Collier County Public Utilities TECHNICAL SPECIFICATIONS

ISSUED FOR BID

GOODLAND PUMP STATION

IMPROVEMENTS

Supplemental Technical Specifications – Bid Set

PREPARED BY

COLLIER COUNTY

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

00020-1

Note: The following technical specifications shall be incorporated into the Contract Documents for the Goodland Pump Station. In addition to these supplemental technical specifications, the Collier County Utility Standards Manual shall apply to this project.

DIVISION 1 – GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 29 00 01 29 73

MEASUREMENT AND PAYMENT

SCHEDULE OF VALUES

01 32 16 CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SHOP DRAWINGS, WORKING DRAWINGS, AND SAMPLES

01 42 00 01 45 00

REFERENCES

QUALITY CONTROL

01 50 00 MOBILIZATION

01 50 43 01 55 26 01 57 13

HURRICANE PREPAREDNESS

TRAFFIC REGULATION AND PUBLIC SAFETY

TEMPORARY EROSION AND SEDIMENTATION CONTROL

01 61 00 MATERIAL AND EQUIPMENT

01 74 00 01 77 00

CLEANING

CONTRACT CLOSEOUT

01 78 39 PROJECT RECORD DOCUMENTS

01 78 36 WARRANTIES AND BONDS

DIVISION 2 - EXISTING CONDITIONS

DIVISION 3 - CONCRETE

031100 CONCRETE FORMWORK

032000 CONCRETE REINFORCEMENT

033000 CONCRETE

033500 CONCRETE FINISHING AND CURING

DIVISION 4 – MASONRY

042000 UNIT MASONRY

020500 CONNECTIONS TO EXISTING SYSTEMS

022100 LINES AND GRADES

022200 PRE-CONSTRUCTION AUDIO-VIDEO RECORDING

022501 LEAKAGE TESTS

024100 DEMOLITION

025400 DISINFECTION

00020-2

DIVISION 5 – METALS

050520 BOLTS, WASHERS, ANCHORS, AND EYEBOLTS

055100 LADDERS, STAIRS, AND STAIR NOSINGS

055200 HANDRAILS AND SAFETY CHAINS

055300 GRATING

DIVISION 8 - OPENINGS

087100 DOOR HARDWARE

DIVISION 9 - FINISHES

099000 HIGH PERFORMANCE PAINTS AND COATINGS

DIVISION 23 – MECHANICAL

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

231113 FACILITY FUEL – OIL PIPING

232300 REFRIGERANT PIPING

233400 HVAC FANS

233700 AIR OUTLETS AND INLETS

238119 SELF-CONTAINED AIR-CONDITIONERS

238126 SPLIT-SYSTEM AIR-CONDITIONERS

DIVISION 26 – ELECTRICAL

260510 GENERAL EQUIPMENT STIPULATIONS

260511 BASIC ELECTRICAL REQUIREMENTS

260513 WIRES AND CABLES

260526 GROUNDING

260529 SUPPORTING DEVICES

260533 RACEWAYS

260535 CABINETS, BOXES, AND FITTINGS

260553 ELECTRICAL IDENTIFICATION

260573 SHORT-CIRCUIT STUDIES

260574 COORDINATION STUDIES

260575 ARC-FLASH HAZARD ANALYSIS

262200 MOTORS

262213 TRANSFORMERS

262416 PANELBOARDS

262726 WIRING DEVICES

262811 CIRCUIT BREAKERS AND FUSIBLE SWITCHES – LOW VOLTAGE

262813 CIRCUIT AND MOTOR DISCONNECTS

262923 VARIABLE FREQUENCY DRIVE UNIT

263213 STANDBY DIESEL GENERATOR SETS

263600 AUTOMATIC TRANSFER SWITCHES

263613 SAFETY SWITCHES AND DISCONNECTS

264113 LIGHTING PROTECTION

264313 SURGE PROTECTION DEVICES

265119 LIGHTING FIXTURES

00020-3

DIVISION 31 - EARTHWORK

312316 EXCAVATION – EARTH AND ROCK

312319 GROUNDWATER CONTROL FOR OPEN CUT EXCAVATION

312323 BACKFILLING

314000 SHORING, SHEETING AND BRACING

DIVISION 32 - EXTERIOR IMPROVEMENT

320117 PAVEMENT REPAIR AND RESTORATION

321300 SIDEWALKS, DRIVEWAYS AND CURBS

323113 CHAIN LINK FENCING AND GATES

329200 RESTORATION BY SODDING OR SEEDING

DIVISION 33 - UTILITIES

330503 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

330504 DUCTILE IRON PIPE (DIP) AND FITTINGS

330518 LAYING AND JOINTING BURIED PIPELINES

330520 PIPE REMOVAL AND ABANDONMENT

331200 WATER VALVES AND APPURTENANCES

331632 PRESTRESSED CONCRETE STORAGE TANK

335103 BUTTERFLY VALVES

DIVISION 40 – PROCESS INTEGRATION

400519 ELECTRONIC CONTROL VALVES

406113 BASIC INSTRUMENTATION REQUIREMENTS

406120 CONTROL PANELS

406123 PROGRAMMABLE LOGIC CONTROLLERS

406166 SOFTWARE SERVICES

406350 FIELD TESTING

406700 I/O TABLE

406710 FIELD INSTRUMENTATION SCHEDULE

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING EQUIPMENT

432113 VERTICAL TURBINE PUMPS

432119 SUBMERSIDBLE VERTICAL TURBINE PUMPS

DIVISION 43 – WATER AND WASTEWATER EQUIPMENT

461500

CHEMICAL FEED SYSTEM PIPING

461516 CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE AND FITTINGS

461523 DOUBLE WALL CONTAINMENT PIPING

