V.20240301.01

01000-1

IFB-26-010 Hopkins Park Service Area Septic to Sewer – a HUD Funded Construction Project

SECTION 01000

INDEX OF DRAWINGS

1.00 GENERAL

The following list of engineering drawings titled, “HOPKINS PARK SERVICE AREA SEPTIC TO SEWER – A HUD FUNDED CONSTRUCTION PROJECT”, are incorporated into the Contract Documents by reference.

1.01 INDEX OF DRAWINGS

Sheet Number Title

G-001 COVER SHEET

G-002 ABBREVIATIONS, LEGENDS, AND SYMBOLS

G-003 GENERAL NOTES

V-100 EXISTING CONDITIONS KEY MAP & EROSION CONTROL KEY MAP

V-101 EXISTING CONDITIONS PLAN & EROSION CONTROL PLAN

V-102 EXISTING CONDITIONS PLAN & EROSION CONTROL PLAN

V-103 EXISTING CONDITIONS PLAN & EROSION CONTROL PLAN

V-104 EXISTING CONDITIONS PLAN& EROSION CONTROL PLAN

C-100 OVERALL UTILITY PLAN KEY MAP

C-101 SANITARY SEWER PLAN AND PROFILE RIVER RD STA 10+00 – 14+50

C-102 SANITARY SEWER PLAN AND PROFILE RIVER RD STA 14+50 – 19+00

C-103 SANITARY SEWER PLAN AND PROFILE RIVER RD STA 19+00 – 20+00

C-104 SANITARY SEWER PLAN AND PROFILE MENCY ST STA 10+00 – 3+70

C-105 SANITARY SEWER PLAN AND PROFILE BIBBENS ST STA 10+00 – 3+70

C-106 FORCE MAIN PLAN AND PROFILE RIVER RD STA 10+00 – 14+50

C-107 FORCE MAIN PLAN AND PROFILE RIVER RD STA 14+50 – 19+00

C-108 FORCE MAIN PLAN AND PROFILE RIVER RD STA 19+00 – 20+00

C-200 LIFT STATION #47 LAYOUT AND GRADING SITE PLAN

C-300 PAVEMENT RESTORATION PLAN

C-500 TOHO STANDARD DETAILS

C-501 TOHO STANDARD DETAILS

C-502 TOHO STANDARD DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-501 STANDARD DETAILS

P-100 LIFT STATION #47 PLAN AND SECTION

E-101 PS ELECTRIC SITE PLAN

E-102 PS-8P ELECTRIC SITE PLAN

E-103 LS #47 GROUNDING PLAN

E-104 LS #47 ELECTRIC RISER DIAGRAM

E-105 LS #47 ELECTRIC DETAILS

E-106 LS #47 ELECTRIC DETAILS

E-107 LEGEND & PUMP PANEL

E-108 PUMP PANEL WIRING SCHEDULE

E-109 PUMP PANEL WIRING SCHEDULE 2

E-110 PUMP PANEL WIRING DIAGRAM 3

E-111 TELEMETRY PANEL

E-112 TELEMETRY PANEL WIRING SCHEDULE

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END OF SECTION 01000

01010-1

SECTION 01010

SUMMARY OF WORK

1.01 LOCATION

A. The Work described by these specifications is located on property/easements/right-of-way, owned/leased by the Tohopekaliga Water Authority, the City of St. Cloud, or Osceola County in Osceola County, Florida.

1.02 DESCRIPTION

A. The Work to be done includes furnishing all labor, equipment and materials necessary to Construct new gravity sewer, force mains and a sewer lift station all-inclusive of the following:

Includes the construction of approximately 965 lineal feet of 4” PVC (C900/DR-18) force main, 1,175 lineal feet of 8” PVC (SDR 35) gravity main, 51 lineal feet of 8” HDPE (DR 32.5) gravity main, six manholes, asphalt roadway open cut and repair with final mill and resurfacing, concrete curb removal and replacement, new residential gravity lateral services and decommissioning of septic tanks (requiring access to private property), construction of a duplex submersible lift station (including associated site work and electrical/instrumentation), odor control system, and Osceola County applicable permits and the usual appurtenances

B. Contractor's Duties:

1. Cooperate with the OWNER or OWNER'S Representatives.

2. Except as specifically noted, provide and pay for:

a. Labor, materials, and equipment.

b. Tools, construction equipment, and machinery.

c. Water and utilities required for construction.

d. Other facilities and services necessary for the proper execution and completion of the Work.

3. Secure and pay for, as necessary for the proper execution and completion of the Work, and as applicable at time of receipt of bids:

a. Permits.

b. Government fees.

c. Licenses.

4. Give required notices.

5. Comply with codes, ordinances, rules, regulations, orders, and other legal requirements of public authorities that bear on performance of Work.

6. Promptly submit written notice to ENGINEER of observed variance of Contract Documents from legal requirements.

7. Enforce strict discipline and good order among employees. Do not employ on Work persons not skilled in their assigned task.

