will be responsible for setting the hydrant meter, along with the monthly reading. If the hydrant meter needs to be relocated, contractor to coordinate this with

OCWS Maintenance.

4. Water usage will not be charged to the contractor, provided that the above conditions are met.

END OF SECTION 00 73 93

SUMMARY OF WORK 01 11 00 - 1

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. The work included in this control generally consists of the design, fabrication and erection of a

750,000-gallon single pedestal elevated water storage tank including foundation design as shown on the drawings and specified in these specifications. Work also includes site work, piping, grading, electrical and controls.

1.2 WORK SEQUENCE

A. Contractor’s option but planned so that all work will be completed in the days allocated in the

Agreement.

1.3 CONTRACTOR’S USE OF PREMISES

A. Contractor shall coordinate use of premises under direction of Owner.

B. Contractor shall assume full responsibility for the protection and safekeeping of products under this contract, stored on the site.

C. Contractor shall move any stored products, under Contractor's control, which interfere with operations of the Owner.

1.4 OWNER OCCUPANCY

A. Not applicable to this project

1.5 SUBSTITUTION OF EQUIPMENT AND MATERIALS

A. In the Plans and Specifications, certain equipment and materials are identified by manufacturer in order to establish the quality expected by the Owner and Engineer. Equipment of equal or better quality may be substituted for those named at the Contractor's option with the stipulations described below. If this equipment is subsequently disapproved, the Contractor shall resubmit until the equipment he proposes is approved. The Engineer shall be the final authority on equality.

B. This substitution paragraph does not apply to those pieces of equipment identified by a manufacturer followed by the words "to match existing” or “no substitution”.

C. Where equipment is identified by manufacturer, the first name appearing on the Plans is the name of the manufacturer around which the facility was designed. The second name is a manufacturer known to the Engineer to produce a similar piece of equipment of equal quality.

SUMMARY OF WORK 01 11 00 - 2

As described above, the Contractor may choose to install another manufacturer's equipment. If the Contractor chooses to install any piece of equipment other than the first named, any modifications or additional components required to provide a complete and satisfactory installation shall be provided by the Contractor at no additional expense to the Owner.

1.6 WORK HOURS

A. THE Work shall be performed only during the hours as referenced in the Special Conditions.

1. Contractor shall submit written request to Owner requesting different work hours and stating the reason for the request, including why it would be in the best interest of the

Owner to approve the request.

2. Owner gives written approval of the request.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 11 00

MEASUREMENT AND PAYMENT 01 22 00 - 1

SECTION 01 22 00 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 GENERAL

A. This section describes the methods by which measurement will be made of the quantities for which payment will be made for the project.

B. It is the intention of this specification that payment will be made for those items listed in the Bid

Schedule only. All items of work not specifically listed in the Bid Schedule shall be considered incidental to the construction, and the cost of all such work and material shall be included in the prices bid for the various items listed.

1.2 STORED MATERIALS

A. Partial payment shall be made for approved materials stored at the project site at the presentation of material invoices in the proper manner as stated in the General Conditions and Contract.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 22 00

COORDINATION OF WORK 01 31 13 - 1

SECTION 01 31 13 - COORDINATION OF WORK

PART 1 - GENERAL

1.1 GENERAL

A. All work herein described shall be performed by the Contractor, or his approved subcontractors, who shall bear all responsibility for it and who shall willingly submit to inspection of and review of the work at all times by representatives of the U.S. Environmental Protection Agency, the state environmental agency, the Engineer, the Owner, and/or the Owner's designated representative.

1.2 EXISTING FACILITIES

A. The Contractor shall coordinate his work with the Owner so that the construction will not restrain or hinder the operation of the existing facilities.

B. Connections to the existing facilities or alteration of existing facilities will be made at times when the use of the piping or facility can be conveniently interrupted for the period of time needed to make the connection or alteration.

C. After having coordinated his work with the Owner, the Contractor shall notify the Engineer of the time, time limits and methods of each connection or alteration and have the approval of the

Engineer before any work is undertaken on the connections or alterations.

1.3 OTHER UTILITIES

A. The Contractor shall coordinate his operations with all utility companies near or adjacent to the area of his work. The Contractor shall require said utilities to identify in the field their property and provide drawings as necessary to locate them.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 31 13

PRECONSTRUCTION CONFERENCE 01 31 19.13 - 1

SECTION 01 31 19.13 - PRECONSTRUCTION CONFERENCE

PART 1 - GENERAL

1.1 DESCRIPTION

A. After award of bid and prior to beginning construction, a conference will be held with representatives of the Contractor, Owner, Engineer and the affected utility companies to discuss schedules and utility conflicts in the Project. This conference is intended to establish lines of communication between the parties involved. Time and place of preconstruction conference will be determined after bid award.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 31 19.13

PROGRESS MEETINGS 01 31 19.23 - 1

SECTION 01 31 19.23 - PROGRESS MEETINGS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The Owner may request meetings with the Contractor at any time on matters pertaining to the progress of Work being carried out under this Contract. It will be the responsibility of the

Contractor to supply whatever information is requested by the Owner concerning the Project throughout its duration and to meet with the Owner and Engineer. These meetings may be as often as monthly (or more often if conditions of the construction require).