463300 463323 463353

CHEMICAL FEED SYSTEMS

IN-LINE STATIC MIXERS

CHEMICAL METERING PUMPS

00020-4

APPENDIX A – GEOTECHNICAL REPORT

APPENDIX B – COLLIER COUNTY SCADA STANDARDS

SUMMARY OF WORK

01 10 00-1

SECTION 01 10 00

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. Replacement of the existing turbine pumps and associated piping.

2. Replacement of existing chemical storage and feed systems.

3. Installation of a new caustic storage and feed system.

4. Demolition and removal of the existing aluminum platform and stairs.

5. Installation of a new generator pad and access stairs.

6. Relocation of the existing generator and fuel tank.

7. Improvement of the existing recirculation piping system.

8. Removal and replacement of chain-link fencing and gates.

9. Structural improvements to the existing pump building.

10. Site improvements, including grading, drainage, and paving as required.

11. Installation of new mechanical, electrical, and instrumentation systems as necessary.

12. Modifications to existing utilities and connections to accommodate new infrastructure.

13. Compliance with all applicable codes, standards, and permitting requirements throughout construction.

B. The Work includes:

1. Furnishing of all labor, material, 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.

01 10 00-2

2. Sole responsibility for adequacy of 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.

C. 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.

D. 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.

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. Construct Work in stages to accommodate the COUNTY’s use of premises during construction period and in accordance with the limitations on the sequence of construction specified.

Coordinate construction schedules and operations with ENGINEER.

01 10 00-3

B. 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.

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

MEASUREMENT AND PAYMENT

01 29 00-1

SECTION 01 29 00

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.

01 29 00-2

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 fittings, valves and manholes, in place, taken as the laying length.

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. Cleanup.

3. Testing, including all materials and equipment.

4. Maintenance of utility service.

5. Appurtenant work.

6. Record Drawings.

01 29 00-3

7. Field Office.

8. Saw cutting.

9. Coordination with other contractors.

10. Layout of the work.

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

12. Restoration and Sodding

13. Dewatering

14. Rock Removal

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

1. Mobilization/Demobilization

A. No measurement shall be made for this item.

B. Payment of Mobilization/Demobilization will be made at the Bid Form lump sum price, which will be full compensation for all preparatory Work and operations in mobilizing for beginning work on the Project and demobilizing for ending work on the Project; 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, shop drawings, temporary facilities, lay down storage area, construction aids, reviews and inspection, re-inspection and any rework resulting from same, cleaning, contractor red-lined drawings, 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

A. Measurement for General Requirement will be on a lump sum basis.

B. Payment for General Requirement will be made at the Bid Form lump sum price, which will be full compensation for all preparatory work, surveying, silt barriers, and inlet protection, field staking of Right-of-Way adjacent to proposed work areas prior to the start of construction in coordination with public outreach and notification, operations necessary for the movement of personnel, establishment of temporary facilities, cost of bonds, permits, required insurance labor, materials, and equipment necessary to provide maintenance of traffic items. Contractor shall be paid in equal monthly amounts based on the scheduled duration of the project from Notice to Proceed to Substantial Completion.