8. CONTRACTOR shall furnish personnel and equipment that will be efficient, 01010-2 appropriate, and large enough to secure a satisfactory quality of work and a rate of progress that will ensure the completion of the work within the time stipulated in the Proposal. If, at any time, such personnel appears to the ENGINEER to be inefficient, inappropriate or insufficient for securing the quality of work aforesaid, he may order CONTRACTOR to increase the efficiency, change the character or increase the personnel and equipment, and CONTRACTOR shall conform to such order. Failure of the ENGINEER to give such order shall in no way relieve CONTRACTOR of his obligations to secure the quality of the work and rate of progress.

9. CONTRACTOR shall be responsible for restoring all disturbed private property, resulting from his construction activities, or the activities of his sub-consultants, at no additional cost to the OWNER.

10. CONTRACTOR shall confine his activities to the site(s) designated by the OWNER for the Work or for materials storage.

11. Contractor to perform locates on existing utilities prior to water main installation.

Contractor to perform look ahead hard digs to identify potential existing underground conflicts. Any field verified data which may alter the design shall be presented to the Engineer of Record and Toho for evaluation and subsequent direction.

12. Restoration and site clean-up.

13. Coordination shall be required with all property owners that will have any impacts associated with their driveways and property.

14. Toho has applied for a City of St. Cloud Right-of-Way Osceola County Right-of- Way and an FDEP Wastewater permit and will provide when obtained. All other permits required by State and Local agencies necessary for this project, including those for dewatering and relocation of meters with associated plumbing, will be obtained by CONTRACTOR. CONTRACTOR is responsible to provide signed and sealed MOT plans, licenses, insurance and bonds certificates meeting the requirements specified herein.

15. CONTRACTOR is required to obtain and pay all fees as necessary for the procurement of the Florida Department of Environmental Protection National Pollutant Discharge Elimination System (NPDES) Stormwater Permit. All other permits, licenses, fees necessary for this work are to be secured and paid for by CONTRACTOR. Any costs as a result permit conditions are the responsibility of CONTRACTOR. Contractor shall prepare a Stormwater Pollution Prevention Plan.

16. Contractor shall provide and maintain dewatering as necessary and conform to all State and County requirements for groundwater discharge. All required ground water testing during construction is to be provided by CONTRACTOR.

17. Repair, replace, or otherwise settle with property owners, if damage to property or existing facilities occur, including damage to pavements, curbs, sidewalks, other utilities, fences, sod, structures, etc.

18. he CONTRACTOR shall be responsible for continuous operational and maintenance of wastewater service including cutting of lines, furnishing, installing, bypass pumping, draining of wastewater lines and/or hauling or pumping of drained wastewater necessary to connect to new lines, removal of pipelines associated with continuous maintenance, provision of safety features and procedures to comply with all federal and state requirements including but not limited to OSHA, AWWA, or coordination of temporary line shut downs where approved by TOHO.

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19. Provide fulltime, onsite project management. Maintain a professional demeanor when working with the public.

20. Contractor shall visit the site prior to bidding and make their own determinations for the amount: of clearing, grubbing and disposal; sheeting, shoring and bracing needed for protection of sidewalk, roadways, utilities, landscape removal, replacement and maintenance of any landscaping removed or damaged during construction, including ground cover and sod.

END OF SECTION 01010

01020-1

SECTION 01020

GEOTECHNICAL DATA

INTENTIONALLY OMITTED.

END SECTION 01020

01041-1

SECTION 01041

PROJECT COORDINATION

1.01 WORK INCLUDED

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

2.00 EXECUTION

2.01 CONSTRUCTION COORDINATION

A. The contractor is required to coordinate construction activities to maintain sufficient progress in the work. Locations of service must be approved by TOHO prior to installation.

B. CONTRACTOR shall be responsible for coordinating all sub-contractors and trades and in incorporating the work of all subcontractors or trades where necessary and as required.

C. Cutting and patching, drilling and fitting shall be carried out where required by the trade or subcontractor having jurisdiction; however, CONTRACTOR shall be solely responsible for this work.

D. The contractor is required to coordinate with the adjacent City of St Cloud project “Hopkins Park Improvements” adjacent to the lift station construction site to ensure efficient work within the project boundaries of both projects.

2.02 PROTECTION OF CONSTRUCTION AND EQUIPMENT

A. All newly constructed work shall be carefully protected from damage in any way.

All portions damaged shall be reconstructed by CONTRACTOR at his expense.

B. Protect all structures in a suitable manner to prevent damage. Should any part of a structure become heaved, cracked or otherwise damaged, all such damaged portions of the work shall be completely repaired and made good by CONTRACTOR at his own expense and to the satisfaction of the ENGINEER. If in the final inspection of the work, any defects, faults or omissions are found, CONTRACTOR shall cause the same to be repaired or removed and replaced by proper materials and workmanship without extra compensation for the materials and labor required.

Further, CONTRACTOR shall be fully responsible for the satisfactory maintenance and repair of the construction and other work undertaken herein and any damages caused by the performance of the Work, for at least the warranty period described in the Contract.

