LS_14_Electrical_-_Bid_Set_Specifications.pdf

CONTRACT DOCUMENTS

For the Construction of the

NEW SMYRNA BEACH UTILITIES

LIFT STATION #14 ELECTRICAL IMPROVEMENTS

PROCUREMENT REQUIREMENTS

CONTRACTING REQUIREMENTS

TECHNICAL SPECIFICATIONS

DIV 00-16

January 2024

Prepared For: Prepared By:

Tetra Tech, Inc.

201 E. Pine Street, Suite 1000

Orlando, FL 32801

(407) 839-3955

Tetra Tech #200-08460-24008

Bid Set Submittal

NEW SMYRNA BEACH UTILITIES

LIFT STATION NO. 14 ELECTRICAL IMPROVEMENTS

TABLE OF CONTENTS

BID SET SUBMITTAL

Section Title

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DIVISION 0 – BIDDING AND CONTRACT REQUIREMENTS

Invitation to Bid 1 Bid Schedule 3 General Terms & Conditions w. Insurance Requirements 4 Certification of Drug-Free Workplace Form 18 Public Entity Crimes Form 19 Non-Collusion Affidavit of Prime Bidder Form 21 Authorized Signatures/Negotiators 22 E-Verify Affidavit 23 Request For Taxpayer Identification Number and Certification W-9 Form 24 Vendor Application 25 Questionnaire 26 Designated Subcontractors List 27 Required Disclosure 29 Bid Submittal Requirements 30 Compliance with Florida Trench Safety Act 31 Bid Scope of Work/Services 32 Bid Tabulation 33 Bid Form 34 Statement of No Bid 36 00410 Bid Bond 37 00500 Standard Form of Agreement 40 00645 Performance and Payment Bond 53 01000 Project Requirements 54 01027 Applications for Payments 60 01380 Construction Photographs 63 01700 Project Closeout 65

DIVISION 1 – GENERAL REQUIREMENTS

01005 Project Requirements 01010 Summary of Work 01025 Measurement and Payment 01041 Project Coordination 01050 Field Engineering and Surveying 01065 Permits and Fees 01070 Abbreviations and Symbols 01090 Reference Standards 01100 Pollution and Noise Controls 01200 Project Meetings 01300 Contractor Submittals

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DIVISION 1 – GENERAL REQUIREMENTS (cont.)

01310 Construction Progress Schedules 01340 Shop Drawings, Working Drawings, and Samples 01370 Schedule of Values 01380 Color Audio Video Taping of Construction Area 01400 Quality Control 01505 Mobilization 01510 Temporary Utilities 01530 Protection of Existing Facilities 01550 Site Access and Storage 01568 Temporary Erosion and Sedimentation Control 01600 Products, Materials, Equipment, and Substitutions 01650 Start-Up and Check-Out 01700 Contract Closeout 01710 Cleaning 01720 Project Record Documents 01730 Operating and Maintenance Data 01740 Warranties and Bonds

DIVISION 2 – SITEWORK

02050 Demolition and Maintenance of Service During Construction 02090 Soil Borings 02100 Site Preparation 02920 Restoration

DIVISIONS 3 –12 (NOT USED)

DIVISION 13 – SPECIAL CONSTRUCTION

13410 Basic Instrumentation Requirements 13430 Control Panels and Consoles 13600 Field Testing

DIVISIONS 14 –15 (NOT USED)

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DIVISION 16 – ELECTRICAL

16050 Basic Electrical Requirements 16060 Grounding 16070 Supporting Devices 16075 Electrical Identification 16120 Wires and Cables 16130 Raceways 16135 Cabinets, Boxes, and Fittings 16151 Variable-Frequency Drives 16220 Motors 16238 Transfer Switches 16410 Circuit and Motor Disconnects

APPENDICES

Appendix A Geotechnical Report

ATTACHMENTS

Attachment A Construction Drawings

DIVISION 0

BIDDING AND CONTRACT

REQUIREMENTS

DIVISION 1

GENERAL

REQUIREMENTS

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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.