01 29 00-4

3. Restoration

A. Measurement of Restoration will made on a lump sum basis.

B. Payment for Restoration will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all restoration work associated with the open cut installation of yard piping and other works shown in the plans, including but not limited to the restoration of swales, lawn areas, grass (to match the existing pre-construction type), landscaping, signs, markers, mailboxes, seeding and mulching, fences, curbing, sprinklers, drainage pipes including concrete, metal, and plastic pipe, drainage structures including inlets, mitered end sections and headwalls and other appurtenances, replacement of guardrails and concrete retaining walls, filling and final grading of all areas within the project, final grading of disturbed areas (to provide positive drainage), removal of trees, bushes and other vegetation, hauling, watering, fertilizing, all labor, materials, equipment, and other incidentals necessary to complete the item.

4. Demolition

A. Measurement of Demolition will made on a lump sum basis.

B. Payment for Demolition will be made at the Contract lump sum for the item, which price and payment shall be full compensation for all demolition work associated with the project, including removal/disposal and any permitting fees associated with off-site disposal. This shall include but not be limited to the removal of existing asphalt driveway, cutting and removal of existing yard piping and fittings, recirculation assembly, platforms, structures, bollards, slabs, subgrades, relocation of the generator and fuel tank, existing pumps and associate piping, existing chemical storage and feed system, and electrical/mechanical components proposed for removal. Costs for protection of existing equipment and surrounding facilities during demolition shall also be included within this item.

5. Asphalt Driveway

A. Measurement for Asphalt Driveway will be made on a lump sum basis.

B. Payment for Asphalt Driveway will be made at the Contract lump sum price for the item, which price and payment shall be full compensation for all labor, materials, and equipment, asphalt to complete the work, including but not limited to demolition of the existing driveway, re-compaction of existing base, mill and overlay, saw cutting (as necessary), finishing, grading, and any other incidentals complete the installation.

01 29 00-5

6. Yard Piping

A. Measurement of Yard Piping will made on a lump sum basis.

B. Payment for Yard Piping 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. Payment shall be full compensation for the cost to complete all excavation, rock removal, dewatering; installation of all underground piping, fittings, restraints, sleeves, valve extension, valve boxes, blind flanges, and all other items necessary to complete the installation as 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.

7. Recirculation Pump Assembly

A. Measurement of Recirculation Pump Assembly will made on a lump sum basis.

B. Payment for Recirculation Pump Assembly 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. Payment shall be full compensation for the cost of all excavation, rock removal, dewatering;

installation of pipes, fittings, restraints, sleeves, valves, valve extension, valve boxes, blind flanges, flow meters, static mixers, ARVs, the recirculation pump and pump can, the chemical injection quills, and all other items necessary to complete the installation of the tank recirculation system as shown on the project plans and specified herein.

8. Pump Building Interior Piping Assembly

A. Measurement for Pump Building Interior Piping Assembly will be made on a lump sum basis.

B. Payment for Pump Building Interior Piping Assembly include the cost of all labor, equipment, materials, and services necessary for the demolition of existing piping and pipe support; installation of new piping, fittings, valves, coatings, restrained joint piping, and all other items as shown in the Drawings.

9. Vertical Turbine Pumps

A. Measurement for Vertical Turbine Pumps will be made on a lump sum basis.

B. Payment for Vertical Turbine Pump will be made at the Bid Form unit price per each pump installed, which price and payment shall be full compensation for all labor, equipment, materials, and services necessary for the installation of

01 29 00-6 the vertical turbine pumps, including but not limited to the turbine pumps, piping, valves, and other process components necessary. All modifications to the openings in the pump room floor, connection to the ductile iron piping below the building, All stainless-steel hardware, coatings, fittings, pipe supports, restrained joint piping, and any other specific components or materials required for the installation of the vertical turbine pumps as specified in the project plans and these specifications.

