IFB-26-031 Div 1-16_ Appendices.pdf

Ver: 03/2024

01000-1

SECTION 01000

INDEX OF DRAWINGS

1.00 GENERAL

The following list of engineering drawings titled, “EAST LIFT STATION REHABILITATIONS PROJECT”, are incorporated into the Contract Documents by reference.

1.01 INDEX OF DRAWINGS

Sheet Number Title

G-1 Cover Sheet

G-2 General Notes

G-3 Project Layout

V1.0 – V4.1 Topographic Survey

C-1.0 – C4.0 Demolition Plan

C-1.1 – C4.1 Site Plan

C-1.2 – C4.2 Improvement Plan/Section

D-1 – D-5 Details

E-001-E-002 Electrical Legend

E-003 Electrical General Notes

E-004 Electrical Abbreviations

E-101 – E-112 LS#S047 Electrical Plans

E-201 – E-212 LS#S063 Electrical Plans

E-301 – E-312 LS#S067 Electrical Plans

E-401 – E-412 LS#S079 Electrical Plans

END OF SECTION 01000

01000-2

THIS PAGE INTENTIONALLY LEFT BLANK

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 rehabilitate the existing lift stations listed below. The lift station Pumps and Control Panels will be purchased by Toho and provided to the contractor for installation.

Contractor to coordinate with Toho to pick up pumps and panels. Address to pick up pumps is 1622 S John Young Parkway. Kissimmee, FL 34741.

1. Rehabilitation of Toho Lift Station S047 includes the replacement of pumps and base plates, pump rails, riser piping, electrical panels, water service, top slab, hatch with fall protection system, 57 stone, filter fabric, recoating of wet well, and installation of new concrete for driveway where existing driveway is damaged. Also included is raising the height of the existing wet well with precast riser approximately one and half feet, regrading of the site to match new wet well height, removal of the existing valve vault and replacing it with above ground piping.

2. Rehabilitation of Toho Lift Station S063 includes the replacement of pumps and base plates, pump rails, riser piping, electrical panels, water service, top slab, hatch with fall protection system, 57 stone, filter fabric, recoating of wet well, and installation of new concrete for driveway where existing driveway is damaged. Also included is raising the height of the existing wet well with precast riser approximately six inches, regrading of the site to match new wet well height, removal of the existing valve vault and replacing it with above ground piping.

3. Rehabilitation of Toho Lift Station S067 includes the replacement of pumps and base plates, pump rails, riser piping, electrical panels, water service, top slab, hatch with fall protection system, chain link fence, 57 stone, filter fabric, recoating of wet well, and installation of new concrete for driveway where existing driveway is damaged. Also included is raising the height of the existing wet well with precast riser approximately two feet, regrading of the site to match new wet well height, raising existing manhole to match new driveway height, removal of the existing valve vault and replacing it with above ground piping, installation of new site fence and installation of a new bypass pump.

4. Rehabilitation of Toho Lift Station S079 includes the replacement of pumps and base plates, pump rails, riser piping, electrical panels, water service, top slab, hatch with fall protection system, chain link fence, 57 stone, filter fabric, recoating of wet well, and installation of new concrete for driveway where existing driveway is damaged. Also included is removal of the existing valve vault and replacing it with above ground piping

01010-2

The Work generally includes but is not limited to the following:

1. Installation, adjustments, and removal of all work described above and as indicated on the Drawings and in the Project Manual.

2. Testing of all installed systems.

3. Restoration and site clean-up.

NOTE: The above list is a summary of work items. It is not all inclusive of the entire scope of work. Plans and specifications should be referenced for the specific scope of work.

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, 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

01010-3

OWNER for the Work or for materials storage.

11. Contractor to perform locates on existing utilities prior to work. 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. The 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.

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

01010-4

01020-1

SECTION 01020

GEOTECHNICAL DATA

INTENTIONALLY OMITTED.

END SECTION 01020

01020-2

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 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 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.

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

01041-2

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 water mains 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

01050-2

01150-1

SECTION 01150

MEASUREMENT AND PAYMENT

1. GENERAL

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. 1-1, 2-1, 3-1, & 4-1)

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, 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. General Requirements, Bonds, and Permits:

(Bid Item No. 1-2, 2-2, 3-2, & 4-2)

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 contractor is responsible for obtaining and paying for right-of-way permits and electrical permits required to complete the work. 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, permits and bonds have been obtained by CONTRACTOR.