2. Work Included:

a. The Contractor shall furnish all labor, superintendence, materials, 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 construction permits except as provided for in Section 01065

– Permits and Fees. The Contractor shall perform and complete the Work in the manner best calculated to promote rapid construction consistent with safety of life and property and to the satisfaction of the Engineer, and in strict accordance with the Contract Documents. The Contractor shall clean up the Work and maintain it during and after construction, until accepted, and shall do all Work and pay all costs incidental thereto. He shall repair or restore all structures and property that may be damaged or disturbed during performance of the Work.

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

c. The Contractor shall provide and maintain 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.

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3. Public Utility Installations and Structures:

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

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

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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 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 reproducible drawings (22 inches by 34 inches) and one (1) reproducible copy of the specifications.

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 therefore to the Contractor shall be subject to the terms of the Agreement.

C. Contractor to Check Drawings and Data:

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

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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 for 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.

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.

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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 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.

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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 costs for inspections required under the Building Permit shall 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 Manufacturer:

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 conclusively prove that its characteristics comply fully with the requirements of the Contract Documents.

Shop tests where specified shall be witnessed by the Engineer.

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.

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3. The cost of shop tests, travel expenses of the Engineer, 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. The Engineer will establish benchmarks and baseline controlling points.

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

B. Surveys:

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

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

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

C. Safeguarding Marks:

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

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

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION

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SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.01 THE REQUIREMENT

A. The Work to be performed shall consist of furnishing parts, tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including but not limited to fuel, power, water, essential communications, and performing all Work or other operations required in strict accordance with the Drawings and these specifications. The Work shall be complete, and all Work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the Work in good faith shall be provided by the Contractor as though originally so indicated, at no increase in cost to the New Smyrna Beach Utilities (NSBU).

1.02 THE WORK

A. This Contract is for the construction of modifications to the Lift Station No. 14 Electrical project, as shown on the Drawings and specified herein. The Work consist of furnishing all labor, equipment, and materials for the construction of the facilities consisting of, but limited to, the following:

1. Replacement of existing electrical panel, VFDs, RTU, and appurtenances

2. Removal of existing concrete pad

3. Miscellaneous site improvements, including installation of gravel

1.03 CONTRACT METHOD

A. The Work hereunder will be constructed under a Contract Agreement between the Owner and Contractor, with unit and lump sum prices for the elements of the Work.

1.04 WORK BY OTHERS

A. Interference with Work on Utilities: The Contractors shall cooperate fully with all utility forces of the Owner or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the Work, and shall schedule the Work so as to minimize interference with said relocation, altering, or other rearranging of facilities.

1.05 SUBCONTRACTOR USE OF SITE

A. The Contractor's use of the site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities, and field offices.

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B. The Contractor shall continuously remove from the project excess fill, rock, and construction debris regularly and shall remove it within 48 hours when directed to do so by the Owner. All removed corrugated metal pipe, storm drain structures, and other demolished items shall be removed from the site or placed in dumpster within 24 hours of removal.

C. The Contractor shall obtain all required municipal or other governmental permits for any offsite storage yards, processing areas, or other operations.

1.06 OWNER USE OF THE SITE

A. The Owner may utilize all or part of the existing facilities during the entire period of construction for the conduct of the Owner’s normal operations. The Contractor shall cooperate and coordinate with the Owner to facilitate the Owner’s operations and to minimize interference with the Contractor's operations at the same time. In any event, the Owner shall be allowed access to the site at all times during the period of construction.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

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SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 DESCRIPTION

A. The Contractor shall receive and accept the compensation provided in the Proposal and the Contract as full payment for furnishing all materials, labor, tools and equipment, for performing all operations necessary to complete the work under the Contract, and also in full payment for all loss or damages arising from the nature of the Work, or from any discrepancy between the actual quantities of work and quantities herein estimated by the Engineer, or from the action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the final acceptance by the Owner.