10. Sodium Hypochlorite Pump Skid and Chemical Storage

A. Measurement for Sodium Hypochlorite Pump Skid and Chemical Storage will be made on a lump sum basis.

B. Payment for Sodium Hypochlorite Pump Skid and Chemical Storage include the cost of all labor, equipment, materials, and services necessary for the demolition and removal of existing sodium hypochlorite storage and feed system, including all pumps, piping, storage tank, valves, and ancillary components as shown in the project plans. Payment shall also include the cost for installation of new chemical pump skids, piping and pipe support; chemical storage tank, fittings, valves, coatings, restrained joint piping, containment walls, emergency eye wash and shower, and all other items as shown in the project plans.

11. Caustic Pump Skid and Chemical Storage

A. Measurement for Caustic Pump Skid and Chemical Storage will be made on a lump sum basis.

B. Payment for Caustic Pump Skid and Chemical Storage include the cost of all labor, equipment, materials, and services necessary for the caustic storage and feed system. Payment shall include the cost for installation of new chemical pump skids, piping and pipe support; chemical storage tank, fittings, valves, coatings, restrained joint piping, containment walls, emergency eye wash and shower, and all other items as shown in the project plans.

12. Generator

A. Measurement for Generator will be made on a lump sum basis.

B. Payment for Generator will be made on a lump sum basis, which price and payment shall be full compensation for all labor, equipment, materials, and services necessary for the relocation of the generator, including but not limited to include the cost of all labor, equipment, materials, and services necessary for the handling, installation and connection of the generator, and all other work as shown in the project plans.

01 29 00-7

13. Fuel System Improvements

A. Measurement for the Fuel System Improvements will be made on a lump sum basis.

B. Payment for Fuel System Improvements will be made on a lump sum basis, which price and payment shall be full compensation for all labor, equipment, materials, and services necessary for the relocation of the fuel system, including but not limited to include the cost of all labor, equipment, materials, and services necessary for the handling, installation and connection of the fuel storage tank, feed piping, on-site tightness testing of the tank, all FDEP reporting and permitting that is required for the registered tank, and all other work as shown in the project plans.

14. Mechanical HVAC Improvements

A. Measurement for Mechanical HVAC Improvements will be made on a lump sum basis.

B. Payment for Mechanical HVAC Improvements shall include all labor, equipment, materials, and services necessary for the improvements of the HVAC system, including but not limited to thermostats, air handling units, condensation drainage pipe, condensation drywell, pipe support, and any other specific components or materials required for the completion of the mechanical work as specified in the project plans and these specifications.

15. Electrical Improvements

A. Measurement for Electrical Improvements will be made on a lump sum basis.

B. Payment for Electrical Improvements shall include all labor, equipment, materials, and services necessary for the improvements of the electrical components, including but not limited to installation of control panels, electrical hardware, electrical connections, wires, conduits, VFDs, switches, breakers, wiring, transformer, light fixtures, batteries, and any other specific components or materials required for the completion of the electrical work at the pump station as specified in the project plans and these specifications.

16. Structural Improvements

A. Measurement for Structural Improvements will be made on a lump sum basis.

B. Payment for Structural improvements shall include all labor, equipment, materials, and services necessary for the upgrades of the structural items, including but not limited to all excavation (including rock excavation), disposal of excess excavated materials, generator slab and stairs, concrete slabs for aboveground piping, formwork, shoring, sheeting and bracing, backfill, and

01 29 00-8 any other specific components or materials required for the construction as specified in the project plans and these specifications.

17. Bypass Operations

A. Measurement for Bypass Operations will be made on a lump sum basis.

B. Payment for Bypass Operations shall include all labor, equipment, materials, and services necessary for the bypass operation to ensure the non-stop service at this pump station, including but not limited to all bypass piping, valves, temporary pumps, line stops, chemical feeding systems, and any other specific components or materials required for the bypass operation as specified in the project plans and these specifications.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

SCHEDULE OF VALUES

01 29 73 - 1

SECTION 01 29 73

PART 1 – GENERAL

1.01 REQUIREMENTS INCLUDED

A. As the first shop drawing submittal, submit to the Engineer a Schedule of Values allocated to the various portions of the Work, within ten days after award of contract.

