The City of New Smyrna Beach Police Boathouse

Technical Specifications

April 10, 2026

Item 1 Mobilization and Demobilization:

The work specified in this section consists of the preparatory work and operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities, as required by these technical specifications, the construction plans, and State and local laws and regulations. All costs for the necessary bonds as indicated in the bid document shall be included in this item.

All costs for permits and any required insurance, and any other pre-construction expense necessary for the start of the work, as well as the cost of the removal of the above items, shall also be included in this item. All costs associated with trimming/clearing of trees, other vegetation, turf removal, any other materials, and any other site preparation tasks necessary to allow construction of the project, shall also be included in this item. The CONTRACTOR is responsible for all work and costs associated with acquiring all necessary documents including but not limited to permits required for dewatering, mangrove trimming, mangrove removal, electrical and water utility connections, etc. as necessary for the removal of the existing structures and construction of the proposed structures. All costs associated with collecting complete photographic and video documentation of the site prior to construction shall also be included in this item.

All costs associated with grading and grassing the project site once work is complete to restore the site to pre-work conditions shall also be included in the cost of this bid item. The CONTRACTOR shall be responsible for irrigating newly placed grass to ensure establishment and long-term viability of grass cover.

At the pre-construction meeting, the CONTRACTOR shall submit a tentative work Schedule, Safety Plan, a Shipping, Stockpile and Site Administration Plan (SSSAP), a complete list of all SUBCONTRACTORS that will be employed by the PRIME CONTRACTOR, and complete contact information for PRIME CONTRACTOR staff and all SUBCONTRACTOR staff. Personnel to be included in the contact lists shall include, but not necessarily be limited to: CONTRACTOR and SUBCONTRACTOR Principals, CONTRACTOR and SUBCONTRACTOR Project Managers, CONTRACTOR and SUBCONTRACTOR Site Superintendents and/or Foremen. In addition, emergency contact information should be included for the PRIME CONTRACTOR and all SUBCONTRACTORS.

The basis of payment for Mobilization and Demobilization shall be LUMP SUM.

Fifty (50%) percent of this lump sum cost shall be paid upon mobilization of equipment to the project site. An additional thirty (30%) percent of this cost shall be paid as the project progresses. The final twenty (20%) percent of this cost, less retainage, shall be paid upon removal of all equipment from the project site.

Item 2 Construction and As-Built Survey:

The bid price for this item shall include all necessary survey work for the CONTRACTOR to complete all construction activities. Elevations for the plans are based on the North American Vertical Datum 1988 (NAVD 88).

The CONTRACTOR shall furnish the services of a State of Florida licensed land surveyor for the field layout of all work. The CONTRACTOR’S licensed land surveyor shall perform all initial site layout and shall provide follow-up verification of all work underway at a frequency of no less than once a week. All deviations from the construction plans, no matter how minor, that are noted during the follow-up verifications shall be recorded on the project redline plan set which shall always be maintained on the site and submitted to the ENGINEER OF RECORD (a.k.a.

ENGINEER) prior to project close-out. The ENGINEER must approve the initial site stakeout before any work begins; the CONTRACTOR shall provide a minimum of a 5 day notice to the ENGINEER of the anticipated completion of the initial stake-out so the inspection and field verification can be scheduled. Prior to start of construction, the CONTRACTOR’S surveyor shall also locate all utilities such as electrical, water, revetment, signage, mangroves, other protected/threatened species and vegetative species located within or adjacent to the project area and proposed laydown area so these may be flagged, and appropriate protective measures set up prior to starting work. All intermediate construction surveys shall be included in this item. The CONTRACTOR is cautioned that the survey must be conducted with respect to adjacent site aspects and must contact the ENGINEER for any clarification prior to any construction.

The bid price for this item shall include all necessary survey work for the CONTRACTOR to furnish an as-built survey of the completed project. The as-built survey shall be referenced to the NAVD 88 vertical datum. The CONTRACTOR shall submit two (2) hard copies, an electronic copy of the completed project in AutoCAD Civil 3D (version 2021 or later). These documents shall be signed and sealed by a professional surveyor registered in the State of Florida and then submitted to the ENGINEER for approval. The CONTRACTOR shall accurately begin to recording 20-feet from the location, elevations, and dimensions of all constructed grades and structures including but not limited to: fixed timber access pier and dock (including but not limited to the top of deck elevations at minimum 10-foot intervals, at all corners, all pile locations, etc.), boathouse edge of roof line with its elevations, boat lift location, grade beam with corner spot shots, and grading, security gate, utilities (including but not limited to electrical lines, lighting, potable water line, hose bibs, cameras, etc.), mangrove plantings, placement of rock revetment, etc.

