100%_Specs_9-25-25.pdf

COLLIER COUNTY SUPPLEMENTAL TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

COLLIER COUNTY TABLE OF CONTENTS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 00020-1

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

Note: The following Technical Specifications shall be incorporated into the Contract Documents for the

Raw Water Booster Pump Station Improvements project. In addition to these Supplemental Technical

Specifications, the Collier County Utility Standards Manual shall apply to this project. Where a conflict exists between the two sets of specifications, the more stringent requirement shall apply.

DIVISION 01 – CONTRACT REQUIREMENTS

00300 BID SHEET

DIVISION 01 – GENERAL REQUIREMENTS

01010 SUMMARY OF WORK

01025 MEASUREMENT AND PAYMENT

01041 PROJECT COORDINATION

01050 FIELD ENGINEERING AND SURVEYING

01090 REFERENCE STANDARDS

01152 APPLICATION FOR PAYMENT

01200 PROJECT MEETINGS

01310 CONSTRUCTION SCHEDULES

01340 SHOP DRAWINGS

01370 SCHEDULE OF VALUES

01390 PRE-CONSTRUCTION AUDIO-VIDEO RECORD

01400 QUALITY CONTROL

01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

01505 MOBILIZATION

01530 PROTECTION OF EXISTING FACILITIES

01540 HURRICANE PREPAREDNESS

01550 SITE ACCESS AND STORAGE

01600 MATERIAL AND EQUIPMENT

01650 STARTING OF MECHANICAL SYSTEMS

01700 CONTRACT CLOSEOUT

01710 CLEANING

01720 PROJECT RECORD DOCUMENTS

01730 OPERATING AND MAINTENANCE DATA

01740 WARRANTIES AND BONDS

COLLIER COUNTY TABLE OF CONTENTS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 00020-2

DIVISION 02 – SITE CONSTRUCTION

02100 SITE PREPARATION

02140 DEWATERING

02150 TRENCH SAFETY

02200 EARTHWORK

02240 STABILIZED SUBGRADE

02269 TEMPORARY EROSION CONTROL

02574 ASPHALT PAVEMENT

02822 SOLID SODDING

DIVISION 03 – CONCRETE

03200 CONCRETE REINFORCING

03300 CAST IN PLACE CONCRETE

DIVISION 04 – NOT USED

DIVISION 05 – METALS

05140 STRUCTURAL ALUMINUM

05510 MISCELLANEOUS METAL

DIVISION 06-07 – NOT USED

DIVISION 08 – DOORS AND WINDOWS

08330 OVERHEAD COILING DOORS

DIVISION 09 – FINISHES

09800 PROTECTIVE COATINGS

09900 PAINTING

DIVISION 10 - 11 – NOT USED

DIVISION 12 – FURNISHINGS

12500 FURNITURE

DIVISION 13 – SPECIAL CONSTRUCTION

13340 (PEMB) METAL BUILDING SYSTEMS

13341 (PEMB) HIGH PERFORMANCE COATINGS

13342 (PEMB) BUILDING INSULATION

13410 BASIC INSTRUMENTATION REQUIREMENTS

13421 FLOW MEASUREMENT

13600 FIELD TESTING

COLLIER COUNTY TABLE OF CONTENTS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 00020-3

13800 POTABLE WATER SUPPLY WELLS

13801 DOMESTIC WATER FILTRATION EQUIPMENT

DIVISION 14 – NOT USED

DIVISION 15 – MECHANICAL

15000 MECHANICAL - GENERAL REQUIREMENTS

15041 DISINFECTION OF POTABLE WATER PIPING

15044 PRESSURE TESTING OF PIPING

15062 DUCTILE IRON PIPE AND FITTINGS

15070 SCHEDULE 80 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

15126 PIPE HANGERS AND SUPPORTS FOR PROCESS PIPING

15404 GENERAL - DUTY VALVES FOR PLUMBING PIPING

15406 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

15410 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

15425 PLUMBING PIPING

15430 FACILITY WATER DISTRIBUTION

15440 FACILITY SANITARY SEWERAGE

15472 ELECTRIC DOMESTIC WATER HEATERS

15505 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

15520 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

15530 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

15540 HVAC INSULATION

15575 REFRIGERANT PIPING

15761 DUCTLESS SPLIT-SYSTEM AIR-CONDITIONERS

15805 COATINGS FOR HVAC

15810 HVAC DUCTS AND CASINGS

15830 FANS

15855 AIR OUTLETS AND INLETS

15980 TESTING, ADJUSTING AND BALANCING

DIVISION 16 – ELECTRICAL

16050 BASIC ELECTRICAL REQUIREMENTS

16060 GROUNDING

16070 SUPPORTING DEVICES

16075 ELECTRICAL IDENTIFICATION

16120 WIRES AND CABLES

16130 RACEWAYS

16140 WIRING DEVICES

16270 TRANSFORMERS

16410 CIRCUIT AND MOTOR DISCONNNECTS

16440 PANELBOARDS

16510 LIGHTING FIXTURES

COLLIER COUNTY SUMMARY OF WORK

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01010-1

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Description of Work

B. CONTRACTOR's Use of Site

C. Work Sequence

D. COUNTY Occupancy

1.2 DESCRIPTION OF WORK

A. General:

The Work covered under this contract includes but is not limited to the following:

1. Conversion of a portion of the existing building for an office space for the Public

Utilities staff.