3. Utility Locates in Advance of Construction:

(Bid Item No. 1-3, 2-3, 3-3, & 4-3)

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. 1-3, 2-3, 3-3, and 4-3, 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 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.

01150-4

4. Maintenance of Traffic:

(Bid Item No. 1-4, 2-4, 3-4, & 4-4)

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. Temporary obstructions of existing driveways shall be limited to 4 hours per 24hour period between 9am and 3pm weekdays only. If during construction access for local traffic changes, then CONTRACTOR shall notify the owner(s) a minimum of 3 business days in advance.

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 there to within County right-of-way.

f. Cost associated with preparation, submission for review, and implementation of the Maintenance of Traffic Plan shall be included in the Bid Item No.1-4, 2-4, 3-4, & 4-4 Maintenance of Traffic.

5. Preconstruction Video:

(Bid Item No. 1-5, 2-5, 3-5, & 4-5)

a. Measurement of various items for Preconstruction Video will not be made for payment, and all items shall be included in the lump sum price. This lump sum shall include the taping and recording of conditions along the project route, easements, and right-of-way centerline within the project limits.

01150-5

b. Payment shall be made at the Contract lump sum price for Preconstruction Video as measured above, which price and payment shall be full compensation for all materials, equipment, labor, taping, and other such items as may be necessary to complete the item of work.

6. Bypass Pumping and Temporary Bypass Piping

(Bid Item No. 1-6, 2-6, 3-6, & 4-6):

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

b. Payment of the applicable Contract lump sum price shall be full compensation for furnishing all labor, materials, equipment as necessary for bypass operations and contingency plan as required to operate manned bypass pumping operations for 24 hrs/day (including weekends) with backup auto-dialer for emergency situations, including pumps, piping, and hoses;

pumper trucks temporary bypass and service piping; hauling and proper disposal of wastewater; sound attenuators; plugging;

gasoline/diesel fuel; protection of existing facilities, utilities, and property; traffic maintenance; signs and barriers; and all incidental work required to satisfactorily complete this item.

7. Remove and Replace Wet Well Top Slab (Lined) with Vent (Bid Item Nos. 1-7, 2-7, 3-7, & 4-7):

a. Measurement of various items for Remove and Replace Wet Well Top Slab Lined with Vent will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Remove and Replace Wet Well Top Slab Lined with

Vent will be made at the Contract lump sum price, which price shall be full compensation for all labor, material, and equipment required for removing and replacing the wet well top slab, disposal of existing top slab, lining of new top slab, Haliday testing of liner, Flange x PE ductile iron pipe, flanged 90 degree ductile iron fitting, companion flange, and 0.25” mesh stainless steel screen.

Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s

Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item Amount.

8. Remove and Dispose of Existing Pumps, Guide Rails, Valves, Fittings, Hatches and Discharge Piping (Bid Item Nos. 1-8, 2-8, 3-8, & 4-8):

a. Measurement of the items for Removing and Disposing Existing Pumps, Guide Rails, Valves, Fittings, and Discharge Piping will not be made for payment and all items shall be included in the lump sum price.

01150-6

b. Payment of the applicable Contract lump sum price shall be full compensation for furnishing all labor, materials, equipment as necessary for removing and disposing existing pumps, guide rails, valves, fittings, and discharge piping and associated appurtenances. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item Amount. Remainder of payments based on percentage equally divided over remaining duration of bypass pumping necessary for the lift station project.

The cumulative total shall not exceed the Lump Sum Bid Pay Item Amount.

9. Remove and Dispose of Existing Valve Vault

(Bid Item Nos. 1-9, 2-9, 3-9, & 4-9):

a. Measurement of various items to Remove and Dispose Existing

Valve Vault will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Remove and Dispose Existing Valve Vault will be made at the Contract lump sum price and shall be full compensation for all labor, materials, backfill, compaction, and equipment as necessary to remove existing valve vaults, any other modification necessary not mentioned herein. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum

Bid Pay Item Amount.

10. Removal and Return of Existing Electrical Panel, Rack, Conduit and

Antenna to Toho (Bid Item Nos. 1-10, 2-10, 3-10, and 4-10)

a. Measurement of various items for Remove and Return of

Existing Electrical Equipment will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Removal and Returning of Existing Electrical

Equipment to Toho will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, equipment services, control panels, electrical wiring, conduits, controls, electrical rack, and antenna. Contractor to coordinate with Toho inspector prior to removing equipment so Inspector can identify what equipment Toho will keep and contractor shall properly dispose of non-salvageable equipment and materials. Contractor to deliver salvaged equipment to 1622 S John Young Parkway.