The basis of payment for Construction and As-Built Survey shall be LUMP SUM. Thirty (30%) percent of the lump sum cost shall be paid upon acceptance of the initial site stakeout by the ENGINEER. The remainder of the cost, less retainage, shall be paid as the project progresses.

Item 3 Demolition, Hauling and Disposal:

The bid price for this item shall include the required manpower, equipment, materials and other costs involved in the removal and disposal of all items indicated for demolition in the construction plans, including but not limited to; the as needed soil material to be removed for the grade beam, vegetation indicated for removal, concrete rubble with exposed rebar, debris, and all other demolition, hauling, and disposal required to construct the project as indicated in the construction plans.

The CONTRACTOR shall take all necessary precautions to avoid damage to upland and wetland vegetation and trees to be preserved during removal, demolition and hauling of debris. In addition, the CONTRACTOR shall take all necessary precautions to avoid impacts to in-water resources during demolition and removal of the existing structures. All environmental protection measures shall be in place before any demolition or other construction activity commences. The CONTRACTOR shall be responsible for requesting utility locates from Sunshine 811 prior to commencing any demolition or other earthwork activities. All silt fence, turbidity curtains and other erosion and sediment control measures must be in place prior to commencing construction and demolition activities.

Note: Existing coquina rock and rock revetment within the project area shall be temporarily removed as needed to facilitate pile installation. Following completion of pile installation, the coquina rock and rock revetment shall be reinstalled within its prior footprint.

The basis of payment for Demolition, Hauling and Disposal shall be LUMP SUM.

Item 4 Clearing, Grubbing, and Restoration (Including One Mangrove Removal):

The bid price for this item shall include, but not be limited to, the required manpower, equipment, material, and other costs involved in clearing and stripping the project area for the proposed construction as indicated in the construction plans. The work shall include the complete removal and legal disposal of all sod, soil excavation as needed, brush, rubbish, vegetation, roots, debris, borrowed material and any other remaining obstructions, as needed, within the project limits.

The bid price for this item also includes the removal of one black mangrove as indicated in the construction drawings titled “City of New Smyrna Beach Police Boathouse” on sheet C-05 titled “AERIAL”. CONTRACTOR shall confirm with the ENGINEER of record that the correct black mangrove is identified and marked for removal prior to removal. The CONTRACTOR shall confirm that all permit requirements including but not limited to other local, state, and federal guidelines are met prior to removing the mangrove identified in the plans. If the CONTRACTOR does not meet the aforementioned requirements and all other requirements from local, state, and federal agencies, the CONTRACTOR will be responsible for any deviations from the plans and will not be compensated for work performed outside of the scope of these plans.

The CONTRACTOR shall take all necessary precautions to avoid damage to existing mangroves and resources that are to remain. Any damage to mangrove and resources shall be repaired at the CONTRACTOR’S expense.

The CONTRACTOR shall take all necessary precautions to avoid damage to existing utilities and structures that are to remain. Any damage to utilities or existing structures shall be repaired at the CONTRACTOR’S expense.

The basis of payment for Clearing, Grubbing, and Restoration (Including one Mangrove Removal) is LUMP SUM.

Item 5 Environmental Compliance:

The bid price for this item shall include, but not be limited to, the necessary manpower, equipment and materials needed to maintain regulatory compliance and environmental protection during all phases of construction. FDOT Type II Turbidity Curtains and silt fencing shall always be installed around construction areas and the CONTRACTOR shall take all proactive measures to reduce loss of sediment and turbidity generation in receiving waters during all construction activities. The bid price for this item shall include all costs for monitoring and reporting turbidity, as well as all costs for corrective measures taken to correct measured turbidity levels in excess of permitted conditions. These monitoring and testing requirements also apply to discharges from the site from any required dewatering measures. The CONTRACTOR shall submit a sample turbidity monitoring report to the ENGINEER for approval prior to construction commencement. The turbidity monitoring report shall contain all the relevant data and information listed on the Turbidity Monitoring Form from the Florida Department of Environmental Protection (FDEP). Turbidity monitoring reports shall be submitted to the ENGINEER weekly for approval, and copies of the reports shall be made available to the CITY OF NEW SMYRNA BEACH and the ENGINEER at any time upon request.