2. Expansion of the existing restroom to include a shower.

3. Drilling a potable water supply well.

4. Installation of a small scale (approximately 20 GPM) Reverse Osmosis system with odor control and chemical injection to supply potable water to the restroom. The proposed

RO system will connect to the proposed water supply well.

5. The Contractor shall locate, clean, and inspect the septic tank, distribution box, and leach field piping.

6. Demolition, removal, and replacement of the existing flow meter with a new meter.

The new meter and assembly (piping, fitting, and valves) will be furnished and installed by the Contractor.

7. Installation of a Pre-Engineered Metal Building (PEMB) semi-enclosed parking canopy over an existing concrete slab.

8. Miscellaneous mechanical, electrical, and plumbing improvements associated with the construction described above.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01010-2

B. The Work includes:

1. Furnishing of all labor, a portion of the materials, all superintendence, plant, power, light, heat, fuel, water, tools, appliances, equipment, supplies, services and other means of construction necessary or proper for performing and completing the

Work.

2. Sole responsibility for adequacy of plant and equipment.

3. Maintaining the Work area and site in a clean and acceptable manner.

4. Protection of finished and unfinished Work.

5. Repair and restoration of Work or existing facilities damaged during construction.

6. Furnishing as necessary proper equipment and machinery, of a sufficient capacity, to facilitate the Work and to handle all emergencies normally encountered in

Work of this character.

7. Furnishing, installing, and protecting all necessary guides, track rails, bearing plates, anchor and attachment bolts, and all other appurtenances needed for the installation of the devices included in the equipment specified. Make anchor bolts of appropriate size, strength and material for the purpose intended. Furnish substantial templates and shop drawings for installation.

Implied and Normally Required Work: It is the intent of these Specifications to provide the

COUNTY with complete operable systems, subsystems and other items of Work. Any part or item of Work, which is reasonably implied or normally required to make each installation satisfactorily and completely operable, is deemed to be included in the Work and the

Contract Amount. All miscellaneous appurtenances and other items of Work incidental to meeting the intent of these Specifications are included in the Work and the Contract Amount even though these appurtenances may not be specifically called for in these Specifications.

C. Quality of Work: Regard the apparent silence of the Contract Documents as to any detail, or the apparent omission from them of a detailed description concerning any Work to be done and materials to be furnished as meaning that only the best general practice is to prevail and that only materials and workmanship of the best quality are to be used. Interpretation of these specifications will be made upon this basis.

1.3 CONTRACTOR'S USE OF SITE

A. Limit use of site and premises for work and storage to allow for the following:

1. Coordination of the Work under this CONTRACT with the work of the other contractors where Work under this CONTRACT encroaches on the Work of other contractors.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01010-3

2. COUNTY occupancy and access to operate existing facilities.

3. Coordination of site use with ENGINEER.

4. Responsibility for protection and safekeeping of products under this CONTRACT.

5. Providing additional off-site storage at no additional cost to the COUNTY as needed.

1.4 WORK SEQUENCE

A. The Raw Water Booster Pump Station (RWBPS) timing for shutdown is critical. The contractor shall coordinate with the RWBPS operators as follows:

a. January through May the allowable time is 8 hours for a shutdown of the station

b. June through September the allowable time is 24 hours for a shutdown of the station

c. October through December the allowable time is 12 hours for a shutdown of the station

The Contractor must propose Construction Sequencing Plan for review and approval by the

County and Engineer.

B. The Contractor shall be fully responsible to provide all necessary materials, pumps (if necessary), piping, tools, etc. to accomplish the necessary bypass efforts.

Coordinate Work of all subcontractors.

1.5 COUNTY OCCUPANCY

A. The COUNTY will occupy premises during entire period of construction in order to maintain normal operations. Cooperate with the COUNTY's Manager or designee in all construction operations to minimize conflict, and to facilitate COUNTY usage.

B. Conduct operations with the least inconvenience to the general public.

1.6 PROTECTION OF EXISTING UTILITIES

A. In case of damage to existing utilities caused by construction activities, contact the owner of the utility or appropriate COUNTY department (Water or Wastewater) immediately. Repair any damage to existing utilities caused by construction activities in coordination with or as directed by the owner of the utility.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01010-4

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

A. Starting Work: Start Work within 10 days following the date stated in the Notice to Proceed and execute with such progress as may be required to prevent delay to other contractors or to the general completion of the project. Execute Work at such items and in or on such parts of the project, and with such forces, material and equipment, as to complete the Work in the time established by the Contract. At all times, schedule and direct the Work so that it provides an orderly progression to completion within the specified time for completion.

END OF SECTION

COLLIER COUNTY MEASUREMENT AND PAYMENT

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01025-1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1- GENERAL

1.01 DESCRIPTION

A. This section describes the method used to determine quantities of Work performed or materials supplied for which a price is given in the Bid. It establishes the basis upon which payment will be made for Payment Items.

B. Subject to the provisions in General Conditions, all Work and payment for the Work is represented by Payment Items and associated unit prices.

1.02 PAYMENT

A. Subject to all other contract requirements, the Contractor shall be paid for "as-built" quantities of Work for which a price is given in the bid.

B. Quantities on the Bid Form are for comparison in competitive bidding only and do not constitute the basis for payment or measurement of quantities.