C. CONTRACTOR shall completely restore all pavement, landscaping, or other areas disturbed by construction activities.

END OF SECTION01041

01050-1

SECTION 01050

FIELD ENGINEERING AND CONTROLS

I. SCOPE OF WORK

A. Provide field engineering services for the project:

1. Survey work required in execution of project.

B. Survey Control

1. CONTRACTOR shall retain the services of a registered land surveyor licensed in the State of Florida to locate existing control points as identified by ENGINEER and maintain a survey during construction. Project grades, lines and levels shall be established from the existing reference points. The method of field staking for the construction of the Work shall be at the option of CONTRACTOR.

2. The method and material of field staking shall be the CONTRACTOR’S option. The accuracy of any method of staking shall be the responsibility of CONTRACTOR.

All engineering for vertical and horizontal control shall be the responsibility of

CONTRACTOR.

3. The owner shall supply the engineering survey and control to establish reference points which in his judgment are necessary for the CONTRACTOR to proceed with his work.

II. IMPLEMENTATION

A. Qualifications of Surveyor

1. A Florida Registered Land Surveyor, acceptable to TOHO and the ENGINEER.

Submit name and address of surveyor to ENGINEER prior to field services being performed.

B. Project Survey Requirements

1. Locate and protect existing control points prior to starting site work. Preserve all control points and reference marks throughout construction. Establish site control points, lines and levels, by appropriate means. The location of these points should minimize; the number of sightings necessary to control the work, and the likelihood of the points being disturbed.

a. Record locations, with horizontal and vertical data, on Project Record

Documents.

b. Make no changes or relocations without prior written notice to ENGINEER.

c. Report to ENGINEER when any control point is lost or destroyed, or requires relocation because of necessary changes in grades or locations.

d. Surveyor is to replace points that have been lost or destroyed based on original control.

2. Use survey control points to layout such work tasks as the following:

a. Clearing, grubbing and work limits.

b. Building foundations, column locations and floor levels.

c. Batter boards for structures.

d. Site improvements:

i. Stakes for grading, fill and topsoil replacement.

ii. Utility slopes and invert elevations.

e. Control points, lines and elevations required for any other project work.

f. Other work items as necessary

3. Periodically, verify layouts by same methods.

4. Records and Submittals

a. Maintain a complete, accurate log of all control and survey work as it progresses.

01050-2

b. At contract closeout submit a signed and sealed as-built survey and reproducible 24"x36" sheets verifying; invert and rim elevations at manholes, elevations at minimum intervals of 500 L.F. along all gravity mains and laterals and force mains, changes in grade, and at all values and fittings.

c. If computer aided design and drafting methods were used in the preparation of the project, a copy of the (.dwg or .dxf) file shall be provided.

d. On request of ENGINEER, submit documentation to verify accuracy of field engineering work.

e. Submit certificate signed by registered engineer or surveyor certifying that elevations and locations of improvements are in conformance with the Contract Documents, or if not in conformance, certify as to variances from the Contract Documents.

END OF SECTION 01050

01050-1

SECTION 01070

ABBREVIATIONS

Wherever in these Specifications and Contract Documents the abbreviations, or pronouns in place of them are used, the intent and meaning shall be interpreted as specified herein.

1.00 GENERAL

1.01 ABBREVIATIONS

AA - Aluminum Association AASHTO - American Association of State Highway and

Transportation Officials ACI - American Concrete Institute ACPA - American Concrete Pipe Association AEIC - Association of Edison Illuminating Companies AFBMA - Anti-Friction Bearing Manufacturers Association AGMA - American Gear Manufacturers Association AIEE - American Institute of Electrical Engineers AISC - American Institute of Steel Construction AISI - American Iron and Steel Institute ANSI - American National Standards Institute APHA - American Public Health Association API - American Petroleum Institute ASCE - American Society of Civil Engineers ASHRACE - American Society of Heating, Refrigeration, and Air

Conditioning Engineers ASME - American Society of Mechanical Engineers ASTM - American Society for Testing and Materials AWS - American Welding Society AWWA - American Water Works Association CFR - Code of Federal Regulations CRSI - Concrete Reinforcing Steel Institute EIA - Electrical Industries Association EPA - Environmental Protection Agency FDER - Florida Department of Environmental Regulation FDOT - Florida Department of Transportation FMHA - Farmers Home Administration FS - Federal Specifications IEEE - Institute of Electronic and Electrical Engineers IES - Illuminating Engineering Society IPCEA - Insulated Power Cable Engineers Association ISA - Instrument Society of America NBS - National Bureau of Standards NRMA - National Ready-Mix Association NEC - National Electric Code NEMA - National Electrical Manufacturers Association OSHA - Occupational Safety and Health Administration PCA - Portland Cement Association SBC - Southern Building Code SSPC - Steel Structures Painting Council UBC - Uniform Building Code UL - Underwriters Laboratories USDC - United States Department of Commerce USDHUD - United States Department of Housing and Urban

Development

END SECTION 01070

01150-1

SECTION 01150

MEASUREMENT AND PAYMENT

1. GENERAL (Edit the entire section to agree w/pay items). Please DO NOT edit or delete following items: Mobilization/Demobilization, Indemnification, & General Requirements

1.1 GENERAL INFORMATION

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

B. Subject to the provisions in the Section 00500: General Conditions, all work and payment for the work is represented by the Total Base Bid amount shown on the Bid Form.