B. Upon the request of the Engineer, support the values with data which will substantiate their correctness.

C. The Schedule of Values, unless objected to by the Engineer, shall be exclusively used as the basis for the Contractor's Applications for Payment.

1.02 RELATED REQUIREMENTS

A. Section 01 60 00: Material and Equipment.

1.03 FORM AND CONTENT OF SCHEDULE OF VALUES

A. Type schedule on 8-1/2 inch x 11-inch white paper; Contractor's standard forms and automated printout will be considered for approval by Engineer upon Contractors request.

Identify schedule with:

1. Title of Project, location and (City, County, Owner) Project Number.

2. Engineer and Engineer's Project Number.

3. Name and Address of Contractor.

4. Date of Submission.

B. Schedule shall list the installed value of the component parts of the Work, in sufficient detail to serve as a basis for computing values for progress payments during construction.

C. Follow the table of contents of these Specifications as the format for listing component items.

1. Identify each line item with the number and title of the respective major section of the specifications.

D. For each major line item list sub-values of:

01 29 73 - 2

1. Major products or operations under the item.

2. Contract conditions, such as: bonds, insurance premiums, job mobilization, construction facilities and temporary controls.

E. For the various portions of the Work:

1. Each item shall include a directly proportional amount of the Contractor's overhead and profit.

2. For items on which progress payments will be requested for stored materials, break down the value into:

a. The cost of the materials, delivered and unloaded, with taxes paid.

b. The total installed value.

F. The sum of all values listed in the schedule shall equal the total Contract Sum.

1.04 SUBSCHEDULE OF UNIT MATERIAL VALUES

A. Submit a subschedule of unit costs and quantities for:

1. Products specified under a unit cost.

2. Products on which progress payments will be requested for stored products.

B. The form of submittal shall parallel that of the Schedule of Values, with each item identified the same as the line item in the Schedule of Values.

C. The unit quantity for bulk materials shall include an allowance for normal waste.

D. The unit values for the materials shall be broken down into:

1. Cost of the material, delivered and unloaded at the site, with taxes paid.

2. Installation costs, including Contractor's overhead and profit.

E. The installed unit value multiplied by the quantity listed shall equal the cost of that item in the schedule of Values.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

CONSTRUCTION SCHEDULES

01 32 16 - 1

SECTION 01 32 16

CONSTRUCTION PROGRESS 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 01 10 00: Summary of Work.

B. Section 01 33 00: 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.

01 32 16 - 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. Subcontractor work.

d. Equipment installations.

e. Operating and Maintenance Data.

f. 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.

1.06 SUBMISSIONS

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

01 32 16 - 3

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.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

SHOP DRAWINGS

01 33 00 - 1

SECTION 01 33 00

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 01 32 16).

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, Rejected/Re-submit).

e. Date of Resubmittal and Return (as applicable).

f. Date material release for fabrication.

g. Projected date of fabrication.

h. Projected date of delivery to site.

01 33 00 - 2

i. Status of O&M manuals submittal.

j. Specification Section.

k. Drawings Sheet Number.

B. Related Requirements Described C. Elsewhere:

1. General Conditions.

2. Progress Schedules: Section 01 32 16.

3. Material and Equipment: Section 01 60 00.

4. Project Record Documents: Section 01 78 39.

1.02 CONTRACTOR'S RESPONSIBILITY

A. The Contractor shall furnish the Engineer a schedule of Shop Drawings submittals fixing the respective dates for the submission of Shop Drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment. This schedule shall indicate those that are critical to the progress schedule.

B. The Contractor shall not begin any of the work covered by a Shop Drawing, Data, or a Sample returned for correction until a revision or correction thereof has been reviewed and returned to him, by the Engineer, with approval.