The bid price for this item shall also include all costs associated with regularly inspecting and maintaining all other erosion, sediment, and turbidity control measures employed during construction of this project, as well as any necessary repairs and/or replacement of these measures, with the need determined through regular inspections conducted at minimum intervals as specified in the project permits, and/or at the direction of the ENGINEER and/or CITY OF NEW SMYRNA BEACH. Copies of the control measure inspection reports shall be submitted to the ENGINEER within one week of the inspection, and a summary of corrective measures taken to address noted deficiencies shall be included. A weekly log of these inspections shall be provided to the ENGINEER.

In addition, the CONTRACTOR shall comply with all permits for this project and all federal, state, and local water quality standards throughout the duration of the project.

The CONTRACTOR shall take all necessary precautions to avoid damage to wetland vegetation and trees to be preserved. This item includes costs related to flagging and marking protected vegetation, as well as protective measures for these.

The basis of payment for Environmental Compliance shall be LUMP SUM. Fifty (50%) percent of the lump sum cost shall be paid upon properly installing all erosion and turbidity control measures. The remainder of the cost (less retainage) shall be paid as the project progresses. Removal of all control measures from the project site once the work has been completed is required before final acceptance of the project by the CITY OF NEW SMYRNA BEACH.

Item 6 Temporary Traffic Control:

The bid price for this item shall include, but not be limited to, the necessary manpower, equipment and materials needed to provide temporary traffic control through the project area for the duration of construction. Public access to businesses adjacent to the project area must be maintained at all times, and parking for these businesses shall be made available at all times. The CONTRACTOR shall give a minimum of 2 weeks’ advance notice to the CITY and the ENGINEER for any request for lane closures on nearby streets.

At the preconstruction meeting, the CONTRACTOR shall submit a Temporary Traffic Control plan (TTC) to the ENGINEER and the CITY for approval. This TTC Plan shall conform to the requirements of Standard Plans Indexes 102-000, 102- 005 and other applicable indexes of the Florida Department of Transportation Standard Plans (FY 2026-27). The TTC Plan shall also include details ensuring the safe delivery and removal of materials by trucks from temporary stockpile areas established near the project area. Any personnel utilized as flaggers must have completed a Temporary Traffic Control Flagger Training course offered by an FDOT-approved provider, and set-up, inspection and maintenance of temporary traffic control devices must be performed under the supervision of personnel who have completed an Intermediate level TTC course offered by an FDOT-approved provider. The CONTRACTOR shall maintain copies of all training certificates on the project site at all times. The ENGINEER must be informed once TTC measures have been fully implemented so an inspection may be scheduled. The CONTRACTOR shall regularly inspect barricades, signs, fencing and other TTC devices employed on the job site, and shall repair or replace these as needed.

The basis of payment for Temporary Traffic Control shall be LUMP SUM. Fifty (50%) percent of the lump sum cost shall be paid once TTC devices and signage have been deployed per the approved TTC plan. The remainder of the cost (less retainage) shall be paid as the project progresses. Removal of TTC devices and signage from the project site once the work has been completed is required before final acceptance of the project by the CITY.

Item 7 Timber Access Pier and Boat Dock:

The bid price for this item shall include, but not be limited to, the necessary manpower, equipment, materials, hardware and incidentals needed to construct all components of the timber access pier, as indicated in the construction plans.

Components to be constructed include, but are not limited to stringers, cap boards, handrail posts, railing, cross bracing, deck boards, blocking, etc. All timber must be free of splinters, cracks, knots or sap. All timber must be treated with wood preservative products as indicated in the plans, to the treatment retention levels indicated in the plans, and must be Southern Yellow Pine (SYP) meeting the grade requirements indicated in the plans. Any timber deemed unsuitable by the ENGINEER will be replaced at the CONTRACTOR'S expense.

All hardware used for the construction of the timber access pier and boat dock shall be grade 316-alloy stainless steel and 6061-T6 aluminum; under no circumstances will any alternative materials or other stainless-steel alloys or aluminum be accepted. The CONTRACTOR shall ensure that all handrail components fight tightly and are sanded, beveled and finished as needed to eliminate the potential for injury to users from gouges or contact with sharp edges.