C. Quantities on the Bid Form are estimated and may be increased or decreased without limit.

D. No separate payment will be made for one Payment Item as Work incidentally required to complete the Work of another.

E. Payment for Work performed shall be made in accordance with the unit prices in the

Bid. Retainage shall apply to all Contractor payments prior to final acceptance.

1.03 MEASUREMENT FOR PAYMENT

A. Methods of Measurement:

1. Measurements of lengths, widths, slope angles, and depths or elevations shall be made to determine "as-built" quantities of lengths, areas and volumes pertinent to Payment Items.

a. Unless otherwise specified, all lengths shall be horizontal distances.

b. Slope angles and elevations shall be measured using land surveying equipment.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01025-2

2. Graphic representations of measured quantities shall be drafted to scale using the Drawings where convenient and appropriate. Additional drawings shall be drafted if required.

a. Irregular shapes representing areas and volumes shall be measured using a compensating polar planimeter or a computer digitizer.

b. Regular shapes shall be scaled.

3. Use of Drawings:

a. Unless otherwise agreed upon between the Contractor and Owner, the

Drawings shall be used as the basis to establish existing grades and other existing topographic features.

B. Payment limits where Payment Lines are not shown on the Drawings:

1. Pipe Length: Measurement of pipe shall be made along the top of pipe, excluding valves, in place, taken as the laying length. Pipe length shall include fittings.

2. Except as specified otherwise, measurements of Payment Item quantities of weights, lengths, areas and volumes shall be made:

a. On "as-built" and in-place completed Work, during construction or at the time of Substantial Completion.

b. If no other feasible and practical methods of measurements are available, by delivery slips delivered to the Engineer.

3. Adjustments shall be made to eliminate overlaps in area and volume measurements.

1.04 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 below in 1.04 B and C, 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 the Bid Price of the Payment Item to which it is associated:

1. Trench excavation, sheeting, shoring and bracing.

2. De-watering, erosion and sedimentation control, and turbidity screening.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01025-3

3. Removal, replacement and restoration of culverts and storm sewer pipe crossings of driveways and roads.

4. Cleanup.

5. Testing, including all materials and equipment.

6. Maintenance of utility service.

7. Appurtenant work.

8. Record Drawings.

9. Field Office.

10. Saw cutting.

11. Coordination with other contractors.

12. Layout of the work.

13. Notifications to property owners of construction schedule and service interruptions.

14. Restoration and Sodding

15. Removal or breaking of rock

C. Measurement and Payment Items as listed in the Bid Schedule:

1. Mobilization/Demobilization (Bid Item No. 1)

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 preconstruction expense necessary for the state of the Work; the cost of field engineering, including permits and fees, construction schedules, construction photographs, project signs, shop drawings, temporary facilities, lay down storage area, construction aids, work associated with Contractor support during

Owner testing, reviews and inspection, re-inspection and any rework resulting from same, cleaning, erosion and sediment control, surveyed project as-built documents, operating and maintenance data. The Contractor shall submit invoices substantiating the cost of mobilization with each pay request. Payment for mobilization / demobilization shall be as follows: 75% shall be paid at the time of first invoice after the Contractor has mobilized to the site and established field operations. The remaining 25% shall be paid at the completion of the project when the contractor has properly demobilized, cleaned the site, and completed all restoration.

2. General Requirements (Insurance, Bonds, Permits) (Bid Item No. 2)

a. Measurement of various items for General Requirements will not be made for payment and all items shall be included in the appropriate lump sum prices throughout the bid schedule.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01025-4

b. Payment for General Requirements shall include Insurance requirements costs, the costs of all bonds, and all administrative costs associated with acquiring and maintaining the necessary coverage as described in the Contract Documents, and the cost of obtaining any permits as required for construction.

3. Flow Meter and Piping Replacement including Bypass Pumping and Demolition

(Including Electrical) (Bid Item No. 3)

a. Measurement for various items covered under Flow Meter and Piping

Replacement including Bypass Pumping and Demolition (Including

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

b. Payment for Flow Meter and Piping Replacement including Bypass

Pumping and Demolition will be made at the Contract lump sum price for each item, which shall be full compensation for all labor, materials, equipment services, testing, and other necessary work as specified in the Drawings and Specifications. This includes demolition and removal of existing process piping, abandonment of yard piping, removal and disposal of meter vault and piping, demolition of concrete trench walls and pipe penetrations, and all other required items including all electrical work. Additionally, payment covers temporary piping and electrical work to maintain pumping operations. It also includes above ground piping, proposed valves, flow meter, fittings, pipe supports, formwork, cast-in-place concrete, paints and coatings, disinfection and pressure testing, as well as buried pipe and fittings, valves, restraining devices, labels, and all testing. Payment will be based on the percentage of work completed during the pay period, rounded to the nearest 10%, and the cumulative total shall not exceed the Lump Sum Bid Pay Item amount.

4. Wastewater Subsurface Disposal System Cleaning and Inspection

(Bid Item No. 4)

a. Measurement for various items covered under Wastewater Subsurface

Disposal System Cleaning and Inspection will not be made for payment, and all items shall be included in the lump sum price.

b. Payment for Wastewater Subsurface Disposal System Cleaning and

Inspection will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, tools, and equipment services required. This includes but is not limited to: locating, cleaning, and inspection of all components, pumping out septic tank, inspection report, confirming the ability of the septic tank to accommodate the proposed improvements to the

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01025-5

restroom and all other items shown on the Drawings and specified herein. Payment will be based on percentage of work completed during pay period at time of pay application to the nearest 10% complete. The cumulative total shall not exceed the Lump Sum Bid Pay Item amount.

