NSB_Air_Traffic_Control_Technical_Specifications_.pdf

TECHNICAL SPECIFICATIONS

AIR TRAFFIC CONTROL

SEPTIC TO SEWER

BID 21-26-AIR

Mead & Hunt, Inc.

Project # 4644400-251634.01

Prepared for:

City of New Smyrna Beach

May 2026

4401 Eastport Parkway

Port Orange, FL 32127

Phone: 386-761-6810 www.meadhunt.com

TABLE OF CONTENTS 000110 - 1

SECTION 000110 � TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

010000 GENERAL REQUIREMENTS

011100 SUMMARY OF WORK

011413 ACCESS TO SITE

012000 PRICE AND PAYMENT PROCEDURES

012500 SUBSTITUTION PROCEDURES

012976 PROGRESS PAYMENT PROCEDURES

013119 PROJECT MEETINGS

013216 CONSTRUCTION PROGRESS SCHEDULES

013233 PHOTOGRAPHIC DOCUMENTATION

013323 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

013513 SPECIAL PROJECT PROCEDURES

014529 TESTING LABORATORY SERVICES

015000 TEMPORARY FACILITIES AND CONTROLS

015713 TEMPORARY EROSION AND SEDIMENTATION CONTROLS

016000 PRODUCT REQUIREMENTS

017113 MOBILIZATION

017133 PROTECTION OF ADJACENT CONSTRUCTION

017400 CLEANING AND WASTE MANAGEMENT

017700 CLOSEOUT PROCEDURES

017833 BONDS

017836 WARRANTIES

017839 PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

020614 GEOTECHNICAL DATA REPORT

DIVISION 03 - CONCRETE

034000 PRECAST CONCRETE

DIVISION 31 - EARTHWORK

312300 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

320116.71 COLD MILLING ASPHALT PAVING

321000 BASES, BALLASTS, AND PAVING

329223 SODDING

DIVISION 33 - UTILITIES

330112 INSPECTION AND TESTING OF WATER & WASTEWATER UTILITIES

330130.11 TELEVISION INSPECTION OF SEWERS

333000 SANITARY SEWERAGE

END OF SECTION 000110

GENERAL REQUIREMENTS 010000 - 1

SECTION 010000 � GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 DESCRIPTION

A. Scope of Work: 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.

B. Work Included:

1. The Contractor shall furnish all labor, superintendence, materials, plant power, light, heat, fuel, water, tools, appliances, equipment, supplies, and means of construction necessary for proper performance and completion of the Work. The Contractor shall obtain and pay for all necessary local building permits. The Contractor shall perform and complete the work in the manner best calculated to promote rapid construction consistent with safety of life and property and to the satisfaction of the Engineer, and in strict accordance with the

Contract Documents. The Contractor shall clean up the Work and maintain it during and after construction, until accepted, and shall do all Work and pay all costs incidental thereto.

The Contractor shall repair or restore all structures and property that may be damaged or disturbed during performance of the Work.

2. The cost of incidental work described in these 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.

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

C. Public Utility Installations and Structures

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

2. The Contract Documents contain data relative to existing public utility installations and structures above and below the ground surface. These data are not guaranteed as to their completeness or accuracy, and it is the responsibility of the Contractor to make their own investigations to inform themselves fully of the character, condition, and extent of all such

GENERAL REQUIREMENTS 010000 - 2

installations and structures as may be encountered and as may affect the construction operations.

3. The Contractor shall protect all public utility installations and structures from damage during the Work. Access across any buried public utility installation or structure shall be made to avoid any damage to these facilities. All required protective devices and construction shall be provided by the Contractor at their expense. All existing public utilities damaged by the Contractor shall be repaired by the Contractor, at their expense.

No separate payment shall be made for such protection or repairs to public utility installations or structures.

4. Public utility installations or structures owned or controlled by the Owner or other governmental body which are shown on the Drawings to be removed, relocated, replaced, or rebuilt by the Contractor shall be considered as a part of the general cost of doing the

Work and shall be included in the prices bid for the various Contract Items; therefore, no separate payment shall be made.