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

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

1.02 MEASUREMENT

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

1.03 PAYMENT ITEMS

A. The following will clarify the work included for bid items in the Pay Items Sheet:

1. Furnish and Install Electrical, Instrumentation and Control Panels, and Systems:

(Bid Item No. 1)

a. Measurement for this item will not be made for payment and all items shall be included in the lump sum price.

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b. Payment for this item will be made at the Contract lump sum price, which includes all labor, materials, equipment, testing, coordination, training, and work required to remove and replace all the electrical equipment including but not limited to: Main Disconnect, Pump Control Panel, VFDs, Mini Power Zone, Antenna, and all associated conduit and wiring at the pump stations. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete. The cumulative total shall not exceed the Lump Sum bid pay item amount.

2. Site Improvements: (Bid Item No. 2)

a. Measurement for this item will not be made for payment, and all items shall be included in the Contract lump sum price.

b. Payment for this item 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 including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for the establishment of field office, building, 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 pre-construction expense necessary for the start of the Work; the cost of permits and fees, construction schedules, preconstruction video and photographs, project signs, shop drawings, temporary facilities, laydown storage area, construction aids, work associated with contractor support during Owner/Engineer reviews and inspection, re-inspections and any re-work resulting from same, cleaning, project records documents, and operation and maintenance data.

c. Full compensation for all insurance requirement costs, the cost of all bonds, permits, and all administrative costs associated with acquiring and maintaining the necessary coverage as described 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 the Contractor has obtained appropriate insurance and bonds.

d. Full compensation for all labor, materials, and equipment necessary to physically locate all utilities in the immediate area using non-destructive digging equipment, supplies and personnel experienced in the use of subsurface utility engineering (SUE) to determine precise horizontal and vertical positions of all utilities within the project limits, shall also include providing surveying, layout and field staking, including replacement/restoration of any damaged/removed items. The Contractor shall perform utility locates at least 21 calendar days in

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e. The work includes equipment to paint/mark the approximate position of the public or private underground utility, vacuum excavation equipment that includes air tools (water jet, air lance) to break up the surface and soil. The vacuum excavation equipment involves removing the disturbed soil and temporarily storing it. The exposed underground utility is examined and pertinent data such as size, type, material, and depth is gathered. A marker such as an iron rod and cap or nail and disk are placed next to the test hole and the depth measurement is taken to this point. The stored soil is then returned to the excavated test hole and the surface is returned to its original state; asphalt patch is tamped into the hole when applicable. Markings such as paint and/or lathe and ribbon are left near the hole for future identification. Assume all lines to be located are active lines and service must be maintained at all times possible.

f. Full compensation for all labor, materials, and equipment for all necessary stormwater management, site dewatering, which includes preventing siltation of receiving waters from dewatering activities, storm water, etc. Installation, maintenance and removal of silt barriers and inlet protection, turbidity barriers, including all labor, materials, equipment, and other incidentals necessary to complete the item, as shown in the Drawings, and specifically, the erosion control plans. Any costs to repair and/or replace damaged items will be included under the payment for stormwater pollution prevention.

g. Full compensation for all labor, materials, and equipment necessary as outlined in Section 02920, including but not limited to the removal and resetting of any private or public signs, markers, mailboxes, fences and other appurtenances, filling and final grading of all areas within the project, final grading of disturbed areas (to provide positive drainage), replacement of irrigation systems and piping, removal of trees, bushes, shrubs, mulch, and other vegetation, disposal of debris, erosion control, tree protection barriers, sodding, seeding, mulching, hauling, watering, fertilizing, protecting, miscellaneous landscaping, and all labor, materials, equipment, and other incidentals necessary to complete the item. Also includes cutting-in, rolling, and maintenance of sod until project final completion. Any costs to repair and/or replace damaged items will be included under the payment for this item.

h. Full compensation for the all labor, materials, equipment services, removal of debris from site, cleaning, transportation, and appropriate disposal of all items not retained by Owner which generally includes

Tt #200-08460-24008 01025-4 123024 concrete slabs, and any additional demolition shown on the Drawings but not mentioned herein. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete.

i. Full compensation for all materials and installation of the gravel and geomembrane liner per plan.

j. The Contractor shall submit invoices substantiating the cost of this item with each pay request. The cumulative total shall not exceed the Lump Sum bid pay item amount.