5. Potable Well, 1" HDPE Water Main, Valves, and Reverse Osmosis (RO) System

(Including Electrical) (Bid Item No. 5)

a. Measurement for various items covered under Potable Well, 1" HDPE

Water Main, Valves, and Reverse Osmosis (RO) System (Including

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

b. Payment for Potable Well, 1" HDPE Water Main, Valves, and Reverse

Osmosis (RO) System will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, tools, and equipment services required. This includes but is not limited to: drilling potable well, installing 1” HDPE water main and connecting from well to RO system, installing valves, installing RO system, connecting them to the existing restroom and all other items including all electrical work shown on the Drawings and specified herein.

Payment will be based on percentage of work completed during pay period at time of pay application to the nearest 10% complete. The cumulative total shall not exceed the Lump Sum Bid Pay Item amount.

6. Pre-Engineered Metal Building (PEMB) for Parking Canopy (Including

Mechanical and Electrical) (Bid Item No. 6)

a. Measurement for various items covered under Pre-Engineered Metal

Building (PEMB) for Parking Canopy (Including Mechanical and Electrical) will not be made for payment, and all items shall be included in the lump sum price.

b. Payment for Pre-Engineered Metal Building (PEMB) for Parking Canopy

(Including Mechanical and Electrical) shall be made at the Contract lump sum price, which price and payment shall be full compensation for all labor, all materials, tools, and equipment services required. This includes but is not limited to: construction of the Pre-Engineered Metal

Building and all other items necessary to complete the Pre-Engineered

Metal Building including all mechanical and electrical work shown on the

Drawings and specified herein. Payment will be based on percentage of work complete during the pay period at time of pay application to the nearest 10% complete. The cumulative total shall not exceed the Lump

Sum Bid Pay Item amount.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01025-6

7. Office Space Improvements (Including Mechanical and Electrical) (Bid

Item No. 7)

a. Measurement for various items covered under Office Space

Improvements (Including Mechanical and Electrical) will not be made for payment, and all items shall be included in the lump sum price.

b. Payment for Office Improvements will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, select materials, all tools, and equipment as shown on the Drawings and specified herein. This includes but is not limited to: installing desks, electrical, mechanical and all other items to complete the office improvements. Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete. The cumulative total shall not exceed the Lump Sum Bid Pay Item amount.

8. Restroom Improvements (Including Mechanical, Electrical, and Plumbing) (Bid

Item No. 8)

a. Measurement for various items covered under Restroom Improvements

(Including Mechanical, Electrical, and Plumbing) will not be made for payment, and all items shall be included in the lump sum price.

b. Payment for Restroom Improvements will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, select materials, all tools, and equipment as shown on the Drawings and specified herein. This includes but is not limited to: installing shower, water heater, mechanical, electrical, plumbing and all other items to complete the bathroom improvements.

Payment will be based on percentage of work completed during the pay period at time of pay application to the nearest 10% complete. The cumulative total shall not exceed the Lump Sum Bid Pay Item amount.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

COLLIER COUNTY PROJECT COORDINATION

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01041-1

SECTION 01041

PROJECT COORDINATION

PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. The Contractor shall:

1. Coordinate work of his own employees and subcontractors.

2. Expedite his work to assure compliance with schedules.

3. Comply with orders and instructions of Engineer.

4. Provide 24 hour/7 days a week contact information for the project superintendent, who shall be no more than 30 minutes from the project site during the duration of the project (that is a 30 minute response time). Additionally, the project superintendent shall have the equipment/manpower available (with a 30 minute response time) to respond to all problems which may occur at the site from the start of work to approval of the work.

5. Once work begins, the Contractor shall continually work on the project until it is complete and shall not de-mobilize from the site or stop work for excessive periods of time.

1.02 RELATED REQUIREMENTS

A. Section 01010: Summary of Work.

B. Section 01152: Application for Payment.

C. Section 01200: Project Meetings.

D. Section 01310: Construction Schedules.

E. Section 01340: Shop Drawings, Product Data and Samples.

F. Section 01500: Construction Facilities and Temporary Controls.

G. Section 01700: Contract Closeout.

1.03 CONSTRUCTION ORGANIZATION AND START-UP

A. Engineer shall establish on-site lines of authority and communications:

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01041-2

1. Schedule and conduct preconstruction meeting and progress meetings as specified in

Section 01200.

2. Establish procedures for:

a. Submittals.

b. Reports and records.

c. Recommendations.

d. Coordination of drawings.

e. Schedules.

f. Resolution of conflicts.

3. Interpret Contract Documents:

a. Transmit written interpretations to Contractor, and to other concerned parties.

4. Assist in obtaining permits and approvals:

a. Verify that contractor and subcontractors have obtained inspections for Work and for temporary facilities.

5. Control the use of Site:

a. Allocate space for Contractor's use for field offices, sheds, and work and storage areas.

6. Review and Testing:

a. Review work for general performance in accord with requirements of Contract

Documents.

b. Administer special testing and inspections of suspect Work.

c. Reject Work which does not comply with requirements of Contract Documents.

1.04 CONTRACTOR'S DUTIES

A. Construction Schedules:

1. Prepare a detailed schedule of basic operations prior to beginning work for the review and approval of the Engineer.

2. Monitor schedules as work progresses:

a. Identify potential variances between scheduled and probable completion dates for each phase.

b. Recommend to Owner adjustments in schedule to meet required completion dates.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01041-3

c. Document changes in schedule; submit to Owner, Engineer and to involved subcontractors.