1.2 PAYMENT

A. Work under this contract will be paid for on a unit price and/or lump sum price basis as outlined on the Bid Form. The amount of payment will be as defined in the Standard Form of Contract between OWNER and Contractor.

B. The prices shown on the Bid Form establish a total price cost for completing the

Work in its entirety. Furnish all materials, equipment, transportation, tools, labor, services and supplies, plus any miscellaneous items and services that may not be specifically identified in the Contract Drawings and Specifications but that can be inferred from the Contract Drawings and Specifications and are necessary to produce a completed Work that is usable in a manner for which it was intended. If any items for a complete work are omitted or not shown, CONTRACTOR shall furnish and install them without additional cost to the OWNER. No separate payment will be made for another Payment Item required to complete the work of a lump sum item.

C. CONTRACTOR shall prepare and submit Applications for Payment as provided in the General Conditions.

D. Retainage shall apply to all Contractor payments as provided for in the General Conditions.

1.3 MEASUREMENT FOR PAYMENT

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

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

1.4 PAYMENT ITEMS

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

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

01150-2

1. Maintenance and replacement of plantings.

2. Record drawings.

3. Construction photographs.

4. Field office(s) and storage facilities.

5. Clean up.

6. Testing materials and apparatus.

7. Appurtenant work.

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

9. Disinfection and flushing.

10. Night work, if applicable.

11. Complying with all project Grant requirements.

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

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

a. Measurement of various items for Mobilization and Demobilization will not be made for payment and all items shall be included in the lump sum price.

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

Contract lump sum price for the item, which price and payment shall be full compensation for the preparatory work and operations in mobilizing for beginning work on the Project and demobilizing for ending work on the Project. The establishment of field offices, buildings, safety equipment, first aid supplies, sanitary and other facilities, as required by these Specifications, State and local laws and any other pre-construction expense necessary for the state of the Work; the cost of field engineering, including disposal of cleared and grubbed material and debris, permits and fees, construction schedules, complying with Grant requirements, construction photographs, project signs, shop drawings, temporary facilities, lay down storage area, construction aids, erosion control, work associated with Contractor support during Owner/Engineer testing, reviews and inspection, re-inspection and any rework resulting from same, cleaning, project records documents, operating and maintenance data. CONTRACTOR shall submit invoices substantiating the cost of mobilization with each pay request. CONTRACTOR shall only be permitted to invoice OWNER for 5% of the cost for mobilization and demobilization per Application for Payment submitted. After the Certificate of Substantial Completion is issued to CONTRACTOR for each Phase, CONTRACTOR shall submit to OWNER an Application for Payment requesting payment of the balance of any remaining mobilization costs for the applicable Phase. Such Application for Payment shall be approved and timely paid by OWNER in accordance with the terms and conditions of the Contract Documents.

01150-3

2. Indemnification (Bid Item No. 2):

a. In consideration of the Contractor's indemnity agreement as set out in the Contract Documents, the Owner specifically agrees to give the Contractor a minimum of $100.00 and other good and valuable consideration, receipt of which is acknowledged upon signing of the Agreement.

3. General Requirements, Bonds, and Permits (Bid Item No. 3):

a. Measurement for various items covered under General Requirements, Bonds, and Permits will not be made for payment, and all items shall be included in the lump sum price.

b. Payment for General Requirements, Bonds, and Permits shall include all Insurance requirements costs, the costs of all bonds, permits, and all administrative costs associated with acquiring and maintaining the necessary coverage as described in the Contract Documents. This item will be paid upon each payment request made by CONTRACTOR. CONTRACTOR shall attach with the payment request invoices to substantiate that appropriate insurance and bonds have been obtained by CONTRACTOR.

4. Maintenance of Traffic (Bid Item No. 4):

a. Measurement of various items for Maintenance of Traffic will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Maintenance of Traffic will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for the work and operations required to furnish, erect, and maintain all necessary traffic control and safety devices in accordance with the latest Manual of Uniform Traffic Control Devices (MUTCD) and the latest Florida Department of Transportation Roadway Design Standards (FDOTRDS).

Maintenance of traffic shall include both vehicular access to the limits of construction, commercial and residential driveway access, and the pedestrian traffic along the existing sidewalk within the limits of the project. CONTRACTOR shall maintain access for local traffic with destinations within the project limits at all times.

01150-4

c. CONTRACTOR shall be responsible for developing a detailed Maintenance of Traffic plan which is specific to the construction of this project.

d. The City of St. Cloud requires the maintenance of traffic plans be submitted for review and approval. The City of St. Cloud may consider requests from CONTRACTOR for changes to the maintenance of traffic plan provided they are in accordance with the MUTCD and FDOTRDS. City of St. Cloud approval shall be required prior to implementation of the Maintenance of Traffic plan or any modifications thereto within City right-of-way.

e. Osceola County requires the maintenance of traffic plans be signed and sealed by a registered professional engineer. Osceola County may consider requests from CONTRACTOR for changes to the maintenance of traffic plan provided they are in accordance with the MUTCD and FDOTRDS. Osceola County approval shall be required prior to implementation of the Maintenance of Traffic plan or any modifications thereto within County right-of-way.

f. Cost associated with preparation, submission for review, and implementation of the Maintenance of Traffic Plan shall be included within this bid item.