C. The Contractor shall submit to the Engineer all drawings and schedules sufficiently in advance of construction requirements to provide no less than thirty (30) calendar days for checking and appropriate action from the time the Engineer receives them.

D. All submittals shall be accompanied with a transmittal letter prepared in duplicate containing the following information:

1. Date.

2. Project Title and Number.

3. Contractor's name and address.

4. The number of each Shop Drawings, Project Data, and Sample submitted.

01 33 00 - 3

5. Notification of Deviations from Contract Documents.

a. The Contractor shall indicate in bold type at the top of the cover sheet of submittal of Shop Drawing if there is a deviation from Contract Drawings, Project Specifications and referenced specifications or codes.

b. The Contractor shall also list any deviations from Contract Drawings, Project

Specifications and referenced specifications or codes and identify in "green" ink prominently on the drawings.

6. Submittal Log Number conforming to Specification Log Number.

E. The Contractor shall submit all shop drawings in electronic format. Shop drawings which require the signature and seal of a registered professional shall be submitted in hard copy format. In addition to electronic submittals, the contractor may be required to submit additional hard copies of all submittals upon request from the Owner or the Engineer.

F. The Contractor shall be responsible for and bear all costs of damages which may result from the ordering of any material or from proceeding with any part of work prior to the completion of the review by the Engineer of the necessary Shop Drawings.

G. The Contractor shall be fully responsible for observing the need for and making any changes in the arrangement of piping equipment, connections, wiring, manner of installation, etc., which may be required by the materials/equipment he proposed to supply both as pertains to his own work and any work affected under other parts, headings, or divisions of drawings and specifications.

H. The Contractor shall not use Shop Drawings as means of proposing alternate items to demonstrate compliance to Contract requirements.

I. Each submittal will bear a stamp indicating that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractors review and approval of that submittal.

J. Drawings and schedules shall be checked and coordinated with the work of all trades and sub-contractors involved, before they are submitted for review by the Engineer and shall bear the Contractor's stamp of approval as evidence of such checking and coordination. Drawings or schedules submitted without this stamp of approval shall be returned to the Contractor for resubmission.

01 33 00 - 4

1.03 ENGINEER'S REVIEW OF SHOP DRAWINGS

A. The Engineer's review of Shop Drawings, Data and Samples as submitted by the Contractor, will be to determine if the items(s) conform to the information in the Contract Documents and are compatible with the design concept. The Engineer's review and exceptions, if any, will not constitute an approval of dimensions, connections, quantities, and details of the material, equipment, device, or item shown.

B. The review of drawings and schedules will be general, and shall not be construed:

1. As permitting any departure from the Contract requirements.

2. As relieving the Contractor of responsibility for any errors, including details, dimensions, and materials.

3. As approving departures from details furnished by the Engineer, except as otherwise provided herein.

C. If the drawings or schedules as submitted describe variations and show a departure from the

Contract requirements which the Engineer finds to be in the interest of the Owner and to be so minor as not to involve a change in Contract Price or time for performance, the Engineer may return the reviewed drawings without noting an exception.

D. "Approved as Noted" - Contractor shall incorporate Engineer's comments into the submittal before release to manufacturer. The Contractor shall send a letter to the Engineer acknowledging the comments and their incorporation into the Shop Drawing.

E. "Amend and Resubmit" - Contractor shall resubmit the Shop Drawing to the Engineer. The resubmittal shall incorporate the Engineer's comments highlighted on the Shop Drawing.

F. "Rejected" - Contractor shall resubmit Shop Drawing for review by Engineer.

G. Resubmittals will be handled in the same manner as first submittals. On resubmittals the Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, to revisions other than the corrections requested by the Engineer on previous submissions. The Contractor shall make any corrections required by the Engineer.

H. If the Contractor considers any correction indicated on the drawings to constitute a change to the Contract Drawings or Specifications, the Contractor shall give written notice thereof to the Engineer.

I. When the Shop Drawings have been completed to the satisfaction of the Engineer, the

Contractor shall carry out the construction in accordance therewith and shall make no further changes therein except upon written instructions from the Engineer.