3. Observe work of each subcontractor to monitor compliance with schedule.

a. Verify that labor and equipment are adequate for the work and the schedule.

b. Verify that product procurement schedules are adequate.

c. Verify that product deliveries are adequate to maintain schedule.

d. Report noncompliance to Engineer, with recommendation for changes.

B. Process Shop Drawings, Product Data and Samples:

1. Prior to submittal to Engineer, review for compliance with Contract Documents:

a. Field dimensions and clearance dimensions.

b. Relation to available space.

c. Effect of any changes on the work of any subcontractor.

C. Review Drawings prepared by subcontractors:

1. Prior to submittal to Engineer, review for compliance with Contract Documents.

D. Prepare Coordination Drawings as required to resolve conflicts and to assure coordination of the work of, or affected by, mechanical and electrical trades, or by special equipment requirements.

1. Submit to Engineer.

2. Reproduce and distribute copies to concerned parties after Engineer review.

E. Maintain Reports and Records at Job Site, available to Engineer and Owner.

1. Daily log of progress of work.

2. Records:

a. Contracts.

b. Purchase orders.

c. Materials and equipment records.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01041-4

d. Applicable handbooks, codes and standards.

F. Maintain file of record documents

1.05 CONTRACTOR'S CLOSE-OUT DUTIES

A. Mechanical and Electrical equipment start-up:

1. Coordinate check-out of utilities, operational systems and equipment.

2. Organize initial start-up and testing.

3. Record dates of start of operation of systems and equipment.

4. Submit to Owner written notice of beginning of warranty period for equipment put into service.

B. At completion of Work, conduct an inspection to assure that:

1. Specified cleaning has been accomplished.

2. Temporary facilities have been removed from site.

C. Substantial Completion:

1. Conduct an inspection to develop a list of Work to be completed or corrected.

2. Assist Engineer in inspection.

3. Supervise correction and completion of work of subcontractors.

1.06 ENGINEER'S CLOSE-OUT DUTIES

A. Final Completion:

1. When Contractor determines that Work is finally complete, conduct an inspection to verify completion of Work.

B. Administration of Contract closeout:

1. Receive and review contractor's final submittals.

2. Transmit to Owner with recommendations for action.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01041-5

COLLIER COUNTY FIELD ENGINEERING

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01050-1

SECTION 01050

FIELD ENGINEERING AND SURVEYING

PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. Provide and pay for field engineering services required for Project.

1. Survey work required in execution of Project.

2. Civil, structural or other professional engineering services specified, or required to execute Contractor's construction methods.

B. Owner's Representative will identify existing control points indicated on the Drawings, as required.

1.02 RELATED REQUIREMENTS

A. General Conditions.

B. Section 01010: Summary of Work.

C. Section 01700: Contract Closeout.

1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER

A. Qualified engineer or land surveyor, registered in the State of Florida and acceptable to

Owner.

1.04 SURVEY REFERENCE POINTS

A. Establish basic horizontal and vertical control points for the Project prior to starting work.

B. Locate and protect control points prior to starting site work, and preserve all permanent reference points during construction.

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

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

3. Require Surveyor to replace project control points which may be lost or destroyed.

a. Establish replacements based on original survey control.

1.05 PROJECT SURVEY REQUIREMENTS

COLLIER COUNTY FIELD ENGINEERING

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01050-2

A. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means:

1. Site improvements

a. Stakes for grading, fill and topsoil placement.

b. Utility slopes and invert elevations.

2. Batter boards for structures.

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

B. From time to time, verify layouts by same methods.

C. Locate and mark all known underground utilities prior to entrance of any equipment on the site. All such utilities shall be protected from heavy traffic. Establish and maintain barricades around all manholes, drains, and similar underground items. Immediately notify the Owner of any conflict between operations and any in ground item to remain.

1.06 RECORDS

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

B. At the end of the project, submit a certified site survey at 1 inch equals 30 feet scale on reproducible tracing sheets 24 inches by 36 inches. Survey shall include: all topographic features, slab and asphalt elevations at least every 100 feet, and top of all buried pipe and conduit at least every 50 feet, and at all changes in vertical or horizontal direction, locations of all valves, casings, air release valves, and all other components installed.

1.07 SUBMITTALS

A. Submit name and address of Registered Surveyor to Engineer.

B. On request of Engineer, submit documentation to verify accuracy of field engineering work.

COLLIER COUNTY REFERENCE STANDARDS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01090-1

SECTION 01090

REFERENCE STANDARDS

PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. Abbreviation and acronyms used in Contract Documents to identify reference standards.

1.02 QUALITY ASSURANCE

A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the

Contract Documents, or applicable codes establish stricter standards.

B. Publication Date: The publication in effect on the date of issue of Contract Documents, except when a specific publication date is specified.

1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS

A. Obtain copies of referenced standards direct from publication source, when needed for proper performance of Work, or when required for submittal by Contract Documents.