5. Where public utility installations of structures owned or controlled by the Owner or other governmental body are encountered during the course of the Work, and are not indicated on the Drawings or in the Specifications, and when, in the opinion of the Engineer, removal, relocation, replacement, or rebuilding is necessary to complete the Work under this Contract, such Work shall be accomplished by the utility having jurisdiction, or such

Work may be ordered, in writing by the Engineer, for the Contractor to accomplish. If such work is accomplished by the utility having jurisdiction it will be carried out expeditiously, and the Contractor shall give full cooperation to permit the utility to complete the removal, relocation, replacement, or rebuilding as required. If such work is accomplished by the Contractor, it will be paid for as extra work as provided in the

Agreement.

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

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

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

1.2 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:

GENERAL REQUIREMENTS 010000 - 3

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 an electronic copy of the plans and project manual.

2. The Supplementary Drawings shall be binding upon the Contractor with the same force as the Contract Drawings. Where such Supplementary Drawings require either less or more than the estimated quantities of Work, credit to the Owner or compensation 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 them of all errors, omissions, conflicts, and discrepancies found therein. Failure to discover or correct errors, omissions, conflicts, or discrepancies shall not relieve the Contractor of full responsibility for unsatisfactory work, faulty construction, or improper operation resulting there from, nor from rectifying such conditions at their own expense. The Contractor will not be allowed to take advantage of any errors or omissions, as full instructions will be furnished by the Engineer, should such errors or omissions be discovered.

2. All schedules are given for the convenience of the 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.

GENERAL REQUIREMENTS 010000 - 4

1.3 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 their 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.

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.

GENERAL REQUIREMENTS 010000 - 5

1.4 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. One (1) original and one (1) electronic copy 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 they will be directed to refrain from delivering said material or equipment, or to remove it promptly from the site or from the Work and replace it with acceptable material, without cost to the Owner.

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

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

B. Costs:

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

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

3. Materials and equipment submitted by the Contractor as the equivalent to those specifically named in the Contract may be tested by the Owner for compliance. The Contractor shall reimburse the Owner for the expenditures incurred in making such tests of materials and equipment which are rejected for non-compliance.

C. Certificate of Manufacture:

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

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

GENERAL REQUIREMENTS 010000 - 6

D. Shop Tests:

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

2. Five (5) copies of the manufacturer's actual test data and interpreted results thereof, accompanied by a certificate of authenticity sworn to by a responsible official of the manufacturing company and/or independent laboratory, shall be submitted to the Engineer for approval.

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

E. Start-up Tests:

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

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

F. Demonstration Tests:

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

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

Contractor shall assist in the demonstration tests as applicable.

1.5 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.

B. Surveys:

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

GENERAL REQUIREMENTS 010000 - 7

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

3. The Contractor shall, at their 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. They 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 010000

SUMMARY OF WORK 011100 - 1

SECTION 011100 � SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. This Contract is for the construction of the New Smyrna Beach Airport Air Traffic Control

Tower Septic to Sewer. The work consists of furnishing all labor, equipment, and materials for the construction of the facilities consisting of, but not limited to, the following:

+/- 839 LF of Gravity Main, +/- 878 LF 2� Telecommunications Conduit, Four (4) Manholes, Seven (7) Sewer Laterals, Site Restoration

B. The Contractor shall furnish all labor, equipment, tools, services and incidentals to complete all

Work required by these Specifications and as shown on the Drawings.

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

D. All materials, equipment, skills, tools and labor which is reasonably and properly inferable and necessary for the proper completion of the Work in a substantial manner and in compliance with the requirements stated or implied by these Specification or Drawings shall be furnished and installed by the Contractor without additional compensation, whether specifically indicated in the

Contract Documents or not.

E. The Contractor shall comply with all City, County, State, Federal, FAA, and other codes which are applicable to this Project.

1.2 CONTRACTOR�S USE OF PREMISES

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

1.3 PROJECT SEQUENCE

A. The Contractor shall establish their work sequence based on the use of crews to facilitate completion of construction and testing within the specified Contract Time.

PART 2 - PRODUCTS (NOT USED

END OF SECTION 011100

ACCESS TO SITE 011413 - 1

SECTION 011413 � ACCESS TO SITE

PART 1 - GENERAL

1.1 ACCESS TO THE CONSTRUCTION SITE

A. The Contractor shall make their own investigation of the conditions of available public and private roads, and ramps of clearances, restrictions, load limits, depth limits and other limitations affecting transportation and ingress and egress to the site of the Work. It shall be the Contractor�s responsibility to construct and maintain access required for the equipment, accessories, and materials for their construction operations at the site at their cost included in the Contract Price.