3. Project Allowance: (Bid Item No. 3)

a. Measurement for this item will not be made for payment, and all items shall be included in the Contract allowance.

b. Payment for this item will be made up to the Contract allowance value for the item as services are required and price is agreed upon by Owner and Engineer in writing prior to completing services, which price and payment shall be full compensation for all labor, materials, and equipment necessary for any unknown activities associated with utility improvement activities, that will be required by the Owner that were not included in the Contract Documents. Items for this bid item will not be made for payment without written authorization from the Owner.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

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SECTION 01041

PROJECT COORDINATION

PART 1 – GENERAL

1.01 WORK INCLUDED

A. Furnish personnel and equipment that will be efficient, appropriate, and large enough to secure a satisfactory quality of work and a rate of progress that will ensure the completion of the work within the Contract time. If at any time, such personnel appear to the Engineer to be inefficient, inappropriate, or insufficient for securing the quality of work aforementioned, he may order the Contractor to increase the efficiency, change the character or increase the personnel and equipment, and the Contractor shall conform to such order. Failure of the Engineer to give such order shall in no way relieve the Contractor or his obligations to secure the quality of the work and rate of progress.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.01 PIPE LOCATIONS

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

3.02 OPEN EXCAVATIONS

A. Contractor shall adequately safeguard all open excavations by providing temporary barricades, caution signs, lights, and other means to prevent accidents to persons, and damage to property. The Contractor shall, at his own expense, provide suitable and safe bridges and other crossings for accommodating travel by workmen. All open excavations shall comply with applicable OSHA Standards.

3.03 TEST PITS

A. Test pits for the purpose of locating underground pipelines or structures in advance of the construction shall be excavated and backfilled by the Contractor. Test pits shall be backfilled immediately after their purpose has been satisfied and maintained in a manner satisfactory to the Engineer. The costs for such test pits shall be borne by the Contractor.

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3.04 CARE AND PROTECTION OF PROPERTY

A. The Contractor shall be responsible for the preservation of all public and private property and shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the Work on the part of the Contractor, such property shall be restored by the Contractor, at his expense, to a condition similar or equal to that existing before the damage was done, or he shall make good the damage in other manner acceptable to the Engineer.

3.05 PROTECTION OF CONSTRUCTION AND EQUIPMENT

A. All newly constructed work shall be carefully protected from damage in any way. No wheeling or walking or placing of heavy loads on it shall be allowed and all portions damaged shall be reconstructed by the Contractor at no additional expense to the Owner.

B. Protect all structures in a suitable manner to prevent damage. Should any part of a structure become heaved, cracked or otherwise damaged, all such damaged portions of the work shall be completely repaired and made good by the Contractor at his own expense and to the satisfaction of the Engineer. If, in the final inspection of the work, any defects, faults or omissions are found, the Contractor shall cause the same to be repaired or removed and replaced by proper materials and workmanship without extra compensation for the materials and labor required. Further, the Contractor shall be fully responsible for the satisfactory maintenance and repair of the construction and other work undertaken herein, for at least the guarantee period described in the Contract.

C. Further, the Contractor shall take all necessary precautions to prevent damage to any structure due to water pressure during and after construction and until such structure is accepted and taken over by the Owner.

3.06 MAINTENANCE OF TRAFFIC

A. Unless permission to close a street is received in writing from the proper authority

(County, City, FDOT, etc.), all excavated material shall be placed so that vehicular and pedestrian traffic may be maintained at all times. If the Contractor's operations cause traffic hazards, he shall repair the road surface, provide temporary ways, erect wheel guards or fences, or take other measures for safety satisfactory to the Engineer.