AA Aluminum Association

818 Connecticut Avenue, N.W.

Washington, DC 20006

AABC Associated Air Balance Council

1000 Vermont Avenue, N.W.

Washington, DC 20005

AASHTO American Association of State Highway & Transportation Officials

444 North Capitol Street, N.W.

Washington, DC 20001

ACI American Concrete Institute

Box 19150

Redford Station

Detroit, MI 48219

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01090-2

ADC Air Diffusion Council

435 North Michigan Avenue

Chicago, IL 60611

AI Asphalt Institute

Asphalt Institute Building

College Park, MD 20740

AISC American Institute of Steel Construction

1221 Avenue of the Americas

New York, NY 10020

AISI American Iron and Steel Institute

1000 16th Street, N.W.

Washington, DC 20036

AMCA Air Movement and Control Association

30 West University Drive

Arlington Heights, IL 60004

ANSI American National Standards Institute

1430 Broadway

New York, NY 10018

ARI Air-Conditioning and Refrigeration Institute

1815 North Fort Myer Drive

Arlington, VA 22209

ASHRAE American Society of Heating, Refrigeration & Conditioning Engineers

345 East 47th Street

New York, NY 10017

ASME American Society of Mechanical Engineers

345 East 47th Street

New York, NY 10017

ASPA American Sod Producers Association

Association Building

Ninth and Minnesota

Hastings, NE 68901

ASTM American Society of Testing & Materials

1916 Race Street

Philadelphia, PA 19103

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01090-3

AWWA American Water Works Association

6666 W. Quincy Avenue

Denver, CO 80235

AWI Architectural Woodwork Institute

2310 South Walter Reed Drive

Arlington, VA 22206

AWPA American Wood-Preserver's Association

7735 Old Georgetown Road

Bethesda, MD 20014

AWS American Welding Society

2501 NW 7th Street

Miami, FL 33125

CDA Cooper Development Association

57th Floor, Chrysler Building

405 Lexington Avenue

New York, NY 10017

CLFMI Chain Link Fence Manufacturers Institute

1101 Connecticut Avenue

Washington, DC 20036

CRSI Concrete Reinforcing Steel Institute

180 North LaSalle Street, Suite 2110

Chicago, IL 60601

MF Factory Mutual System

1151 Boston-Providence Turnpike

Norwood, MA 02062

FS Federal Specification

General Services Administration

Specifications and Consumer Information

Distribution Section (WFSIS)

Washington Navy Yard, Bldg. 197

Washington, DC 20407

GA Gypsum Association

1603 Orrington Avenue

Evanston, IL 60201

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01090-4

MIL Military Specification

Naval Publications and Forms Center

5801 Tabor Avenue

MLSFA Metal Lath/Steel Framing Association

221 North LaSalle Street

Chicago, IL 60601

NAAMM National Association of Architectural Metal Manufacturers

221 North LaSalle Street

Chicago, IL 60601

NEBB National Environmental Balancing Bureau

8224 Old courthouse Road

Vienna, VA 22180

NEMA National Electrical Manufacturer's Association

2101 L Street, N.W.

Washington, DC 20037

NFPA National Fire Protection Association

1619 Massachusetts Avenue, N.W.

Washington, DC 20036

NTMA National Terrazzo and Mosaic Association

3166 Des Plains Avenue

Des Plains, IL 60018

PCA Portland Cement Association

5420 Old Orchard Road

Skokie, IL 20076

PCI Prestressed Concrete Institute

20 North Wacker Drive

Chicago, IL 60606

PS Product Standard

U.S. Department of Commerce

Washington, DC 20203

RCSHSB Red Cedar Shingle & Handsplit Shake Bureau

515 116th Avenue

Bellevue, WA 98004

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01090-5

SDI Steel Deck Institute

Box 3812

St. Louis, MO 63122

SDI Steel Door Institute

712 Lakewood Center North

Cleveland, OH 44107

SIGMA Sealed Insulating Glass Manufacturers Association

111 East Wacker Drive

Chicago, IL 60601

SJI Steel Joist Institute

1703 Parham Road, Suite 204

Richmond, VA 23229

SMACNA Sheet Metal and Air Conditioning Contractors' National Association

8224 Old Court House Road

Vienna, VA 22180

TAS Technical Aid Series

Construction Specifications Institute

1150 Seventeenth Street, NW

Washington, DC 20036

TCA Tile Council of America, Inc.

Box 326

Princeton, NJ 08540

UL Underwriter's Laboratories, Inc.

333 Pfingston Road

Northbrook, IL 60062

PART 2 – PRODUCTS (NOT USED)

COLLIER COUNTY APPLICATION FOR PAYMENT

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01152-1

SECTION 01152

APPLICATION FOR PAYMENT

PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. Submit Applications for Payment to Engineer in accordance with the schedule established by

Conditions of the Contract and herein.

1.02 RELATED REQUIREMENTS

A. Agreement between Owner and Contractor.

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

C. Section 01370: Schedule of Values.

D. Section 01700: Contract Closeout.

1.03 FORMAT AND DATA REQUIRED

A. Submit applications in the form required by Owner, in accordance with the example which will be provided by the Engineer, with itemized data typed on 8-1/2-inch x

11-inch white paper continuation sheets.

B. Provide itemized data on continuation sheet:

1. Format, schedules, line items and values: Those of the Schedule of Values accepted by

Engineer.

1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Application Form:

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

2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets.

3. Execute certification with signature of a responsible officer of Contract firm.

B. Continuation Sheets:

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

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01152-2

2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored.

a. Round off values to nearest dollar, or as specified for Schedule of Values.

3. List each Change Order executed prior to date of submission at the end of the continuation sheets.

a. List by Change Order Number, and description, as for an original component item of work.