1.2 USE OF STREET AND PARKING AREAS

A. Street and Parking Use: Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, alleyway, or parking area during transportation and performance of the

Work hereunder, and it shall so conduct its operations as not to interfere unnecessarily with the authorized use and transportation of public in such streets, alleyways, or parking areas. No area shall be closed to the public without first obtaining permission from the Owner and proper governmental authority.

1.3 TRAFFIC CONTROL AND MONITORING

A. For the protection of traffic in public or private streets, parking and storage areas, the Contractor shall provide, place, and maintain all necessary barricades, traffic cones, warning signs, lights, and other safety devices in accordance with the requirements of the Manual of Uniform Traffic

Control Devices. The Contractor shall take all necessary precautions for the protection of the

Work area and the safety of the public. All areas of use shall be secured. If required by the permit conditions, the Contractor shall station such guards or flaggers and shall conform to such special safety regulations relating to traffic control as may be required by the public authorities within their respective jurisdictions. All signs, signals, and barricades shall conform to the requirements of the OSHA Safety and Health Standards for construction.

1.4 CONTRACTOR'S WORK AND STORAGE AREAS

A. Storage areas shall be coordinated with the Owner. Responsibility for protection and safekeeping of equipment and materials at or near the sites shall be solely that of the Contractor and no claim shall be made against the Owner by reasons of any loss or any act of an employee or trespasser.

Should an occasion arise necessitating access to an area occupied by stored equipment and/or materials, the Contractor shall immediately move them. No equipment or materials shall be placed upon the Owner's property until it is acceptable to the Owner.

B. If the Contractor requires additional staging area then the Contractor shall obtain such areas from off-site sources. The Contractor shall pay for any off-site area they require.

ACCESS TO SITE 011413 - 2

C. Upon completion of the Contract, the Contractor shall remove from the storage areas all of their equipment, temporary fencing, surplus materials, rubbish, etc., and restore the areas back to existing conditions.

1.5 SAFETY AND SECURITY

A. The Contractor shall be responsible for the safety and security and may choose to employ watchmen and security guards to protect the job site against vandalism, burglary, theft, trespassing, etc. The Contractor shall care for and protect against loss or damage of all material to be incorporated in the construction for the duration of the project and shall repair or replace damaged or lost materials and damage to structures.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 011413

PRICE AND PAYMENT PROCEDURES 012000 - 1

SECTION 012000 – PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SCOPE

A. Separate payment will be made only for the items of work described herein and listed on the Bid Form. Any related work not specifically listed, but required for satisfactory completion of the work, shall be considered to be included in the scope of the appropriate listed work items.

B. The Contractor's attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete.

C. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work if not shown as a separate pay item.

1. Clearing and grubbing

2. Excavation, including necessary pavement base removal.

3. Shoring and sheeting.

4. Dewatering and disposal of surplus water.

5. Structural fill.

6. Backfill.

7. Grading.

8. Replacement of unpaved roadways, grass, and shrubbery plots.

9. Cleanup.

10. Testing and placing system in operation.

11. Any material and equipment required to be installed and utilized for the test.

12. Pipe, structures, pavement replacement and/or appurtenances included within the limits of lump sum work

D. No payment shall be made for work constructed outside the authorized limits of work.

PRICE AND PAYMENT PROCEDURES 012000 - 2

PART 2 - PRODUCTS

2.1 Mobilization/Demobilization BID ITEM 1

The lump sum to complete this item 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 establish-ment of field office, building, safety equipment and first aid supplies, sanitary and other facilities, as re-quired by these Specifications, and state and local laws and regulations; and any other pre-construction expense necessary for Work; the cost of field engineering including disposal of cleared and grubbed ma-terial and debris, construction schedules, project signs, shop drawings, temporary facilities, laydown stor-age area, construction aids, work associated with Contractor support during Owner/Engineer reviews and inspection, re-inspections, and any other re-work resulting from same, cleaning, operation and mainte-nance data, and for all other work required for demobilization. The Contractor shall submit invoices sub-stantiating the cost of mobilization and demobilization with each pay request. The contractor shall limit bid item 1, mobilization and demobilization, to a maximum of five percent (5%) of the total bid. Five per-cent (5%) for the cost of mobilization and demobilization will be withheld until acceptance and final pay-ment.