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 31 19.23

CONSTRUCTION SCHEDULING 01 32 13 - 1

SECTION 01 32 13 - CONSTRUCTION SCHEDULING

PART 1 - GENERAL

1.1 DESCRIPTION

A. The Contractor shall submit to the Engineer for approval construction planning, scheduling, and cost value documentation pertaining to the project as detailed herein and shall update same throughout project as required.

1.2 SUBMITTALS

A. Submit in accordance with Section 01 33 00.

B. Within ten (10) working days of Notice to Proceed, the Contractor shall submit to the Engineer for approval the products required by this Section of the Specifications.

C. Within seven (7) working days following receipt of same the Engineer shall review the

Contractor's proposed construction plans and schedules and provide any comments to the

Contractor.

D. Within seven (7) working days following the Engineer's review the Contractor shall resubmit a revised copy of those documents requiring revision.

E. The Contractor shall update the work schedules at least monthly and indicate those activities whose completion dates are in jeopardy because of activities behind schedule.

F. The Owner may require the Contractor to modify any portions of the work schedule that become infeasible because of "activities behind schedule" or for any other valid reason. Any such modification will be at the Contractor's expense unless the modification is required to accommodate schedule revisions required by the Owner.

G. An activity that cannot be completed by its original latest completion date shall be deemed to be behind schedule.

1.3 CHANGE ORDERS

A. Upon approval of a Change Order by the Owner, the approved change shall be reflected in the next submittal by the Contractor.

1.4 CONSTRUCTION PROGRESS SCHEDULE

A. The Construction Progress Schedule shall be submitted in form satisfactory to the Owner showing:

1. Activity Number

2. Activity Description

CONSTRUCTION SCHEDULING 01 32 13 - 2

3. Estimated Activity Duration (Work Days)

4. Activity Start Date (Calendar Dated)

5. Activity Finish Date (Calendar Dated)

6. Activity Cost of each of the various subdivisions of work required under the Contract Documents, Specifications, and Drawings.

B. The anticipated amount of each monthly payment that will become due the Contractor in accordance with the progress schedule shall be included thereon. This anticipated monthly payment schedule shall distribute the costs of the project more or less evenly over the scheduled project life in a manner acceptable to the Owner and compatible with the Owner's funding arrangements for the project. Resubmittal will be required until anticipated monthly payment schedule is acceptable to Owner. For this project, substantial variation from this schedule of payments will not be permitted.

C. The activity durations shall be depicted in the form of a bar chart and shall be overlaid with graph of the cumulative anticipated monthly payments due the Contractor.

1.5 ESTIMATES

A. The Detailed Estimates shall give a complete and satisfactory breakdown of the contract amount.

B. Periodic Itemized Estimates shall detail work done for the purpose of tabulating partial payments thereon.

1.6 PROJECT INFORMATION

A. Each tabulation shall be prefaced with the following summary data:

1. Project Name

2. Contractor

3. Type of Tabulation (Initial or Updated with revision number)

4. Project Duration

5. Project Scheduled Completion Date

6. Effective or Starting Date of the Schedule

7. If an updated (revised) schedule, the new project completion date and project status.

1.7 SCHEDULE MONITORING

A. On a monthly basis, the Contractor shall submit to the Engineer a revised schedule for those activities that remain to occur.

B. The revised schedule shall be submitted in the form, sequence, and of the number of copies requested for the initial schedule.

CONSTRUCTION SCHEDULING 01 32 13 - 3

1.8 COST VALUE FOR ACTIVITIES

A. The Contractor shall establish and submit a cost value for each activity in his progress schedule and estimates so that monthly partial payments to the Contractor can be calculated on the basis of work in place.

B. Subject to the provisions for "Partial Payment" in the General Conditions of the Contract all cost value reports for network activities shall be based upon the close of books as of the 20th day of each month, and the submittal of such costs value for activities shall be submitted to the

Engineer for review and approval not later than the 25th day of each month.

C. Wherever in the Supplementary General Provisions it is provided that payments will be allowed for materials delivered to the site but not yet incorporated in the work, subject to the terms and conditions specified in the General Conditions, separate pay items shall be established for the furnishing and for the installation of such items.