1.05 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

2. Application number and date.

3. Detailed list of enclosures.

4. For stored products:

a. Item number and identification as shown on application.

b. Description of specific material.

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

1.06 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 as specified in

Section 01700-Contract Closeout.

1.07 SUBMITTAL PROCEDURE

A. Submit Applications for Payment to Engineer at the times stipulated.

B. Number: 1 electronic copy of each Application.

C. When Engineer finds Application properly completed and correct, he will transmit certificate for payment to Owner (the Clerk of Courts), with copy to Contractor.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01152-3

COLLIER COUNTY PROJECT MEETINGS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01200-1

SECTION 01200

PROJECT MEETINGS

PART 1 - GENERAL

1.01 DESCRIPTION

A. Scope of Work:

1. The Contractor shall cooperate and coordinate with the Engineer to schedule and administer the preconstruction meeting, periodic progress meetings, and specifically called meetings throughout the progress of the Work. The Engineer shall:

a. Prepare agenda for meetings.

b. Make physical arrangements for meetings.

c. Preside at meetings.

d. Take and distribute meeting minutes.

2. Representatives of Contractor, subcontractors, and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents.

3. The Owner shall attend meetings to ascertain that the Work is expedited consistent with Contract Documents and construction schedules.

4. Copies of the minutes of each progress meeting shall be distributed, by the

Contractor, to the attendants within two business days after the meeting.

B. Related Requirements Described Elsewhere:

1. Construction Progress Schedules: Section 01310.

2. Shop Drawings, Working Drawings, and Samples: Section 01340.

3. Project Record Documents: Section 01720.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01200-2

1.02 PRECONSTRUCTION MEETING

A. Engineer will schedule a preconstruction meeting no later than ten (10) days after date of Notice to Proceed. The meeting shall be scheduled at the convenience of all parties.

B. Location: A local site, convenient for all parties, designated by the Engineer.

C. Attendance:

1. Owner's representative.

2. Engineer and his professional consultants.

3. Resident project representative.

4. Contractor and his superintendent.

5. Major subcontractors.

6. Representatives of major suppliers and manufacturers as appropriate.

7. Governmental representatives as appropriate.

8. Others as requested by the Contractor, Owner, and Engineer.

D. The Engineer shall preside at the preconstruction meeting. The Engineer shall provide for keeping minutes and distribution of minutes to the Owner, Contractor and attendants. The purpose of the preconstruction meeting is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established.

E. The suggested agenda for the preconstruction meeting would include the following:

1. Distribution and discussion of:

a. List of major subcontractors and suppliers.

b. Projected schedules.

c. Schedule of Values.

2. Critical work sequencing: Relationships and coordination with other contracts and/or work.

3. Major equipment deliveries and priorities.

4. Project coordination: Designation and responsible personnel.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01200-3

5. Procedures and processing of:

a. Field decisions.

b. Proposal requests.

c. Request for Information.

d. Submittals.

d. Change Orders.

f. Applications for Payment.

6. Submittal of Shop Drawings, project data and samples.

7. Adequacy of distribution of Contract Documents.

8. Procedures for maintaining Record Documents

9. Use of premises:

a. Office, work, and storage areas.

b. Owner's requirements.

c. Access and traffic control.

10. Construction facilities, controls, and construction aids.

11. Temporary utilities.

12. Safety and first aid procedures.

13. Check of required Bond and Insurance certifications.

14. Completion time for contract and liquidated damages.

15. Request for extension of Contract Time.

16. Procedures for periodic monthly (or whatever interval is deemed appropriate or necessary, however, a minimum of monthly meetings will be required) progress meetings, for all involved.

17. Security procedures.

18. Procedures for making partial payments.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01200-4

19. Guarantees on completed work.

20. Equipment to be used.

21. Project layout and staking of work.

22. Project inspection.

23. Labor requirements.

24. Laboratory testing of material requirements.

25. Provisions for material stored on site and monthly inventory of materials stored.

26. Requirements of other organizations such as utilities, railroads, highway departments, building departments.

27. Rights-of-way and easements.

28. Housekeeping procedures.

29. Liquidated damages.

30. Posting of signs and installation of Project Sign.

31. Pay request submittal dates.

32. Equal opportunity requirements.

1.03 PROGRESS MEETINGS

A. The Engineer shall schedule regular periodic meetings. The progress meetings will be held a minimum of once per week and at other times as required by the progress of the

Work. The first meeting shall be held within thirty (30) days after the preconstruction meeting or thirty (30) days or less after the date of Notice to Proceed, but with in 1 week of the commencement of construction.

B. Hold called meetings as required by progress of the Work.

C. Location of the meetings: To be determined by Owner/Engineer.

D. Attendance:

1. Engineer and his professional Subconsultants as needed.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01200-5

2. Resident Project Representative.

3. Contractor and his Superintendent.

4. Owner's representatives.

5. Subcontractors (active on the site, as appropriate to the agenda).

6. Others as appropriate to the agenda (suppliers, manufacturers, other subcontractors, etc.).

E. The Contractor shall preside at the meetings and provide for keeping minutes and distribution of the minutes to the Owner, Engineer, and others. The purpose of the meetings will be to review the progress of the Work.