The CONTRACTOR shall submit submittals of the timber, and stainless-steel and aluminum hardware, etc. to the ENGINEER prior to purchase or construction. Any products or materials manufactured, purchased or installed prior to shop drawing approval will be replaced at the CONTRACTOR’S expense if the above noted approvals have not been obtained.

The basis of payment for Timber Access Pier and Boat Dock shall be per

SQUARE FOOT.

Item 8 Roof Structure:

The bid price for this item shall include, but not be limited to, manpower, equipment, hardware, and materials necessary to furnish and install the boathouse roof structure, including Tite-Loc Plus aluminum panels or an approved equal as indicated in the construction plans.

The roof trusses shall be fabricated in strict accordance with the construction plans, utilizing the specified custom bracket, fasteners, hardware and other support items specified in the plans. No pre-engineered trusses, straps or other related items shall be accepted as approved equals. The CONTRACTOR shall submit manufacturer cut sheets, shop drawings, and material test data for all components to the ENGINEER for approval prior to ordering the items and/or authorizing them for fabrication. All installation shall conform to the manufacturer’s specifications, including panel installation, transitions, and trim at fascia boards Any work performed without prior ENGINEER approval shall be removed and replaced at the CONTRACTOR’S expense.

The CONTRACTOR shall be responsible for coordinating with the manufacture to ensure that fabrication and delivery time will not adversely affect the overall project schedule. The CONTRACTOR shall provide all required design criteria and project-specific information to the manufacturer. The CONTRACTOR will be responsible to reject any damaged roof structure components that are delivered to the site.

The CONTRACTOR shall be responsible to meet code and inspection requirements. Failure to comply with these requirements shall be the responsibility of the CONTRACTOR. Any work performed that deviates from the approved plans or codes, without prior authorization, shall be replaced at the CONTRACTOR’S expense.

The basis of payment for Roof Structure shall be per SQUARE FOOT.

Item 9 Timber Piles:

manpower, equipment, materials and other needed provisions to construct all components of the timber piles, as indicated in the construction plans.

Components to be constructed include round timber piles. All timber must be free of splinters, cracks, knots or sap. All timber must be treated with wood preservative products as indicated in the plans, to the treatment retention levels indicated in the plans, and must be Southern Yellow Pine (SYP) meeting marine grade requirements indicated in the plans. Any timber deemed unsuitable by the ENGINEER will be replaced at the CONTRACTOR’S expense.

The CONTRACTOR shall furnish timber piles meeting the dimensions and specifications indicated in the construction plans. The CONTRACTOR shall submit shop drawings and technical data sheets for the pile to the ENGINNER for approval prior to ordering or driving piles. Any piles driven without this approval shall be removed and replaced by the CONTRACTOR at the CONTRACTOR’S expense. The CONTRACTOR shall be responsible for providing pile-driving equipment and methodology which can deliver sufficient energy to drive the piles to the design tip elevation without excessive impacts which may damage the piles and shall be responsible for maintaining the equipment in a safe and operable condition. The CONTRACTOR shall submit technical data and specifications on the impact hammer to be used for driving to the ENGINEER for approval prior to starting any pile driving activity.

All in-water piles must be wrapped with Denso Seashield Series 90 or an approved equal as per the details in the plans. All pile wraps must have a rolled, positive vertical closure that significantly restricts leeching of pile preservative from the pile into the surrounding environment while preventing oxygenated water from entering the wrap. In addition, all piles must be wrapped with a hermetic top seal (compressed and banded).

If solid rock, debris or refusal is encountered prior to achieving design tip elevation, the pile must be tool punched into the strata. The ENGINEER will make the final determination on if refusal is encountered.

Absolutely no piles shall be cut to design top elevation, without prior written approval of the ENGINEER. If the CONTRACTOR requests to cut off piles, the piles must remain “in place, as-is”, and the ENGINEER notified a minimum of 5 days in advance so a site visit and recommendations based on observed field conditions can be made. Any pile cut off without prior written approval from the ENGINEER shall be removed and replaced at the CONTRACTOR’S expense.