Kissimmee, FL 34741. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The

01150-7 cumulative total shall not exceed the Lump Sum Bid Pay Item Amount.

11. Remove and Replace Existing Fence

(Bid Item Nos. 1-11, 3-11, & 4-11):

a. Measurement of the items for Fencing & Gates will not be made for payment and all items shall be included in the lump sum price.

necessary for the removal and disposal of existing chain link fence, installation of fence, gates, posts, fastenings, fittings, top rails, post braces, barbed wire, concrete footings, post caps, tension wire, and any and all items required to successfully install the fence as per the Drawings. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item Amount.

12. Remove Existing Water Service and Replace with 2-inch Water

Service (Bid Item No. 1-12, 2-11, 3-12, & 4-12)

a. Measurement of the items for 2-inch Potable Water Service will not be made for payment and all items shall be included in the sum price.

necessary for the removal the existing water service and installation of a new 2-inch water service as well as furnishing, installing and testing the connections to the mains, excavation, sheeting and shoring, pipe bedding, backfill and compaction, pipe identification tape, permanently plugging existing corporation stop, PE tubing, curb stops, pack joint fittings, plugs, pipe restraint mechanisms, meter boxes and covers, tracer wire, filter fabric, No. 57 stone and all labor, materials and equipment and all other work necessary to complete the installation as specified in the drawings.

13. Remove Existing Lift Station Coating

(Bid Item Nos. 1-13, 2-12, 3-13, and 4-13):

a. Measurement of various items for Remove Existing Coating and

Clean Wet Well will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Remove Existing Coating and Clean Existing Wet

Well will be made at the Contract lump sum price, which price shall be full compensation for all labor, material, and equipment required for wall preparation, sealing and treatments (crack injections) as required per the specifications, cleaning and coating the existing wet well, flattening of wet well bottom, 01150-8 adjusting the bottom elevation, and plugging unused wet well penetrations and sealing of leaks. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item

14. Furnish and Install Concrete Riser to Lift Station Wet Well

(Bid Item Nos. 1-14, 2-13, & 3-14):

a. Measurement of various items for Furnish and Install Concrete Riser to Lift Station Wet Well will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Furnish and Install Concrete Riser to Lift Station Wet

Well will be made at the Contract lump sum price, which price shall be full compensation for all labor, material, excavation, backfill, compaction, external joint sealant, butyl rubber joint seal, interior coating/lining, and equipment required for furnishing and installing a concrete riser to the lift station wet well. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction

15. Coat Interior of Existing Wet Well (Bid Item Nos. 1-15, 2-14, 3-15, and 4-14):

a. Measurement of various items for Coating Existing Wet Well will not be made for payment, and all items shall be included in the

b. Payment for Coat Existing Wet Well will be made at the Contract lump sum price, which price shall be full compensation for all labor, material, Holiday (spark) testing, and equipment required for installation of new wet well coating as required per the specifications and construction drawings. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item

16. Site Work

(Bid Item No. 1-16, 2-15, 3-16, & 4-15):

a. Measurement of various items for Site Work will not be made for payment and all associated work items shall be included in the

b. Payment for Site Work will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, clearing, dewatering, 01150-9 regrading, pavement repair, landscaping, trenching restoration and clean each work site, install erosion and sediment control devices per SWPPP including but not limited to silt fence, tree protection, temporary fencing, the cost of field engineering, including disposal of cleared and grubbed material. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction

17. Concrete Work

(Bid Item Nos. 1-17, 2-16, 3-17, & 4-16):

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

necessary for concrete driveway installation, bypass pump slab installation, lift station top slab installation, manhole installation, sidewalk work, as well as any other miscellaneous concrete work.

Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s

18. Furnish and Install Above Ground Discharge Piping, Flow Meter, Valves, ARV, Fittings, and Appurtenances

(Bid Item No. 1-18, 2-17, 3-18 & 4-17):

a. Measurement for Discharge Piping, Flow Meter, Valves, Fittings, and Appurtenances will not be made for payment and all items shall be included in the lump sum price.

b. Measurement Payment for Discharge Piping, Flow Meter, Valves, Fittings, and Appurtenances will be made at the Contract lump sum price for this bid item successfully installed and tested as shown on the Contract Drawings and/or specified in the Contract

Specifications, which price and payment shall be full compensation for piping, installation in locations indicated on the Construction Drawings which includes all piping within the wet well as well as above grade and below grade piping, bypass connections, excavation, pipe bedding, backfill and compaction, testing, joint restraints, pipe identification tape, insulated conducting wire, fittings, spools, pressure gauges, plug valves, check valves, air release valves, ball valves, valve box, couplings, flange adaptor couplings, flow meter, hardware, pipe supports, painting piping, and all equipment and all other work necessary to complete the installation in accordance with the Contract Documents. All cost to clean, repair new or existing piping and appurtenances will be included under the lump sum price. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by

01150-10 the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item Amount.

19. Install Submersible Pumps, Pump Control Panel and Accessories

Furnished by Toho (Bid Item No. 1-19, 2-18, 3-19, & 4-18):

a. Measurement for the number of Submersible Pumps, Pump

Control Panel and Accessories to be paid for will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Installation of Submersible Pumps, Pump Control

Panel and Accessories will be made at the Contract lump sum price, which shall be full compensation for all labor, material, start-up testing, and services required for the installation of the pumps miscellaneous appurtenances, base pedestal, floats, brackets, guide rails, cable, cable holders, supports, training, and testing and startup of the pumps. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Bid Pay Item Amount.

Contractor to pick up Pumps and Panels at 1622 S John Young

Parkway. Kissimmee, FL 34741.

20. Furnish and Install Lift Station Access Hatch with Safety Grate

(Bid Item No. 1-20, 2-19, 3-20, & 4-19):

a. Measurement of various items for Furnish and Install Lift Station Access Hatch with Safety Grate will not be made for payment and all items shall be included in the lump sum price.

b. Payment for Connect to Existing Force Main will be made at the

Contract lump sum price once successfully installed, which price shall be full compensation for all labor, material, and equipment required for installation of Lift Station Access Hatch with Safety Grate as indicated on the construction drawings. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager.

The cumulative total shall not exceed the Lump Sum Bid Pay Item

21. Force Main Installation and Connect to Existing Force Main

(Bid Item No. 1-21, 2-20, 3-22, & 4-20):

a. Measurement of various items for Connect to Existing Force Main

b. Payment for Connect to Existing Force Main will be made at the

01150-11

Contract lump sum price once successfully installed, which price shall be full compensation for all labor, material, clearing and grubbing, excavation, dewatering, trenching, pipe bedding, cutting existing force main pipe, remove pipe burrs, sleeves, PVC C-900

DR 18 pipe, restrained joints, fittings, gate valves, tracer wire, warning tape, restraining of existing force main, backfill, compaction, hydrostatic pressure testing, pigging, flushing, sod restoration, and equipment required for making the connection to the existing force main as indicated on the construction drawings.

Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s

22. Furnish and Install Meter Can, Main Breaker, RTU, Junction Boxes, Conduit, and Wire (Bid Item No. 1-22, 2-21, 3-23, & 4-21):

a. Measurement of various items for Meter Can, Main Breaker, RTU, Junction Boxes, and Conduit Wire will not be made for payment and all items shall be included in the lump sum price.

b. Payment Meter Can, Main Breaker, RTU, Junction Boxes, Conduit, and Wire will be made at the Contract lump sum price, which includes all related labor, material, equipment services, testing, coordination, training and work required to remove and replace the RTU, Antenna, Meter Can, Main Breaker, material, wiring, conduit, switches, meters, connections, equipment services, testing, permits and fees, meter and connection fees coordination and work required to remove and replace the existing lighting, removal or relocation of utility poles, and services and provide new electrical service for the lift stations, and Panelboard at the pump stations. Progress payments will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the Contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item Amount as mutually agreed to by the contractor and the Toho

Construction Manager.

23. Furnish and Install Bypass Pump (Bid Item No. 3-21):

a. Measurement of various items for the Bypass Pump pay item

b. Payment for the Bypass Pump pay item will be made at the

Contract lump sum price, which includes furnishing to the site and all labor, material, fuel, equipment manufacturer services, testing, start- up, coordination, training and all other work required to

01150-12 install the bypass pump with appurtenances including piping and enclosure. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete, as mutually agreed to by the contractor and Toho’s Construction Manager. The cumulative total shall not exceed the Lump Sum Bid Pay Item Amount.