F. The suggested agenda for the progress meetings will include but not be limited to the following:

1. Review approval of minutes of previous meeting.

2. Review of Work progress since previous meeting and Work scheduled (3-week look ahead schedule).

3. Field observations, problems, conflicts.

4. Problems which impede construction schedule.

5. Review of off-site fabrication, delivery schedules.

6. Corrective measures and procedures to regain projected schedule.

7. Status of approved Construction Schedule and revisions to the Construction

Schedule as appropriate.

8. Progress schedule during succeeding work period.

9. Coordination of schedules.

10. Review status of submittals and submittal schedule, expedite as required.

11. Maintenance of quality standards.

12. Pending changes and substitutions.

13. Shop drawing problems.

14. Review proposed changes for:

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01200-6

a. Effect on Construction Schedule and on completion date.

b. Effect on other contracts of the Project.

15. Critical/long lead items.

16. Other business.

G. The Contractor is to attend progress meetings and is to study previous meeting minutes and current agenda items, and be prepared to discuss pertinent topics and provide specific information including but not limited to:

1. Status of all submittals and what specifically is being done to expedite them.

2. Status of all activities behind schedule and what specifically will be done to regain the schedule.

3. Status of all material deliveries, latest contact with equipment manufacturer, and specific actions taken to expedite materials.

4. Status of open deficiencies and what is being done to correct the same.

H. The Contractor is to provide a current submittal log at each progress meeting in accordance with Section 01340: Shop Drawings, Working Drawings, and Samples.

PART 2- PRODUCTS (NOT USED)

COLLIER COUNTY CONSTRUCTION SCHEDULES

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01310-1

SECTION 01310

CONSTRUCTION SCHEDULES

PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. Promptly after award of the Contract, prepare and submit to Engineer estimated construction progress schedules for the Work, with subschedules of related activities which are essential to it progress.

B. Submit revised progress schedules to maintain proposed schedule within 30 days of work in place.

1.02 RELATED REQUIREMENTS

A. Section 01010: Summary of Work.

B. Section 01041: Project Coordination.

C. Section 01200: Project Meetings.

D. Section 01340: Shop Drawings, Product Data and Samples.

1.03 FORM OF SCHEDULES

A. Prepare schedules in the form of:

1. Gant Chart.

2. Network Analysis System.

3. Other Method Accepted by Engineer.

B. Format of Listings: The chronological order of the start of each item of work.

1.04 CONTENT OF SCHEDULES

A. Construction Progress Schedule:

1. Show the complete sequence of construction by activity.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01310-2

2. Show the dates for the beginning, and completion of each major element of construction. Specifically list:

a. Site work.

b. Site utilities.

c. Demolition.

d. Structural work.

e. Subcontractor work.

f. Equipment installations.

g. Operating and Maintenance Data.

h. Start-up.

B. Submittals, Schedule for Shop Drawings, Product Data and Samples. Show:

1. The dates for Contractor's submittals.

2. The dates reviewed submittals will be required from the Engineer.

3. Provide subschedules to define critical portions of prime schedules.

1.05 PROGRESS REVISIONS

A. Indicate progress of each activity to date of submission.

B. Show changes occurring since previous submission of schedule:

1. Major change in scope.

2. Activities modified since previous submission.

3. Revised projections of progress and completion.

4. Other identifiable changes.

C. Provide a narrative report as needed to define:

1. Problem areas, anticipated delays, and the impact on the schedule.

2. Corrective action recommended, and its effect.

3. The effect of changes on schedules of other prime contractors.

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01310-3

1.06 SUBMISSIONS

A. Submit initial schedules within 10 days after the effective date of the Agreement.

1. Engineer will review schedules and return review copy within 10 days after receipt.

2. If required, resubmit within seven days after return of review copy.

B. With each application for payment, submit progress schedule if revised since last payment request.

1.07 DISTRIBUTION

A. Distribute copies of the reviewed schedules to:

1. Engineer – Two (2) copies

2. Owner – Two (2) copies

3. Job site file.

4. Subcontractors.

5. Other concerned parties.

B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules.

C.

PART 2 – PRODUCTS (NOT USED)

COLLIER COUNTY SHOP DRAWINGS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS 01340-1

SECTION 01340

SHOP DRAWINGS

PART 1 - GENERAL

1.01 DESCRIPTION

A. Scope of Work:

1. The Contractor shall submit to the Engineer for review and approval, such Shop

Drawings, Test Reports and Product Data on materials and equipment (hereinafter in this Section called Data), and material samples (hereinafter in this Section called

Samples) as are required for the proper control of work, including but not limited to those Shop Drawings, Data and Samples for materials and equipment specified elsewhere in the Specifications and in the Contract Drawings.

2. Within fourteen (14) calendar days after the Notice to Proceed date, the Contractor shall submit to the Engineer a complete list of preliminary Data on items for which Shop

Drawings are to be submitted. Included in this list shall be the names of all proposed manufacturers furnishing specified items. Review of this list by the Engineer shall in no way expressed or implied relieve the Contractor from submitting complete Shop

Drawings and providing materials, equipment, etc., fully in accordance with the

Specifications. This procedure is required in order to expedite final review of Shop

Drawings. The Contractor shall include Shop Drawing review time on the Project schedule (see section 01310).

3. The Contractor is to maintain an accurate updated submittal log and will bring this log to each scheduled progress meeting with the Owner and the Engineer. This log should include the following items:

a. Submittal-Description and Number assigned.

b. Date to Engineer.

c. Date returned to Contractor.

d. Status of Submittal (Approved as Noted,…