5. Utility Locates in Advance of Construction (Bid Item No. 5):

a. Contractor shall furnish all labor, materials and equipment necessary to physically locate all utilities in the immediate project area using non-destructive digging equipment, supplies and personnel experienced in the use of subsurface utility engineering (SUE) to determine the precise horizontal and vertical positions of utilities, specified herein, and/or as directed by the Engineer.

CONTRACTOR shall perform utility locates at least 14 calendar days in advance of construction in order to request clarification if required from the engineer. The Engineer will have 7 calendar days to respond. The contractor is hereby notified that deviations in the design alignment will be permitted due to existing utility conditions. The alignment deviations will be the contractors responsibility to coordinate and as-built throughout construction.

If alternate construction means are required for the installation of the materials along a new alignment, those alternate methods will be at the contractors expense.

b. It is the responsibility of CONTRACTOR to officially notify

“Sunshine,” “Dig Safe,” or the utilities directly prior to commencing any work. CONTRACTOR shall coordinate all existing utility adjustments with the appropriate utility provider. Copies of the issued Sunshine locate tickets and photographs of the locates, including dates and location of the photographs shall be submitted to TOHO. The cost of locating and documenting all underground facilities shall be included in Bid Item No. 6, Utility Coordination.

c. Additional “soft dig” investigation may be required under this contract to determine existing utility elevations near all conflict areas as shown on the plans. The data from these areas must be evaluated by the Engineer prior to commencement of any existing

01150-5 utility diversions. It shall be CONTRACTOR’s responsibility to identify any additional conflict points following utility locates and present these to the Engineer with elevation data.

6. Pre-Construction Survey (Bid Item No. 6):

a. Measurement of various items for the Pre-Construction Survey will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Pre-Construction Survey will be for full compensation to furnish a pre-construction survey for all work limits in order to provide a clear and detailed record of all existing site features, including GPR and SUE data obtained prior to submittal for right of way use and MOT permitting and commencement of construction. Surveying must be done by a licensed PSM in the State of Florida, with a signed and sealed surveying provided in CAD and PDF for all open cut work and lining work areas;

including but not limited to, setting up or establishing survey controls, providing topography for needed elevation and grade information, upstream and downstream manholes and asset IDs, manhole diameters, manhole rims, manhole inverts and drop connections, all existing gravity sewer, pressure piping, cleanout locations, meter box locations, stormwater infrastructure, materials, and pipe diameters , pipe slopes, valves, power poles, transformer locations, utility markers and signage, all above ground site features and structures, pavement and other restoration limits within the corridor, trees, diameters and depths of sealed and coated manholes, all rehabilitated infrastructure and for use in ultimately providing as-built information for all asset tables meeting TOHO standards and specifications and FDEP standards and specifications for facilities separations.

7. As-Built Survey (Bid Item No. 7):

a. Measurement of various items for the As-Built Survey will not be made for payment and all items shall be included in the lump sum price.

b. Payment for As-Built Survey will be for full compensation to furnish a signed and sealed (in CAD, hard copy and pdf formats) as-built survey with the pre-construction survey features required and provided, by a licensed PSM in the State of Florida, meeting FDEP separation and TOHO standard and specification requirements and a complete representation of all work completed for each work area with the required asset table at the completion and acceptance of work. In addition, for furnishing monthly/progressive as-builts and redlined drawings with pay applications. The pre-construction survey requirements must be met and all items for the existing infrastructure and new infrastructure shown on the as-built plans for a complete and acceptable record of the installation of new facilities and restoration completed for the work. Work not clearly shown or called out on as-builts will not be acceptable for payment.

01150-6

8. Erosion Control (Bid Item No.8):

a. Measurement for Erosion Control throughout the site will not be made for payment, and all items shall be included in the lump sum price.

b. Payment for Erosion Control throughout the site will be made at the Contract lump sum price for the item. All erosion control measures shall be in accordance with FDEP, FDOT, SFWMD, local jurisdictional regulations, laws and ordinances.

CONTRACTOR shall be responsible to provide erosion control measures as outlined in the plans and as described in project right-of-way permits issued by the City of St. Cloud and Osceola County for the entire contract period. In addition, CONTRACTOR shall be responsible to maintain flow of the local drainage system during the contract period. All costs associated with placement and removal of the various erosion control devices and maintaining drainage flow within the project limits shall be included in Bid Item No. 5.

9. Site Work (Sidewalk, Driveway and Concrete) (Bid Item No. 9):

a. Measurement for this lump sum item will be based on the percentage of the total value of the work performed to date, proportioned to the original contract amount.

b. Payment shall constitute full compensation for all labor, materials and equipment for concrete sidewalk and driveway installation, preparation of the surface, cast in place formwork, concrete and concrete finishes, rebar and metal mesh, expansion joints, handicap ramps, detectable warning surfaces, disposal of existing concrete and waste, grout repair and smoothing, material testing and incidental work as shown on the Contract Drawings and as specified.