B. Detours around construction will be subject to the approval of the Owner and the

Engineer. Where detours are permitted, the Contractor shall provide all necessary barricades and signs as required to divert the flow of traffic. While traffic is detoured, the Contractor shall expedite construction operations and periods when traffic is being detoured will be strictly controlled by the Owner. All maintenance of traffic plans required for construction shall be approved by the local governmental entity having jurisdiction.

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C. The Contractor shall take precautions to prevent injury to the public due to open trenches. Night watchmen may be required where special hazards exist, or police protection provided for traffic while work is in progress. The Contractor shall be fully responsible for damage or injuries whether or not police protection has been provided.

3.07 PRIVATE LAND

A. The Contractor shall not enter or occupy private land outside the site, except by written permission of the appropriate Owners. Contractor shall provide Owner a copy of such written permission prior to entering private land.

3.08 COOPERATION WITHIN THIS CONTRACT

A. The Contractor shall, prior to interrupting a utility service (water, sewer, etc.) for the purpose of making cut-ins to the existing lines or for any other purposes, contact the Owner and make arrangements for the interruption, which will be satisfactory to the

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SECTION 01050

FIELD ENGINEERING AND SURVEYING

1.01 THE REQUIREMENT

A. The Contractor shall provide and pay for field engineering services required for the Project as follows.

1. Survey work required in execution of Work.

2. Civil, structural, or other professional engineering services required to execute

Contractor’s construction methods.

B. The Contractor shall retain the services of a Registered Land Surveyor licensed in the State of Florida to:

1. Identify and verify existing horizontal and vertical control points, and property line corners and stakes indicated on the Drawings, as required. All surveys with elevation data will indicate NGVD 88 as the required datum and a description of the benchmark upon which the survey was based.

2. Verify all existing structure locations. The Record of Survey will show all found points, property corners, Permanent Reference Markers (PRMs), section corners, ¼-section corners, control points, lift station locations, and equipment locations along the general route of the project.

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

Contractor. The Owner shall provide the engineering surveys to establish reference points, which in the Owner’s judgment are necessary to enable the Contractor to proceed with his Work. The Contractor shall be responsible for obtaining, from the Owner, the recorded legal descriptions of easements prior to commencing Work in each easement.

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

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

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1.02 QUALIFICATIONS OF SURVEYOR OR ENGINEER

A. Registered Professional Engineer or Land Surveyor of the discipline required for the specific service on the project, currently licensed in the State of Florida, in good standing.

1.03 SURVEY REFERENCE POINTS

A. Existing horizontal and vertical control points for the project are those designated on Drawings or provided by the Owner.

B. Locate, protect, and verify horizontal and vertical control points prior to starting site work, and preserve all permanent reference points during construction. Contractor shall:

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

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

3. Require surveyor to correctly replace project control point that may be lost or destroyed. Establish replacements based on original survey control.

C. Safeguarding Marks

1. The Contractor shall safeguard all points, stakes, grade mark monuments and bench marks made or established on the Work, bear the cost of reestablishing them if disturbed, and bear the expense of rectifying Work improperly installed due to not maintaining, protecting, or 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 reestablishing the corners, monuments and marks if disturbed or destroyed.

3. Public land survey corners and accessories destroyed during construction must be restored or replaced according to the provisions of the Florida Statutes, Chapter 177.507, Certification of Corners. Copies of all certified corner records filed with the Florida State Bureau of Surveying and Mapping pursuant to the provisions of Chapter 177.507 must be submitted to the Owner who will then submit the documents to the Owner Engineer’s office.

4. The Contractor will not be required to replace existing survey tacks (i.e., traverse points) located in roadways which have been previously extended from monuments by others.

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1.04 PROJECT SURVEY REQUIREMENTS FOR BUILDING AND STRUCTURES

A. Establish a minimum of two permanent benchmarks on site, referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents.

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

1. Site improvements.

a. Stakes for grading, fill and topsoil placement.

b. Utility slopes and invert elevations.