D. Costs of materials delivered to the site but not yet incorporated into the work shall be included as a separate pay item and shall not be included in the cost value of the installation activity for such materials.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 32 13

SUBMITTALS 01 33 00 - 1

SECTION 01 33 00 - SUBMITTALS

PART 1 - GENERAL

1.1 DESCRIPTION AND REQUIREMENTS

A. Type of Submittals. This Section of the Specifications describes the procedures for submittals of

Schedule of Submittals, Schedule of Construction, Insurance Certificates, List of

Subcontractors, Anticipated Payment Schedules, Shop Drawings, Product Data, Samples, and miscellaneous work-related submittals.

B. Related Work Specified Elsewhere:

1. Definitions and Additional Responsible Parties:

a. Section 00 72 00: General Conditions.

b. Section 00 73 00: Supplementary Conditions.

C. Submittal Contents. The submittal contents required are specified in each section and in this specification.

D. Definitions. Submittals are categorized as follows:

1. Shop Drawings:

a. Shop drawings shall include technical data, drawings, diagrams, performance curves, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information as applicable to the specific item for which the shop drawing is prepared.

b. Provide newly-prepared information, on reproducible sheets, with graphic information at accurate scale (except as otherwise indicated) or appropriate number of prints hereof, with name of preparer (firm name) indicated. The Contract

Drawings shall not be traced or reproduced by any method for use as or in lieu of detail shop drawings. Show dimensions and note which are based on field measurement. Identify materials and products in the work shown. Indicate compliance with standards and special coordination requirements. Do not allow shop drawing copies without appropriate final "Action" markings by the Engineer to be used in connection with the Work.

2. Product Data:

a. Product data includes standard printed information on materials, products and systems, not specially prepared for this project, other than the designation of selections from among available choices printed therein.

b. Collect required data into one submittal for each unit of work or system, and clearly mark each copy to show which choices and options are applicable to project. Include manufacturer's standard printed recommendations for application and use, compliance with standards, application of labels and seals, notation of field measurements which have been checked, and special coordination requirements.

c. Show all performance characteristics, capacities, clearances required, and wiring or piping diagrams. Supplement standard information to provide all information specifically applicable to work.

SUBMITTALS 01 33 00 - 2

3. Samples:

a. Samples include both fabricated and unfabricated physical examples of materials, products and units of work, both as complete units and as smaller portions of units of work, either for limited visual inspection or (where indicated) for more detailed testing and analysis.

b. Provide units identical with final condition of proposed materials or products for the work. Include "range" samples (not less than 3 units) where unavoidable variations must be expected, and describe or identify variations between units of each set. Provide full set of optional samples where the Engineer's selection is required. Prepare samples to match the Engineer's sample where indicated. Include information with each sample to show generic description, source or product name and manufacturer, limitations, and compliance with standards. Samples are submitted for review and confirmation of "kind" by the Engineer. Engineer will not "test" samples (expect as otherwise indicated) for other requirements, which are the exclusive responsibility of the Contractor.

c. Samples shall be of sufficient size to clearly indicate functional characteristics of the products and full range of color, texture, and pattern.

4. Miscellaneous submittals related directly to the work (non-administrative) include warranties, maintenance agreements, workmanship bonds, project photographs, survey data and reports, physical work records, statements of applicability, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, and similar information, devices and materials applicable to the Work but not processed as shop drawings, product data or samples.

E. List of Required Submittals:

No. Section Description

1. ITB Schedule of Values/Payment Estimate Schedule

2. ITB Certification of Insurance

3. ITB List of Subcontractors

4. ITB Contractor’s Release of Liens

5. ITB Construction “As-Builts”

6. ITB Completed Operations Insurance

7. ITB Operation and Maintenance Data

8. ITB Permits (County Electrical)

9. 01 32 13 Construction Progress Schedule

10. 03 30 00 Concrete product data, concrete mix designs and test reports

11. 01 79 00 Warranties and Bonds

12. 26 29 20 Panelboards product data, detailed shop drawings

13. 26 29 40 Product data (rods, conductors, connectors) and field test reports

14. 26 35 53 Transient Voltage Suppression product data, UL certificates, field test reports, O&M data

15. 26 50 00 Product data for each Interior Lighting fixture

16. 32 31 13.01 Fencing shop drawings and engineering data

17. 33 05 52 Engineering data and AIS compliance for valves and fittings

18. 33 16 19.03 AIS compliance for Structural Steel

SUBMITTALS 01 33 00 - 3

No. Section Description

19. 33 16 19.03 Tank Erection Drawings and Details

20. 33 16 19.03 Foundation Drawings and Calculations

21. 33 16 19.03 Accessories Product Data

22. 33 16 19.03 Paint Material Data Sheets

23. 33 16 19.03 Ladder Safety Equipment

1.2 GENERAL SUBMITTAL REQUIREMENTS

A. Scheduling. Where appropriate in various required administrative submittals (listings of products, manufacturers, supplier and subcontractors, and in job progress schedule), show principle work-related submittal requirements and time schedules for coordination and integration of submittal activity with related work in each instance. Valparaiso

B. Coordination of Submittal Times. Prepare and transmit each submittal to the Engineer sufficiently in advance of performing related work or other applicable activities, so the installation will not be delayed or improperly sequenced by processing times, including non-approval and resubmittal (if required). Coordinate with other submittals, testing, purchasing, delivery and similar sequenced activities. No extension of time will be authorized because of

Contractor's failure to transmit submittals to the Engineer sufficiently in advance of the work.