2.2 Pre-Construction Video BID ITEM 2

Lump sum payment will be made based on delivery to the Engineer of the video for the project route. The contract lump sum price shall be full compensation for all materials and work necessary to complete the professional videotaping in accordance with the project specifications. Construction work shall not start until USB drives are delivered and approved by the project representative.

2.3 Survey Layout BID ITEM 3

Payment shall be made at the lump sum amount or portion thereof for the layout of all proposed improve-ments by a licensed surveyor registered in the State of Florida. Work shall include the staking of right-of-way and easement lines adjacent to proposed improvements. Surveyor shall verify existing grades and other tie-in locations and notify Engineer of any discrepancies.

2.4 Sewer Construction Cut Sheets BID ITEM 4

Payment will be made at the contract lump sum price or portion thereof for the preparation of sewer and manhole cut sheets a Florida Registered Professional Land Surveyor. Cut sheets shall include indicating the existing ground elevations, existing gravity sewer manhole tops and inverts, (including manholes and inverts just upstream and downstream of work areas) proposed cuts, proposed manhole depths, pipe slope, lengths, etc. Cut sheets shall be prepared and submitted to the Project Engineer/Utility Engineer for re-view and approval prior to ordering materials or beginning sewer construction.

PRICE AND PAYMENT PROCEDURES 012000 - 3

2.5 Erosion Control and Pollution Abatement BID ITEM 5

Lump sum payment will be made based on completion of erosion control silt fencing, floating turbidity barriers, and other means necessary in accordance with the contract plans and specifications. Payment will be full compensation for all materials, labor, equipment, and work necessary to complete the work in accordance with City/State/Federal requirements and the contract plans and specifications. Application for NPDES permit including NOI and application fee are included, if required.

2.6 Maintenance of Traffic BID ITEM 6

Payment for traffic control will be made at the contract lump sum price which price and payment shall be full compensation for the material, labor, equipment, and all other related work necessary to complete re-quired traffic control during the period of construction affecting the flow of traffic within the project area or adjacent collector roads and highways. This item shall include the costs to prepare approved traffic and access control plans as well as the full cost to implement the approved plans. The cost of providing vehic-ular access to properties during construction is also included in this item. For areas under City, County or

State control, traffic control shall be provided in accordance with each entities’ requirements. Payment shall be made as a percentage of this item based on the percent of overall utility installation work com-pleted.

2.7 Hand Locate and Expose Existing Utilities BID ITEM 7

Payment will be made at the contract lump sum price for field locating, exposing, and identifying all utili-ties in advance of pipe installation. The unit price shall be full compensation for all coordination, equip-ment, labor, and all other incidental items necessary to identify the location of existing utilities within the affected portion of the right of way and/or proposed route. The lump sum price shall be full compensation for labor materials and equipment necessary to field locate and expose all existing utilities after locates are called in and marked by all utility providers. The number and frequency of field locates shall vary based upon the quantity of utilities marked in the field and the pipe installation methodology/proposed depth of pipe in relation to the marked utilities. Payment shall be based on the percentage of the lump sum price (stated in the Schedule of Unit Prices) equal to the percentage complete of the overall project work.

2.8 Manholes BID ITEM 8

Payment shall be made at the contract unit price for each manhole satisfactorily furnished and installed.

Where depth affects the price, measurement for depth shall be made from the grade existing at the time of manhole construction to the manhole invert, by vertical measurement. Payment shall be full compensation for all excavation, backfill, concrete, brickwork, linings, leakage testing, benches, drops, and frames and covers, all constructed in accordance with the drawings. Concrete manholes shall be a minimum of 8” thick and shall use “rubber boot connections” and exterior butyl adhesive tape as detailed in the contract plans. Existing precast manholes “tied-into” shall be “cored” and a rubber boot installed per manufac-turer’s instructions, similar to new manhole installation detailed on the project plan sheet. Shallow man-hole detail shall be used for manholes 5.5 feet deep or less. Standard manhole details shall be used for manholes greater than 5.5 feet deep.