2. Batter boards for structures.

3. Building foundation, column locations and floor levels.

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

1.05 PROJECT SURVEY REQUIREMENTS FOR UTILITIES AND ROADWAYS

A. The construction drawings for this project contain surveys prepared by licensed professional land surveyors. The Owner and Engineer makes no representation, express or implied, as to the accuracy of the previously performed survey and the Contractor acknowledges that the Owner and the Engineer are in no way responsible or liable, in whole or in part, for any errors or omissions in the previously performed survey. The Contractor shall have full responsibility to reviewing and checking all previous survey information and data.

B. Establish all lines and grades prior to construction of line work for all pressure mains and gravity sewers to ensure proper installation.

C. Staking for roadway reconstruction shall be provided on both sides of the roadway at no more than 100-foot intervals. These stakes must be in place at the time of final subgrade and base inspection by the Owner.

D. The center line, point of tangent, point of intersection, and point of curve of all reconstructed roadways shall be re-established prior to paving. These centerlines and points shall be adequate to ensure the paving Subcontractor can properly layout their work.

E. Roadways shall be reconstructed to the pre-existing centerline elevations as shown on the drawings. Centerline elevation may be adjusted to match existing driveway elevations.

Two-Lane roadways shall be reconstructed to the pre-existing centerline elevations with a 2% cross-slope from centerline as shown on the Drawings. Minor adjustments to the centerline elevation or the slope of a driveway apron replaced as part of the Work, where

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1.06 RECORDS

A. In survey field books, maintain a complete, accurate log of all control and survey work as it progresses.

B. Update the Project Record Drawings on a monthly basis based on the Work performed during the month ending at the pay request as a condition for approval of monthly progress payment requests.

C. Maintain an accurate record of piping changes, revisions, and modifications.

D. All surveys conducted for the purpose of supplying record drawings shall be recorded in both the latitude/longitude coordinate system, within an accuracy of 0.001 seconds, and the State Plane Florida East NAD 83 Coordinate System, within an accuracy of 0.01 feet.

No conversion shall be allowed.

1.07 SUBMITTALS

A. Submit name and address of registered land surveyor or professional engineer to the

B. Furnish a certified statement (i.e., survey report) on a street by street or other basis acceptable to the Owner that the horizontal and vertical control shown on the engineering plans was verified prior to laying out any proposed improvements. This may be done on the Contractor’s daily report form. This survey report must comply with F.S.

472.027.

C. At the Substantial Completion date, submit certified drawings (signed and sealed by the registered land surveyor) of the items listed below. These drawings shall be included with, and made a part of, the Project Record Documents.

1. Certified record survey showing the horizontal and vertical data of each benchmark and monument used for the construction of the project. The Certified Record Survey shall be at the same scale as the Engineer’s line drawings and must comply with F.S. 472.027.

2. Certified as-built drawings at the same scale providing the following:

a. Manholes:

All manhole invert elevations Rim elevation

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b. Storm Drainage Structures

Grate elevations All drainage pipe invert elevations Bleeder invert elevations Notch invert and width elevations

c. Pressure Pipe (Potable Water Pipe, Wastewater Pipe) – Top of pipe at all surveyed locations.

Valves Fittings Changes in Direction 50’ Minimum Between Shots

d. Roadways

High and low points elevations Any significant road elevation changes

D. All record drawings shall be in AutoCAD Civil 3D 2018 or later using laying system specified by the Owner. In addition, the Contractor is required to submit a coordinate file (i.e., CSV) for use by the Owner.

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SECTION 01065

PERMITS AND FEES

1.01 PERMITS OBTAINED BY OWNER

A. The Contractor shall apply for, pay permit fees, and obtain the following permits and approvals:

1. Miscellaneous Building, Electrical, and other required Permits from the Volusia

County.

2. NPDES permit in accordance with Section 01066, NPDES Requirements.

3. Permits and licenses necessary for the performance of this work shall be secured and paid for by the awarded vendor(s) prior to execution of the contract or purchase order.

4. If the bidder has a valid state certified contractor's license, they are required to register with the Volusia County, Licensing/Business Tax Division. If the bidder currently possesses a state certified contractor's license, a County Competency License is also required.

5. Failure to provide evidence of any required occupational or competency…