The CONTRACTOR shall always maintain a pile driving log on the site, and this log shall be available for inspection by the CITY or the ENGINEER at any time on request. The information to be recorded in the log shall be per note section titles “TIMBER” of the Structural Notes, of the construction plans. The CONTRACTOR shall submit the final pile driving logs so the ENGINEER may review them prior to final project acceptance. The ENGINEER shall not make a structural certification without this submittal.

The CONTRACTOR shall survey the location of each pile, and once all piles have been installed, shall submit this survey to the ENGINEER for approval prior to starting any additional work on the observation pier. Any pile located more than three (3) inches from its design position as indicated in the construction plans shall be removed and reinstalled by the CONTRACTOR at no additional cost to the

CITY.

The CONTRACTOR must make submittals of the timber, hardware, pile wraps, etc. to the ENGINEER prior to purchase or construction. Absolutely no piles shall be cut to final top elevation without the approval of the ENGINEER. Any products or materials manufactured, purchased or installed prior to shop drawing approval will be replaced at the CONTRACTOR’S expense if the above noted approvals have not been obtained.

The basis of payment for Timber Piles shall be per EACH.

Item 10 Concrete Piles:

The bid price for this item shall include, but not be limited to, the required manpower, equipment and material involved in purchasing and properly installing the concrete piles as indicated in the construction plans in the locations identified in the plans. The CONTRACTOR is responsible for providing pile driving equipment and methods that will deliver sufficient energy to drive the piles to the indicated embedment depth without causing excessive damage to the piles. Piles should be properly supported during transportation and installation, and the CONTRACTOR will be responsible for replacing any damaged pilings at their own expense.

PILE DRIVING:

1. All piles shall be driven straight and plumb.

2. It is highly recommended to install a full template for pile installation prior to pile driving.

3. If piles are driven into a thick layer of hard soil with SPT(N) > 30, piles shall be driven into augered pilot holes having a diameter of 4” smaller than the proposed inscribed pile diameter.

4. Jetting of the piles for final setting is NOT allowed. However, jetting of the first 5-feet for initial pile setting may be approved by E.O.R. upon written request from

CONTRACTOR.

5. Pile embedment depth determination is based on two criteria, gravity and lateral stability.

6. Piles installed for gravity load only:

a. The depth of the pile embedment is determined by pile refusal.

b. Pile refusal is defined as pile movement of 10 blows per 1/4”.

c. Hammer (weight of the ram) and stroke of the ram for refusal criteria shall be determined by Geotechnical consultant.

d. Gravity depth of the pile embedment for gravity load shall be determined by a Geotechnical Engineer.

7. Piles installed for lateral stability only:

a. Pile embedment depth is determined by Horizontal Elastic Foundation Analysis. Minimum pile embedment depth based on lateral stability analysis is 18-feet.

8. If piles are installed for resisting gravity and lateral loads, the pile embedment is determined using the most critical of the first 2 criteria.

9. CONTRACTOR shall be fully responsible for providing all equipment necessary for pile installation per plans. CONTRACTOR must verify equipment is adequate and suitable for site conditions and required installation methods.

10. Cut-off of piles is strictly not allowed unless approved by the ENGINEER.

11. CONTRACTOR shall keep a pile driving log on the site at all times which shall include the following information: pile location, equipment used, blow per foot over entire driving sequence, total length of pile, amount of jetting (if requested and approved), date, weather condition, and time.

Absolutely no piles shall be cut to design top elevation, without prior written approval of the ENGINEER. If the CONTRACTOR requests to cut off piles, the piles must remain “in-place, as-is”, and the ENGINEER notified a minimum of 5 days in advance so a site visit and recommendations based on observed field conditions can be made. Any pile cut off without prior written approval from the ENGINEER shall be removed and replaced at the CONTRACTOR’S expense.

The CONTRACTOR shall maintain a pile driving log on the site, and this log shall be available for inspection by the CITY or the ENGINEER on request. The information to be recorded in the log shall be per the note titled, “PRECAST CONCRETE”, from the Structural Notes, of the construction plans. The CONTRACTOR shall submit the final pile driving logs prior to project closeout so the ENGINEER may review them prior to final project acceptance. The ENGINEER shall not make a structural certification without this submittal.

Shop drawings and technical data sheets for the FDOT certification for the pre-cast plant supplying the prestressed concrete piles, must be submitted to the ENGINEER for approval prior to manufacturing, purchase or installation. The CONTRACTOR shall provide all required design criteria and project specific information to the manufacturer.