PRICE AND PAYMENT PROCEDURES 012000 - 4

2.9 Gravity Sewers (8” SDR 26 PVC) BID ITEM 9

The contract unit price per linear foot shall be full compensation for installation of PVC gravity sewer as required by the specifications and as shown on the utility construction Drawings. Pipe payment shall in-clude all required line flushing and infiltration testing for gravity sewers for final acceptance. The unit price shall be full compensation for all dewatering, excavation, backfill, compaction & testing, materials, PVC fittings, restrained joints, equipment, labor, marker tape, tracer wire, successful hydrostatic testing, right-of-way restoration (including sodding of disturbed areas), and all items (if not paid for separately as a Bid Item, i.e., driveways) necessary to complete installation of the pipe as shown on the Drawings and specifications. Maintenance of existing drainage including temporary swales to replace disturbed existing swale to relieve standing stormwater along edge of road shall also be included in this pay item. Road base, wearing surface, and improved driveway replacement (concrete) are paid by separate pay items, and shall not be part of this pay item. Costs of obstacle removal and replacement (mailboxes, sprinklers, signs, benches, landscaping, trees, etc.) shall be contained in this pay item. Cost of the removal of rock or cemented material from trench excavations where necessary for proper pipe installation and the material replacement of clean, suitable fill/material shall be contained in this pay item.

Payment shall be based on the measured number of linear feet of pipe installed, tested, cleared, and ac-cepted.

2.10 6” Sewer Service Connections BID ITEM 10

Payment will be made at the contract unit price for the size installed for all materials, equipment, and la-bor required to provide and install the service connections and as shown on the Drawings. The connec-tions shall be installed at the sizes and locations directed in the field. This item includes installation of cleanouts with handholes in paved areas and concrete pads in unpaved areas covering services as shown on the plan details.

2.11 Video Sewer BID ITEM 11

Payment shall be made at the applicable unit price for delivery to the Engineer with documentation of sat-isfactory videotaping including legible written and audio logs of the applicable successfully completed sewer lines or services and storm sewers crossed with proposed utilities both before construction and af-ter. The contract unit price shall be full compensation for all materials and work necessary to complete the professional videotaping using a “pan and tilt” camera in accordance with project specifications. Asphalt paving shall not start until satisfactory video tapes are delivered and approved by the Engineer. The costs of re-televising corrected defective work shall be paid by the Contractor.

2.12 Manhole Tie-in BID ITEM 12

Payment will be made at the contract unit price for the completion of each tie-in. The unit price will be full compensation for all excavation, sheeting & shoring, restraining devices, surface restoration, equipment, labor and all other incidental items necessary to complete the work as shown on the Drawings.

PRICE AND PAYMENT PROCEDURES 012000 - 5

2.13 Telecommunications Conduit - 2” SCH 80 PVC BID ITEM 13

Payment will be made at the contract unit price for the size installed for all materials, equipment, and la-bor required to provide and install the telecommunications conduit as shown on the Drawings. The con-nections shall be installed at the sizes and locations directed in the field. This item includes all labor, ma-terials, equipment, graduated mule tape, and the installation of accessories and fittings as needed to pro-vide complete service.

2.14 Telecommunications Handhole BID ITEM 14

Payment will be made at the contract unit price for the complete installation of telecommunication access handholes as shown on the Drawings. The handholes shall be installed at the sizes and locations directed in the field. This item includes all materials, labor, and equipment necessary to install hand holes/pull boxes as needed to provide a complete service.

2.15 Open Cut/Asphalt Repair BID ITEM 15

Payment will be made at the contract unit price for removal and replacement of asphaltic concrete road-ways and driveways; as shown on the Drawings and described in the specifications. The unit price shall be full compensation for saw-cutting, removal & disposal of existing asphalt & base, installation of new asphalt & base, compaction, tack coats, testing, equipment, labor and all other incidental items necessary to complete the repair as shown on the Drawings. Unit prices also include the restoration of pavement striping/markings and reflective pavement markers (RPM’s). This pay item includes as “incidental”, the temporary installation of RAP (recycled asphalt product) in disturbed areas if directed by the Engineer.

This pay item includes replacement of gate loops if disturbed during open cut/asphalt repair.