C. Sequencing Requirements. As applicable in each instance, do not proceed with a unit of work until submittal procedures have been sequenced with related units of work, in a manner which will ensure that the action will not need to be later modified or rescinded by reason of a subsequent submittal which should have been processed earlier or concurrently for coordination.

D. Preparation of Submittals. Provide permanent marking on each submittal to identify project, date, Contractor, subcontractor, submittal name and similar information to distinguish it from other submittals. Show Contractor's executed review and approval marking and provide space for the Engineer's "Action" marking. Package each submittal appropriately for transmittal and handling. Submittals which are received from sources other than through the Contractor's office will be returned "without action".

E. Transmittal Identification.

1. Number transmittals in sequence for each Division of the Specifications. The number before the dash indicates the Section of the Specifications, and the number after the dash is the sequence number of the transmittal (33 11 00-1 would be the first transmittal applicable to Section 33 11 00 of the Specifications. 33 11 00-2 would be the second transmittal for Section 33 11 00, etc.)

2. Identify resubmittals with a letter of the alphabet following the original number, using A for the first resubmittal, B for the second resubmittal, etc. A resubmittal affecting transmittal 33 11 00-1 would then be numbered 33 11 00-1A. The 33 11 00-1 would then be entered in the space "Previous Transmittal Number", which is left blank except on resubmittals.

SUBMITTALS 01 33 00 - 4

1.3 SPECIFIC CATEGORY REQUIREMENTS

A. General. Except as otherwise indicated in the individual work sections, comply with general requirements specified herein for each indicated category of submittal.

1. Submittals shall be accompanied by a cover sheet which shall contain:

a. The date of submission and the dates of any previous submissions.

b. The Project title and number.

c. Date.

d. Contract No.

e. The names of the:

1) Contractor

2) Supplier

3) Manufacturer

f. Identification of the product, with the Specification Section number.

g. A list of all the sheets included in the submittal.

h. Field dimensions, clearly identified as such.

i. Relation to adjacent or critical features of the work or materials.

j. Applicable standards, such as ASTM or Federal Specification numbers.

k. Notification to the Engineer in writing, at time of submission, of any deviations on the submittals from requirements of the Contract Documents.

l. Identification of revisions on resubmittals.

m. An 8 inch x 3 inch blank space for Contractor and Engineer stamps.

n. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the

Work and of Contract Documents.

o. Submittal sheets or drawings showing more than the particular item under consideration shall have all but the pertinent description of the item for which review is requested crossed out.

1.4 CONTRACTOR RESPONSIBILITIES

A. In addition to any other requirements of this section, the Contractor shall be responsible to:

1. Review shop drawings, product data and samples prior to submission.

2. Determine and verify:

a. Field measurements.

b. Field construction criteria and required clearances.

c. Catalog numbers and similar data.

d. Conformance with specifications.

3. Coordinate each submittal with requirements of the work and of the Contract Documents.

4. Notify the Engineer in writing, at time of submission, of any deviations in the submittals from requirements of the Contract Documents.

5. Begin no fabrication or work which requires submittals until return of submittals with

Engineer approval.

1.5 ROUTING OF SUBMITTALS

A. Submittals and routine correspondence shall be routed as follows:

1. Supplier to Contractor (through representative if applicable) for detailed review.

SUBMITTALS 01 33 00 - 5

2. Contractor to Consulting Engineer for review or comment.

3. Consulting Engineer to Contractor.

4. Contractor to Field Office and Supplier.

1.6 SUBMITTAL COPIES REQUIRED (NOTE – Submittals may be submitted and processed electronically at Contractor’s choice. Electronic submittals will make this section obsolete)

A. Shop Drawings, Product Data, and Miscellaneous Submittals. All released submittals will be distributed as follows:

1. For Poly, Inc. 2 copies

2. For Owner 1 copy

3. For Contractor 3 copies

TOTAL 6 copies

B. To the above number may be added additional copies as required by the Contractor.

C. The Engineer will mark all copies of each shop drawing. One will be retained in the Engineer's office, one sent to the RPR, one will be retained for the Owner and the remaining copies sent to the Contractor for his records and distribution.

D. For nonapproval items, such as…