10. Resurface and Milling (Bid Item No. 10):

a. Measurement of this item will be the actual square yards of the surface cover placed within the limits shown on the Drawings. No payment for resurfacing outside limits. A full overlay for any asphalt necessitating replacement will be required.

b. Payment for Asphalt Mill and Resurfacing will be made at the Contract unit price per square yard which price and payment shall be full compensation for all milling, removing of existing surfaces (of various types and materials), disposal, asphalt overlay of various thicknesses as required by the jurisdictional agencies, removal and replacement of speed humps, pavement markings, striping, reflectors, and all necessary items to match existing and to meet all jurisdictional requirements when restored, meeting FDOT standards and specifications, protecting and replacing disturbed existing pavement.

01150-7

11. CMU Concrete Wall (Bid Item No. 11):

a. Measurement of this item will be the actual linear feet of CMU wall constructed and completed in place, measured along the centerline of the wall and to the limits down on the drawings.

b. Payment for the CMU Concrete wall will be made at the Contractor unit price per linear feet shall be full compensation for furnishing all labor, materials, equipment, tools, supervision, and incidentals necessary to construct the CMU wall complete and in place, including but not limited to furnishing and installing CMU units, reinforcement, grout, and mortar, all structural, architectural, and incidental masonry work, excavation, formwork, and backfilling incidental to wall construction (if applicable), compliance with all applicable codes, standards, permits, foundation (forms, reinforcement, ties, etc.) and inspections, quality control, testing, corrective work, painting and coating of all and cleanup and disposal of waste materials. No additional compensation shall be made for incidental work, rework, or construction methods required to achieve a complete, structurally sound, and compliant CMU wall with foundation.

12. Chain Link Fence Swing Gate (Bid Item No. 12):

a. Measurement for the quantity for payment shall be the actual number of chain link fence swing gates satisfactorily furnished, installed, and incorporated into the piping system.

b. Payment for the chain link fence swing gate shall be made at the Contract Unit Price for each swing gate installed and shall constitute full compensation for furnishing all labor, materials, equipment, tools, supervision, and incidentals necessary to install the swing gate complete and operational, including but not limited to: furnishing and installing gate panels, posts, hardware, and accessories excavation, concrete placement, curing, and backfilling for gate post foundations, adjustment and alignment to ensure proper operation, coordination with adjacent CMU wall and site features, compliance with all applicable codes, standards, permits, and specifications, cleanup and disposal of surplus materials. No additional compensation shall be made for incidental work, field adjustments, or rework required to provide a complete, secure, and properly functioning chain link fence swing gate.

13. Construct New 8” SDR 35 PVC Gravity Main (Bid Item No. 13):

14. Construct New 8” HDPE DR 32.5 Gravity Main (Bid Item No. 14):

a. Measurement for gravity sewer pipe installation, except as otherwise specified, will be based on the laying length of the pipe in linear feet furnished and installed as measured along the centerline of the completed pipe and including fittings.

b. Payment for sanitary sewer will be made at the Contract unit price per linear foot of sanitary sewer installed, which price shall include furnishing and installing all pipe, and materials above or

01150-8 below ground along pipeline alignment; installation via open cut, and pipe bursting, joints and jointing materials; bracing, shoring, and sheeting; trenching, including exploratory excavation;

bedding and backfill; constructing the specified protection, support and adjusting of existing above ground and underground utilities; testing; and all other related and necessary materials, work and equipment required to construct a complete operable pipeline.

15. Construct New 4’ Diameter Sanitary Sewer Manholes (0’ – 5’ Deep

(Bid Item 15)

16. Construct New 4’ Diameter Sanitary Sewer Manholes (5’ – 15’ Deep

(Bid Item 16)

a. Measurement of construction and installation of new manholes, bid items #15 and #16, will be based on actual number of manholes installed of varying depths installed, inclusive of manhole frame and cover.

b. Payment for the manholes will be made at the unit price for each manhole, which price shall be full compensation for furnishing all labor, materials, tools and equipment necessary to construct the indicated manholes on the plans, including but not limited to, rim and cover; associated piping; invert and flow channels;

site grading; sodding; bracing, shoring, and sheeting;

interior/exterior coating; removal and disposal of all unsuitable fill material; addition and replacement of acceptable fill material, sealing, testing and all other work and expense incidental thereto, as indicated on the drawings and specified herein.

17. Construct New 5’ Diameter Sanitary Sewer Manhole (5’ – 15’ Deep) –

Polymer Concrete (Bid Item No. 17):

a. Measurement of construction and installation of polymer manholes will be based on actual number polymer manholes of 5-foot diameters and 5’ to 15’ depth installed.

b. Payment for the manholes will be made at the unit price for each manhole, which price shall be full compensation for furnishing all labor, materials, tools and equipment necessary to construct the indicated manholes on the plans, including but not limited to, rim and cover; associated piping; invert and flow channels;

site grading; sodding; bracing, shoring, and sheeting;

interior/exterior coating; removal and disposal of all unsuitable fill material; addition and replacement of acceptable fill material, sealing, testing and all other work and expense incidental thereto, as indicated on the drawings and specified herein.