Payment shall be based on the number of square yards of asphalt repair constructed and accepted at the unit price stated in the Schedule of Unit Prices.

2.16 Concrete Curb BID ITEM 16

Payment will be made at the unit price per linear foot of concrete curb installed in accordance with Draw-ings and specifications. The contract unit price will be full compensation for all material and work neces-sary to complete the installation in accordance with the drawings and FDOT specifications. This item in-cludes the compacted base under the curb and testing as required.

2.17 Concrete Driveway (6” Thick Fiber Reinforced) BID ITEM 17

Payment will be made at the applicable unit price for removal and replacement of existing concrete drive-ways as shown on the Drawings. Replacement driveways shall be six inch (6") thick 3,500 psi fiber mesh driveways. The applicable unit price shall be full compensation for all labor, equipment and materials necessary to saw cut, remove and dispose of existing concrete, install suitable base and subgrade materi-als, recompact, and complete new concrete work in accordance with the Drawings and specifications.

PRICE AND PAYMENT PROCEDURES 012000 - 6

2.18 Unsuitable Material Excavation BID ITEM 18

Payment will be made at the contract unit price for removal and replacement of any unsuitable material or muck encountered during trench excavations. Unsuitable material or muck shall be as determined by the Engineer and replacement shall be made utilizing clean, suitable fill material. The unit price shall be full compensation for removal and disposal of unsuitable material and include all materials, labor, and equip-ment necessary to install and compact the suitable replacement material. Payment shall be based on the number of cubic yards (in situ) of unsuitable material that is removed and replaced with suitable material at the unit price stated in the Schedule of Unit Prices.

2.19 As-builts BID ITEM 19

Payment will be made at the contract lump sum price for "as-built" drawings. As-built drawing require-ments are set forth in specification Section 01 78 39. An electronic copy of preliminary as-builts signed & sealed by the Contractor’s surveyor shall be submitted with each monthly progress pay request. These preliminary as-built drawings shall be up to date and include all work for which the contractor is asking to be paid for in the respective pay period. Pay requests submitted without updated as-builts shall be a basis for rejection of the pay request until such time as the as-builts are brought up to date. Final as-built re-quirements and deliverables are outlined in specification Section 01 78 39. No final payment will be made without acceptable completion of final as-built drawings meeting the specifications. Payment shall be based on the percentage of the lump sum price (stated in the Schedule of Unit Prices) equal to the percent-age complete of the overall project work.

2.20 Allowances BID ITEM 20

Allowances are established for direct costs associated with permit fees. Allowances will be paid at direct cost plus 5%. The 5% shall cover bond costs and administrative overhead costs. Allowance shall be ap-proved by the Engineer, in writing, prior to incurring costs.

2.21 Allowances – Archaeological BID ITEM 21

Allowances are established for direct costs associated with archaeological services as required per Chap-ter 50 of the City Code of Ordinances, Section 50-13, for a Zone 1 Site. Baseline archaeological services shall include, but are not limited to:

• Provision of a qualified archaeologist on site during required construction activities

• Documentation, recovery, handling, and cataloging of artifacts encountered

• Proper retrieval and return of artifacts to the City of New Smyrna Beach Airport

• Preparation of required reports and coordination necessary to maintain compliance with Chapter

50, Section 50-13 This allowance is intended to cover typical and reasonably anticipated archaeological monitoring and compliance activities. It does not include costs associated with extraordinary or extreme circumstances, including but not limited to discovery of human remains, significant archaeological sites requiring ex-tended excavation, full site shutdowns, long-term mitigation, redesign, or other unanticipated conditions requiring substantial additional investigation or regulatory action. Such circumstances shall be addressed separately through change order. Allowances will be paid at direct cost plus 5%. The 5% shall cover bond costs and administrative overhead costs. Allowance expenditures shall be approved by the Engineer, in writing, prior to incurring costs.