The CONTRACTOR is responsible for rejecting any piles that are delivered to the project site damaged to an extent where they are unusable. Any repairs to damaged piles sections shall be made by or under the supervision of the manufacturer, using methods and materials approved by the manufacturer, and a letter from the manufacturer stating that the repaired items will meet the structural requirements of the project shall be submitted to the ENGINEER before they will be accepted. Any damaged piles that have been installed without this acceptance by the ENGINEER will be removed and replaced at the CONTRACTOR’S expense.

The CONTRACTOR is responsible for ensuring required submittals are made promptly so that fabrication time for the piles does not adversely impact the project schedule. Any products or materials manufactured, purchased or installed prior to shop drawing approval will need to be replaced at the CONTRACTOR’S expense if corresponding shop drawings are not approved by the ENGINEER.

The basis of payment for Concrete Piles shall be per EACH.

Item 11 Security Gate:

manpower, equipment, materials and any other provisions needed to construct a security gate, as indicated in the construction plans. The security gate shall be marine grade aluminum material, that is a minimum of 7-feet in height, with wings that are angled 45 degrees from the gate entrance, and 5-feet wide swing gate with locking mechanism. Additionally, the security gate must include a locking system with a weatherproof cover. The CONTRACTOR shall communicate with the CITY and the ENGINEER submit product samples and submittals to determine the type of gate and locking mechanism for the gate. The CONTRACTOR shall submit all shop drawings to the ENGINEER for approval prior to ordering and installing. Any purchases or work performed under this line item without approval from the ENGINEER and CITY shall be replaced at the CONTRACTOR’S expense and will not be compensated for.

The basis of payment for Security Gate is per EACH.

Item 12 Concrete Grade Beam:

manpower, equipment and materials needed to properly construct and install the concrete grade beam as indicated in the construction plans.

The CONTRACTOR is responsible for submitting shop drawings for steel, concrete mixes, and other hardware/materials for ENGINEER’S approval before installing concrete grade beam. The CONTRACTOR shall ensure that the proper mix design for the concrete, as indicated in the construction plans, is submitted to the ENGINEER for approval prior to pouring any concrete. The CONTRACTOR shall also submit shop drawings and technical data sheets for all reinforcing steel products to the ENGINEER for selection and approval prior to construction.

The CONTRACTOR shall inform the ENGINEER a minimum of 5 days in advance of pouring concrete for the grade beam so an inspection can be scheduled to check the placement of reinforcing steel inside the forms. The CONTRACTOR shall ensure sufficient chairs, non-metallic ties and other measures are utilized to ensure reinforcing steel is not allowed to shift position excessively when pouring concrete for the grade beam. The CONTRACTOR shall place concrete in a manner that minimizes movement of reinforcing steel during the pour and shall ensure that concrete is thoroughly vibrated while being poured. Excessively honeycombed sections of concrete will be rejected, and the CONTRACTOR shall replace these at no additional cost to the CITY. The CONTRACTOR shall notify the ENGINEER once the forms for the grade beam are removed after grade beam concrete has been poured so an inspection of the finished grade beam can be conducted.

Concrete shall be placed within 90 minutes of batch time, and shall be moist cured for at least 7 days. Trucks may not sit on site for greater than 45 minutes. Trucks sitting full on site for greater than 45 minutes shall be rejected at the CONTRACTOR’S expense. Delays in casting a given form greater than 45 minutes shall be rejected unless an acceptable construction join can be made.

This item shall also include all required testing for concrete and performed by a licensed Florida engineering firm for each concrete truck. At least 1 set of 3 cylinders shall be cast for 7, 14, and 21 days after pouring concrete.

The basis of payment for Concrete Grade Beam shall be per LINEAR FEET.

Item 13 Boat Lift System:

manpower, equipment, materials, hardware and any other provisions needed to construct and connect the boat lift and its electricity as indicated in the construction plans. The boat lift system shall be a DECO product as specified in the construction plans or an approved equivalent product. The minimum capacity for the boat lift system shall be 10,000 lbs. The design shall accommodate the vessel parameters of a “Metal Shark 21 Relentless”. The lift system shall be aluminum, six post/piles, side mounted stainless steed cable type with carpeted bunks for easy boat loading/off-loading. The CONTRACTOR must submit all shop drawings and details depicting the connection to the support post/piles. Any products or materials manufactured, purchased or installed prior to shop drawing approval will need to be replaced at the CONTRACTOR’S expense and will not be compensated for.