18. Decommissioning of Septic Tank (Bid Item No. 18):

a. Measurement of the decommissioning of septic tanks will be based at unit price on the actual number and completion of existing septic tank abandonment.

b. Payment for the septic system decommissioning shall be made

01150-9 at the unit price for each septic system decommissioned, which prices shall be full compensation for furnishing all labor, materials, equipment, tools, supervision, permits, department of health coordination, fees, and incidentals necessary to properly decommission the septic system, including but not limited to, pumping, cleaning, and disposal of septic tank contents, breaking up bottom of septic tank, filling abandoned tank with clean sand, excavation, dewatering, backfill, and compaction, hauling and lawful disposal of all waste materials, compliance with all applicable codes, permits, rules, and regulations, coordination with regulatory agencies and required inspections, restoration and sod replacement of disturbed areas and any other work for the successful decommissioning of septic tanks.

Payment will not be made until all testing, inspections, and restoration is completed. No additional compensation shall be made for incidental or unforeseen work necessary to complete the septic system decommissioning in accordance with the Contract Documents and/or FDEP Regulations.

19. Construct Gravity Sewer Laterals (Bid Item No. 19):

a. Measurement for gravity sewer lateral installation, except as otherwise specified, will be based on the laying length of the pipe in linear feet furnished and installed as measured along the centerline of the completed pipe and including fittings.

b. Payment for the lateral connections and cleanouts will be made at the Contract unit price for the item, which price and payment shall be full compensation for all aspects of the work, including, but not limited to, providing of all required personnel with proper licenses/certifications to perform plumbing work on private property, sub-contractors, labor, all applicable coordination, approvals and permission from property owner, any required permits and fees and certifications prior to construction, during construction, and any post construction certifications regarding septic to sanitary conversions, demolition and removal, collapsing and abandonment measures including but not limited to Health Department and any other applicable regulatory agency approvals, materials, and equipment to complete the connection, demolition/collapse/abandonment of existing septic system. Private property work is not shown on the Contract Documents and is not included the project design. The unit price shall include, but not be limited to, temporary fencing, protection measures, erosion control, clearing, grubbing, dewatering, excavation, common fill, structural fill, bedding, stone bedding, compaction, gravel, filter fabric, temporary and/or permanent access, access agreements, equipment, approved equipment storage, piping, controls, fittings, sleeves, appurtenances, fence, site restoration and sodding, tree trimming, vegetation removal, replacement of disturbed landscaping, concrete, and stabilized driveways, connections to existing utilities, testing, pump outs, cleaning, proper disposals, pipe supports, and anything else required to provide a complete disconnection from the private septic system and connection to the new gravity sewer system. Contractor will be required to obtain written approval from property owner that all work

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(including restoration) on private property has been completed satisfactorily prior to final payment.

20. Force Main Connection (Wet Tap and Valve) (Bid Item No. 20):

a. Measurement for force main connection shall be for the proposed force main connection to existing force main piping satisfactorily completed and incorporated into the piping system.

b. Payment of the applicable unit price shall be full compensation for all areas of work required to successfully install and complete the connection to the existing 10” force main. This item shall include all appurtenances and incidental work required to complete the tie-in and including furnishing all labor, materials and equipment including but not limited to DI tee, spool pieces, gate valve, plug valve, valve box, and any other items for a successful installation as shown in the drawings.

21. Construct New 4” DR-18 PVC Force Main (Bid Item No. 21):

a. Measurement for force main installation, except as otherwise specified, will be based on the laying length of the pipe in linear feet furnished and installed as measured along the centerline of the completed pipe and including fittings.

b. Payment of the applicable unit price shall be full compensation for furnishing all labor, materials and equipment and constructing the pipeline's complete installation including, but not limited to;

clearing and grubbing (unless otherwise covered), dewatering, excavation, tree and landscaping protection, trimming or removal, sheeting, shoring and bracing (and/or trench box installation);

dewatering, backfill, rough grading, compaction, fencing removal and replacement, finish grading, flushing, cleaning, pressure testing, disinfection,. This item also includes all necessary fittings, reducers, bends, tees, wyes, caps, plugs, sleeves, restraining devices, locator plates, locate wire, street signage, and all other items incidental to the construction of the pipeline. All costs to furnish and install such items shall be included.

22. Precast Concrete Wet Well (Bid Item No. 22):

b. Payment of the appropriate percentage of the lump sum price shall be full compensation for furnishing all labor, materials and equipment and installing the precast wet well and hatch, as shown on the Drawings, including but not limited to precast concrete wet well, hatch, vent, discharge piping (complete), clearing and grubbing, excavation, sheeting, shoring and bracing, dewatering, stabilization, backfill, compaction at specified lifts and required densities, grading, testing, and incidental work required to complete the work as shown on the Contract Drawings and as specified

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23. Wet Well HDPE Piping (Bid Item No. 23):

number of linear feet of HDPE wet well piping satisfactorily furnished and installed, as measured along the length of the centerline of the completed pipeline, regardless of the type joint required, without deduction for the length of valves and fittings.

b. Payment of the applicable unit price shall be full compensation for furnishing all labor, materials and equipment and constructing the pipeline's complete installation including but not limited to; connection to other piping, pie support brackets, link seal wall penetration, HDPE to DI adapter, and cleanup.