01 33 00 - 5

J. No partial submittals will be reviewed. Submittals not deemed complete will be stamped "Rejected" and returned to the Contractor for resubmittal. Unless otherwise specifically permitted by the Engineer, make all submittals in groups containing all associated items for:

1. Systems.

2. Processes.

3. As indicated in specific Specifications Sections.

All drawings, schematics, manufacturer's product Data, certifications and other Shop Drawing submittals required by a system specification shall be submitted at one time as a package to facilitate interface checking.

K. Only the Engineer shall utilize the color "red" in marking Shop Drawing submittals.

1.04 SHOP DRAWINGS

A. Shop Drawings shall be complete and detailed and shall consist of fabrication, erection and setting drawings and schedule drawings, manufacturer's scale drawings, and wiring and control diagrams. Cuts, catalogs, pamphlets, descriptive literature, and performance and test data, shall be considered only as supportive information. As used herein, the term "manufactured" applies to standard units usually mass-produced; and "fabricated" means items specifically assembled or made out of selected materials to meet individual design requirements.

B. Manufacturer's catalog sheets, brochures, diagrams, illustrations and other standard descriptive data shall be clearly marked to identify pertinent materials, product or models.

Delete information which is not applicable to the Work by striking or cross-hatching.

C. Each Shop Drawing shall have a blank area 3-1/2 inches by 3-1/2 inches, located adjacent to the title block. The title block shall display the following:

1. Project Title and Number.

2. Name of Project building or structure.

3. Number and title of the Shop Drawing.

4. Date of Shop Drawing or revision.

5. Name of contractor and subcontractor submitting drawing.

6. Supplier/manufacturer.

7. Separate details when pertinent.

01 33 00 - 6

8. Specification title and number.

9. Specification section.

10. Application Contract Drawing Number.

D. Data on materials and equipment include, without limitation, materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams, materials of construction and similar descriptive material. Materials and equipment lists shall give, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, size, finish and all other pertinent Data.

E. For all mechanical and electrical equipment furnished, the Contractor shall provide a list including the equipment name, and address and telephone number of the manufacturer's representative and service company so that service and/or spare parts can be readily obtained.

1.05 WORKING DRAWINGS

A. When used in the Contract Documents, the term "Working Drawings" shall be considered to mean the Contractor's plan for temporary structures such as temporary bulkheads, support of open cut excavation, support of utilities, ground water control systems, forming and falsework; for underpinning; and for such other work as may be required for construction but does not become an integral part of the Project.

B. Working Drawings shall be signed by a registered Professional Engineer, currently licensed to practice in the State of Florida.

1.06 SAMPLES

A. The Contractor shall furnish, for the approval of the Engineer, samples required by the Contract Documents or requested by the Engineer. Samples shall be delivered to the Engineer as specified or directed. The Contractor shall prepay all shipping charges on samples. Materials or equipment for which samples are required shall not be used in work until approved by the Engineer.

B. Samples shall be of sufficient size and quantity to clearly illustrate:

1. Functional characteristics of the product, with integrally related parts and attachment devices.

2. Full range of color, texture and pattern.

3. A minimum of two (2) samples of each item shall be submitted.

C. Each sample shall have a label indicating:

01 33 00 - 7

1. Name of Project.

2. Name of Contractor and Subcontractor.

3. Material or Equipment Represented.

4. Place of Origin.

5. Name of Producer and Brand (if any).

6. Location in Project.

Samples of finished materials shall have additional marking that will identify them under the finished schedules.

D. The Contractor shall prepare a transmittal letter in triplicate for each shipment of samples containing the information required in Paragraph 1.06B. above. He shall enclose a copy of this letter with the shipment and send a copy of this letter to the Engineer. Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any Contract requirements.

E. Approved samples not destroyed in testing shall be sent to the Engineer or stored at the site of the Work. Approved Samples of the hardware in good condition will be marked for identification and may be used in the work. Materials and equipment incorporated in work shall match the approved Samples. Samples which failed testing or were not approved will be returned to the Contractor at his expense, if so requested at time of submission.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

Section 014200

COLLIER COUNTY REFERENCES

TECHNICAL SPECIFICATIONS Page 1 of 8

SECTION 014200

REFERENCES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Reference Abbreviations

B. Abbreviations

C. Reference Standards

D. Definitions

1.2 RELATED SECTIONS

A. Information provided in this section is used where applicable in individual Specification Sections.

1.3 REFERENCE ABBREVIATIONS

A. Reference to a technical society, trade association or standards setting organization, may be made in the Specifications by abbreviations in accordance with the following list:

AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADC Air Diffusion Council AFBMA Anti-friction Bearing Manufacturers Association AGA American Gas Association AGMA American Gear Manufacturers Association AHA Association of Home Appliance Manufacturers AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA Air Movement and Control Association, Inc.