PRICE AND PAYMENT PROCEDURES 012000 - 7

2.22 3/4” Mill and Overlay BID ITEM BA1

Payment will be made at the contract unit price for milling and overlay of roadways as shown on the

Drawings and described in the specifications. Work shall meet the requirements of the City of New Smyrna Beach, as required. The unit price shall be full compensation for removal & disposal of existing roadway, installation of new asphalt & base, compaction, tack coats, testing, equipment, labor and all other incidental items necessary to complete the repair as shown on the Drawings. Unit prices also in-clude the restoration of pavement striping/markings and reflective pavement markers (RPM’s). This pay item includes as “incidental”, the temporary installation of RAP (recycled asphalt product) in disturbed areas if directed by the Engineer. Payment shall be based on the number of square yards of asphalt con-structed and accepted at the unit price stated in the Schedule of Unit Pricing.

END OF SECTION 012000

SUBSTITUATION PROCEDURES 012500 - 1

SECTION 012500 � SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 REQUESTS FOR REVIEW

A. Requests to review substitute items of material and equipment will not be accepted by the

Engineer from anyone other than the Contractor. If the Contractor wishes to furnish or use a substitute or equivalent item of material or equipment, the Contractor shall make written application to the Engineer for acceptance, certifying that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equivalent substance to that specified and be suited to the same use and capable of performing the same function as that specified. The application will state whether or not acceptance of the substitute for use in the work will require a change in Drawings or Specifications to adapt the design to the substitute and whether or not incorporation or use of the substitute in connection with the work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified shall be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other Contractors affected by the resulting change, all of which shall be considered by the Engineer in evaluating the proposed substitute. The Engineer may require the Contractor to furnish at the Contractor's expense additional data about the proposed substitute. The Engineer will be the sole judge of acceptability, and no substitute will be ordered or installed without the

Engineer's prior written acceptance. The Owner may require the Contractor to furnish at the

Contractor's expense, a special performance guarantee or other surety with respect to any substitute.

1.2 SUBSTITUTION AFTER EXECUTION OF AGREEMENT

A. After execution of the Agreement, substitution of materials or equipment supplied by manufacturers or suppliers other than those listed, will be considered only if it is demonstrated by the Contractor that:

1. The material or equipment proposed for substitution is superior in design, construction and/or efficiency to that of the listed manufacturer or supplier;

2. The material proposed for substitution is in every way equal to that of the listed supplier, and that availability and/or delivery of listed materials within the time frame scheduled cannot be met;

3. or the material proposed for substitution is in every way equal to that of the listed supplier and is available at a lower cost. In the event such a substitution is allowed, the Contractor shall accept and execute a Change Order reducing the Contract Price by an amount equal to the cost differential.

SUBSTITUATION PROCEDURES 012500 - 2

1.3 EQUIVALENT MATERIALS AND EQUIPMENT

A. Whenever materials or equipment are specified or described in the Drawings or Specifications by using the name of a proprietary item or the name of a particular manufacturer, fabricator, supplier or distributor, the naming of the item is intended to establish the type, function, and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other manufacturers, fabricators, suppliers or distributors may be accepted by the Engineer if it is determined that the material or equipment proposed is equivalent to that named.

B. It is not the intent of the Contract Documents to function as proprietary specifications. Where a particular manufacturer make and model are cited and specifically required for interchangeability of parts and/or match existing equipment, this has been so stated in the Specifications.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 012500

PROGRESS PAYMENT PROCEDURES 012976 - 1

SECTION 012976 � PROGRESS PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 DESCRIPTION

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

Contractor shall use the Application and Certificate for Payment Form included in Section 00 84

40 as the official pay request form.

1.2 FORMAT REQUIRED

A. Submit applications on the form provided.

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

1.3 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

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

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

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

B. Continuous Sheets:

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

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

Schedule of Values.

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

Work.

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

PROGRESS PAYMENT PROCEDURES 012976 - 2

5. As provided for in the Application and Certificate for Payment Form, the Contractor shall certify, for each current pay request, that all previous progress payments received from the

Owner, under this Contract, have been applied by the Contractor to discharge in full, all obligations of the Contractor in connection with Work covered by prior Applications for

Payment, and all materials and equipment incorporated into the Work are free and clear of all liens, claims, security interest, and encumbrances. Contractor shall attach to each

Application and Certificate for Payment like affidavits by all subcontractors.

1.4 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

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

1. Project.

2. Application number and date.

3. Detailed list of enclosures.

4. For stored products:

a. Item number and identification as shown on application.

b. Description of specific material.

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

C. The Contractor is to maintain an updated set of drawings to be used as record drawings.