The basis of payment for Boat Lift System is LUMP SUM.

Item 14 Electrical Utilities:

The bid price for this item shall include, but not be limited to, all necessary manpower, equipment, materials, permits, and provisions required to furnish and install proposed dock lighting, camera, conduit, generator pad and any other electrical utilities as shown in the construction plans, in accordance with Division 26 – Electrical Specifications.

The CONTRACTOR may choose to use pre-fabricated electrical components delivered to the site. Submitted shop drawings and product data shall be provided to the ENGINEER for review and approved prior to procurement. Any lighting, camera or electrical components purchased or installed without prior approval shall be removed and replaced by the CONTRACTOR at no additional cost to the CITY.

CONTRACTOR shall review and comply with all applicable electrical specifications, installation standards, and material requirements as detailed in the Electrical Plan Set on Sheet No. E-1 to E-5.

All electrical work shall conform to the last edition of Florida Building Code, and the National Electrical Code (NEC), and all applicable federal, state, and local regulations. The CONTRACTOR shall coordinate with other trades, ensure proper grounding and identification, and perform all required testing to verify system functionality.

The basis of payment for Electrical Utilities shall be per LUMP SUM installed unit, inclusive of all wiring, conduit, mounting hardware, terminations, and testing necessary for a complete and operational system.

Item 15 Potable Water Line:

manpower, equipment, materials, permits, and any other provisions needed to furnish and connect the nearest existing water line near the T-Dock to the proposed water line, as indicated in the construction plans. Construct new 1¼” diameter SCH. 80 White PVC water service line with stainless steel conduit clamps spaced at 24-inches on center, and a marine grade 316 stainless steel hose bib, in accordance with the Florida Building Code: Plumbing, Latest Edition per the construction plans. The CONTRACTOR shall submit shop drawings for all components of the water line to the ENGINEER for approval prior to ordering and installing the water line.

The CONTRACTOR is to perform all required pressure, leaks, bacteriological and other testing, which shall be in compliance with all relevant building codes including but not limited to the Florida Building Code: Plumbing, Latest Edition, etc.

The CONTRACTOR shall take all necessary precautions to prevent damage to existing utilities designated to remain in place and shall maintain their stability throughout construction. Any damage to, or erosion affecting, such utilities shall be promptly repaired or restored at the CONTRACTOR’S expense.

The basis of payment for Potable Water Line is LINEAR FOOT.

Item 16 Mangrove Replacement:

The bid price for this item shall include, but not be limited to the necessary manpower, equipment, and materials to plant three black mangroves as indicated in the construction drawings. The CONTRACTOR shall verify with the ENGINEER that all planting locations are correctly identified and marked prior to installation of the proposed black mangroves. Each mangrove shall consist of well-developed nursery stock provided in a maximum 3-gallon container with an approximate container diameter of 10 to 11 inches. Mangroves shall be planted within 1 to 2 feet landward of the Mean Low Water (MLW) line and spaced to maintain a minimum clear distance of 3 feet between plants. Each mangrove shall be securely staked immediately following planting to prevent displacement due to tidal action, wave energy, or wind. The CONTRACTOR shall confirm that all permit requirements including but not limited to the permits listed on the cover sheet of the construction drawings are met, and all other local, state, and federal guidelines are met prior to planting the mangroves in the locations identified in the plans. The CONTRACTOR shall submit proper documentation to the ENGINEER prior to ordering. If the CONTRACTOR does not meet the aforementioned requirements and all other requirements from local, state, and federal agencies, the CONTRACTOR will be responsible for any deviations from the plans and will not be compensated for work performed outside of the scope of these plans.

The CONTRACTOR shall take all necessary precautions to avoid damage to nearby existing mangroves and resources that are to remain. Any damage to mangrove and resources shall be repaired at the CONTRACTOR’S expense.

The basis of payment for Mangrove Replacement is per EACH.

Item 17 Bedding Stone No.57:

The bid price for this item shall include, but not be limited to the necessary manpower, equipment and materials needed to furnish and install #57 bedding stone with non-woven geotextile filter fabric underlay in a 12-inch depth concrete grade beam, as indicated on the construction plans.