This item also includes all necessary fittings, reducers, bends, tees, wyes, caps, plugs, sleeves, restraining devices, locator plates, locate wire, street signage, and all other items incidental to the construction of the pipeline. All costs to furnish and install such items shall be included.

24. Lift Station Above Ground DI Piping and Fittings (Bid Item No. 24):

number of linear feet of ductile iron piping satisfactorily furnished and installed as measured along the length of the centerline of the completed piping, inclusive or fittings, but not valves included in this section. This pay item shall be inclusive of all fittings.

b. Payment of the applicable unit price shall be full compensation for furnishing all labor, materials and equipment necessary to successfully furnish and install all lift station piping, fittings, DI-to-PVC transition and all other appurtenances as necessary to accomplish the work as shown on the Drawings and specified in the Contract Documents.

25. Check Valve (Flanged) (Bid Item No. 25):

number of 4-inch above ground check valve satisfactorily furnished, installed, and incorporated into the piping system.

for furnishing all labor, materials and equipment and installing the valve complete with necessary restraining devices, supports, coatings, nuts, bolts identification, and all incidental and related work to complete this item.

26. Plug Valve (Flanged) (Bid Item No. 26):

number of 4-inch above ground plug valves satisfactorily furnished, installed, and incorporated into the piping system.

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b. Payment of the applicable unit price shall be full compensation for furnishing all labor, materials and equipment and installing the valve complete with necessary restraining devices, supports, coatings, nuts, bolts identification, and all incidental and related work to complete this item.

27. Plug Valve (MJ) (Bid Item No. 27):

a. Measurement for the quantity for payment shall be the actual number of 4-inch below ground plug valves satisfactorily furnished, installed, and incorporated into the piping system.

the valve complete with valve box, cover, valve box extension, operating nut extension, valve wrench, restraining devices, test station box, concrete collar, identification disk (where applicable), bedding material, adjusting top of valve box to finished grade, clearing and grubbing, excavation, sheeting, shoring and bracing, dewatering, backfill, compaction, grading, temporary erosion control, flushing, testing, and all incidental

28. Pump out Connection with Camlock (Bid Item No. 28):

shall be full compensation for furnishing all labor, materials, design, and equipment to furnish, install, and complete the work as shown on the Drawings and as specified in the Contract Documents

29. 2-Inch ARV (Bid Item No. 29):

number of air release valve assemblies of the type specified, satisfactorily furnished and installed for wastewater service.

the air release valve assembly complete, as shown on the Drawings, including but not limited to piping/tubing, fittings, nipples, valves, air release valve unit, connections, testing, cleanup, and all other items incidental to the installation of the air release valve assembly.

30. Submersible Pump and Associated Appurtenances (Bid Item No. 30):

number of submersible pumps and associated appurtenances including but not limited to base plates, pump bases, chains, guide rails, hatch, influent drop structure, etc. as specified in the Contract Documents.

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b. Payment for the applicable unit price shall be full compensation for furnishing all labor, materials, and equipment to furnish, install, and complete the work as shown on the Drawings and as specified in the Contract Documents.

31. Odor Control Unit (Bid Item No. 31):

a. Measurement for the quantity for payment shall be the provision and installation of an odor control system and associated appurtenances fan/blowers, media, electrical connection, etc.

as specified in the Contract Documents.

b. Payment for the applicable unit price shall constitute full and complete compensation for furnishing all labor, materials, equipment, tools, supervision, and incidentals necessary to furnish, install, test, and complete the odor control system as shown on the Drawings and as specified in the Contract Documents, including, but not be limited to, odor control equipment and appurtenances; structural, mechanical, and electrical work; foundations, supports, ductwork, piping, wiring, and controls; all labor, materials, tools, and equipment; startup, testing, and commissioning; manufacturer’s services and operator training; preparation and submission of required documentation; compliance with all applicable codes, permits, rules, and regulations; and all other work necessary for a complete, functional, and accepted odor control system. No separate payment shall be made for incidental or auxiliary work required to achieve successful installation and operation of the odor control system.

32. Pressure Gauges (Bid Item No. 32):

number of pressure gauges satisfactorily furnished and installed.

the pressure gauges complete, as shown on the Drawings, including but not limited to pipe nipples, diaphragm seal, ball valve, connection to piping, and all other items incidental to the installation of the air release valve assembly.

33. Electrical and Instrumentation (Bid Item No.33):

percentage of the total value of the work performed to install all electrical control panel parts, conduit, wiring, and connections, satisfactorily furnished, installed, and shall include all related work required to successfully provide and install / complete electrical work.

shall be full compensation for furnishing all labor, materials, 01150-14 design and equipment to construct/install panels, wiring, conduit, connections, terminals, power transformer, concrete pad and all other appurtenances as necessary to accomplish the work as shown on the Drawings and specified in the Contract Documents. No separate payment shall be made for incidental or auxiliary work required to achieve successful installation and operation of the electrical and instrumentation systems.

34. Owner’s Construction Contingency Allowance:

The Bid Form includes a $350,000 contingency for project field conditions and/or additional adjustments to the work. The Contingency Allowance shall be used at the discretion of the OWNER for construction work as specified in the Contract Documents and/or unforeseen conditions.