END OF SECTION 01150

01152-1

SECTION 01152

APPLICATIONS FOR PROGRESS PAYMENTS

1.01 REQUIREMENTS INCLUDED

A. Submit Applications for Progress Payments to ENGINEER in accordance with the schedule established by Conditions of the Contract between OWNER and Contractor.

1.02 RELATED REQUIREMENTS

A. Contract between OWNER and Contractor.

B. Conditions of the Contract: Progress Payments, Retainages, and Final Payment.

C. Section 01150: Measurement and Payment.

D. Section 01310: Project Scheduling Using CPM Network Analysis.

E. Section 01370: Schedule of Values.

F. Section 01720: Project Record Documents.

1.03 FORMAT AND DATA REQUIRED

A. Submit applications typed on forms provided by the OWNER.

B. Supporting Data

1. To receive approval for payment for materials stored but not incorporated in to the work, submit the following appended to the application for payment.

a. Copies of delivery tickets.

b. Copies of vendor invoices (which match delivery tickets) included with the application for payment in which the materials first appear.

c. Copies of paid vendor invoices from the previous application showing that Contractor has paid for stored materials. OWNER may deduct amounts from current Application for Payment where Contractor fails to provide proof of payment for stored materials claimed in previous applications.

d. Unless covered and included by a Change Order, the quantities of materials listed on the Bid Form represent the maximum payable for stored materials.

e. Updated copy of the Progress Schedule.

1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When the OWNER or the ENGINEER requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying:

1. Project Application number and data

01152-2

2. Detailed list of enclosures

3. For stored products:

a. Item number and identification as shown on application.

b. Description of specific material.

B. Submit one copy of data and cover letter for each copy of applications.

C. In addition, CONTRACTOR's up-to-date mark-up set of contract drawings, as specified in Section 01720, will be made available for review. If the mark-up set is not up-to-date, it will be considered cause for withholding payment.

1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Fill in Application form as specified for progress payments.

B. Use continuation sheet for presenting the final statement of accounting.

1.06 SUBMITTAL PROCEDURE

A. Submit Application for Payment to ENGINEER at the times stipulated in the

Contract.

B. Number: Seven copies of each application, all originally signed.

END OF SECTION 01152

01200-1

SECTION 01200

PROJECT MEETINGS

I. SCOPE

A. OWNER will schedule and administer a preconstruction conference, periodic project meetings, and any specially called meetings throughout the progress of the Work. OWNER or its representatives will:

1. Prepare and distribute Notification of meeting to attendees for meetings.

2. Prepare and distribute agenda with Notification.

3. Make physical arrangements for meetings.

4. Preside at meetings

5. Prepare and distribute minutes of pre-construction conference and specially called meetings.

B. Representatives of CONTRACTOR, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. Contractor shall prepare and distribute minutes of the periodic project meetings.

II. IMPLEMENTATION

A. Preconstruction Conference

1. The preconstruction conference will be scheduled by OWNER as outlined in the General Conditions.

2. Location: A central site, convenient for all parties, designated by OWNER.

3. Attendance (as applicable).

a. TOHO and ENGINEER representatives, and their professional consultants.

b. DESIGN ENGINEER representatives and their professional consultants.

c. Other agency representatives (City of St. Cloud, TOHO, County, etc).

d. CONTRACTOR'S representative and CONTRACTOR'S professional consultants.

e. Contractors and Suppliers

f. Others as appropriate

4. Suggested Agenda:

a. Introduction of Attendees

b. Explanation of each party's responsibilities.

c. Formal notification of any items in the Contract that are to be announced at this time (name of ENGINEER, etc.).

d. Other agency requirements (City of St. Cloud, FDEP, and Osceola

County).

e. Discussion of Construction Site

01200-2

i. Mobilization - CONTRACTOR'S office

ii. ENGINEER'S office

iii. Site access-storage and lay down areas

iv. Temporary Utilities

iv. Clean-up

f. Project Layout, Survey and Controls

g. Contract Data

i. Date of Notice to Proceed

ii. Date of Substantial Completion

iii. Date of Final Completion

iv. Liquidated damages

h. Submittals prior to Construction

i. Preliminary schedule

i. Schedule of Shop Drawing Submissions

ii. Schedule of Values

j. Permits

k. Hours of Work and Holidays

l. Correspondence - All correspondence will be addressed to the

Construction Manager with copy addressed to: TOHO PROJECT MANAGER as follows (may be…