The CONTRACTOR shall provide clean, durable limestone or quarry run stone meeting the requirements of Florida Department of Transportation Standard Specifications for Road and Bridge Construction (Latest Edition). Placement of stone shall in accordance with FDOT Standard Specifications. The CONTRACTOR shall submit shop drawings, sieve analysis and technical specification sheets for all materials to the ENGINEER for approval prior to ordering materials. Any material placed without this approval shall be removed and replaced by the CONTRACTOR at no additional cost to the CITY.

The bedding stone material shall be reasonably free of fines and be a well-graded mixture of stone sizes with stone diameters meeting the requirements for #57 stone as given in the FDOT Standard Specifications. Rock shall be washed prior to delivery to the project site and shall be free of sand, dirt, and debris; a maximum of 5% fines by weight shall be permitted. All precautions must be taken to keep rock clean upon delivery to the project site.

At the pre-construction conference, the CONTRACTOR shall submit a letter designating all sources for the rock to be provided for the project. Each source must provide certified testing data, dated within the last two (2) years, for the rock, indicating its adherence to the requirements listed below. This testing data must be submitted to the ENGINEER for approval prior to ordering or taking delivery of any rock.

• Unit Weight: 150 pounds per cubic foot for limestone (162 pounds per cubic foot for granite) per ASTM C 127.

• Absorption: Less Than 5% per ASTM C 127.

• Sulfate Soundness: Less than 12% loss 5 cycles per ASTMC 88.

• LA Abrasion: Less than 45 percent loss at 1000 rev. per ASTM C 535.

If for any reason the CONTRACTOR elects to acquire rock from another source, the ENGINEER must approve of the new source prior to the CONTRACTOR ordering or taking delivery of any rock. The quarry identified as the new rock source shall submit the same testing data as that required from the original source(s).

Acceptance of a source for rock does not constitute “blanket” acceptance of all rock material originating from that source. The CITY and the ENGINEER reserve the right to require testing of any batch of rock delivered to the site to determine if the rock meets project specifications. Such testing, if requested, will be carried out by an FDOT-certified materials testing laboratory. Any products or materials manufactured, purchased or installed prior to shop drawing approval will need to be replaced at the CONTRACTOR’S expense if the corresponding materials are not approved by the ENGINEER.

Filter fabric must be non-woven geotextile, as indicated in the construction plans, meeting the requirements shown on the details in the plans, and should overlap a minimum of 24- inches where separate pieces come together. Filter fabric shall wrap beneath and around the bedding stone layer to a point sufficient to provide a minimum of five (2) feet of toe-in from the outer rock face on all sides of the finished rock revetment structure. The cost of the installed filter fabric shall be factored into the unit cost for the bedding stone.

The basis of payment of Bedding Stone No.57 is TONS.

Item 18 Structural Fill:

manpower, equipment, materials and hardware needed to import, place, compact and work to final grade structural fill, as noted on the plans. Structural fill shall be placed within the proposed grade beam and compact to achieve final design grades as indicated.

Under this item, the CONTRACTOR is responsible for providing clean structural fill meeting the requirements of Group A3 per AASHTO M 145. The CONTRACTOR shall be responsible for maintaining truck tickets tracking the volume of structural fill delivered to the site. No payment will be made for imported fill without proof of quantity of structural fill delivered to the site.

The fill tickets must include the following information:

• Address where truck was loaded.

• Address where fill was delivered.

• Truck number and volume capacity.

• Time and date of arrival.

• Fill quantity (weight) in load.

• Signature of contractor’s representative responsible for accepting delivery.

Fill tickets shall be submitted with all pay applications on which payment for this item is requested. The quantity of fill for which payment is being requested must match the total quantity of fill listed on the submitted fill tickets.

The CONTRACTOR shall be responsible for providing sieve analysis and compaction testing (per AASHTO T-180) for all imported fill material. Imported fill shall be placed in 6-inch lifts, and compacted to 98% modified proctor. All required geotechnical testing and compaction testing results shall be submitted to the ENGINEER for approval. No payment shall be made for any structural fill material delivered or placed without this approval. CONTRACTOR shall be responsible for all costs associated with replacement of proper fill material.

The basis of payment for Structural Fill shall be per CUBIC YARD of fill delivered to the site, based on truck ticket volumes.