ANSI American National Standards Institute APA American Plywood Association ARI American Refrigeration Institute ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air Conditioning

Engineers ASME American Society of Mechanical Engineers

TECHNICAL SPECIFICATIONS Page 2 of 8

ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood Preservers Association AWS American Welding Society AWWA American Water Works Association BHMA Builders' Hardware Manufacturers Association BIA Brick Institute of American CABO Council of American Building Officials CAGI Compressed Air and Gas Institute CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers Association of America CRD U.S. Corps of Engineers Specifications CRSI Concrete Reinforcing Steel Institute CTI Cooling Tower Institute DHI Door and Hardware Institute DOH Department of Health DOT Department of Transportation Fed. Spec. Federal Specifications FGMA Flat Glass Marketing Association FM Factory Mutual HMI Hoist Manufacturing Institute HPMA See HPVA HPVA Hardwood Plywood Veneer Association ICEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronics Engineers IFI Industrial Fasteners Institute MIL Military Specifications MSS Manufacturer's Standardization Society NAAMM National Association of Architectural Metal Manufacturers NACM National Association of Chain Manufacturers NBS National Bureau of Standards, See NIST NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturers Association NETA National Electrical Testing Association NFPA National Fire Protection Association NFPA National Forest Products Association NFPA National Fluid Power Association NIST National Institute of Standards and Technology NLMA National Lumber Manufacturers Association NSF National Sanitation Foundation OSHA Occupational Safety and Health Act PCI Prestressed Concrete Institute PDI Plumbing and Drainage Institute SAE Society of Automotive Engineers SCPRF Structural Clay Products Research Foundation SMACNA Sheet Metal and Air Conditioning Contractors' National Association

TECHNICAL SPECIFICATIONS Page 3 of 8

SPI Society of the Plastics Industry SSPC Steel Structures Painting Council STI Steel Tank Institute TCA Tile Council of American TIMA Thermal Insulation Manufacturers' Association UL Underwriters' Laboratories, Inc.

USBR U. S. Bureau of Reclamation USBS U. S. Bureau of Standards, See NIST

1.4 ABBREVIATIONS

A. Abbreviations which may be used in individual Specification Sections are as follows:

alternating current.............................. ac American wire gauge......................AWG ampere(s)......................................... amp ampere-hour(s) ................................. AH annual ............................................... ann Ampere Interrupting Capacity .......................................... AIC atmosphere(s)................................... atm average ............................................. avg biochemical oxygen demand.......... BOD Board Foot ...................................... FBM brake horsepower ............................. bhp Brinell Hardness ............................... BH British thermal unit(s).........................Btu calorie(s) .............................................cal carbonaceous biochemical oxygen demand ......................... CBOD

Celsius (centigrade)............................. C Center to Center .......................... C to C centimeter(s) ..................................... cm chemical oxygen demand............... COD coefficient, valve flow.......................... Cv condensate return..............................CR cubic................................................... cu cubic centimeter(s) ..............................cc cubic feet per day .............................. cfd cubic feet per hour............................. cfh cubic feet per minute ........................ cfm cubic feet per minute, standard conditions......................... scfm cubic feet per second .........................cfs cubic foot (feet) ................................ cu ft cubic inch(es) .................................. cu in cubic yard(s)................................... cu yd decibels ...............................................dB decibels (A scale)............................. dBa degree(s) ...........................................deg dewpoint temperature ........................dpt diameter ............................................. dia direct current ....................................... dc dissolved oxygen ...............................DO dissolved solids..................................DS dry-bulb temperature..........................dbt efficiency .............................................eff elevation.............................................. el entering water temperature...............