7-ITB-26-00393 Attachment A - Supplemental Specifications Final.pdf

SUPPLEMENTAL SPECIFICATONS

(Attachment A)

1. GENERAL

1.1. HILLSBOROUGH COUNTY STANDARD DRAWINGS

1.1.1 The County maintains standard specifications, drawings, and programming for wastewater pump stations.

1.1.2 The Drawings are diagrammatic in character of the standard for a new pump station. The work proposed under this solicitation is for the rehabilitation of existing pump stations.

1.1.3 The Drawings are not intended to show in complete detail every item which may be required;

however, wherever reasonably implied by the nature of the work, such materials or equipment shall be provided as required to complete the work and have proper function. It is understood that the Contractor may need to develop their own drawing details for their fabrication process.

1.1.4 The Standard Drawings contains additional details some of which may not be applicable for the control panel Contractor but are provided for the Contractor’s information and use.

1.2. GENERAL REQUIREMENTS

1.2.1 The panels shall be fabricated in an Underwriter’s Laboratory 508A certified shop in the USA.

Specified components shall come from the appropriate suppliers.

1.2.2 The Contractor shall ensure that all equipment furnished hereunder shall conform to these Supplemental Specifications, the Standard Drawings, programming, and the Standard Specifications, in that order. Each control cabinet shall be customized to suit the specific electrical requirements of each specific pump station. The control cabinets and other enclosures within types shall be identical.

1.2.3 The County will provide direction and a need by date (schedule) to the Contractor for production of the panels: Control Cabinets (ME), Remote Terminal Units (RTU), Wet Well Junction Boxes (JB1), Alarm Silence Stations (JB3), Generator Terminal Junction Boxes (JB4), and Main Disconnect Enclosures (MD1).

1.2.4 All work shall be executed in a workmanlike manner by skilled personnel and the work shall present a neat appearance when completed.

1.2.5 Materials and apparatus shall comply with all applicable tests, ratings, specifications, and requirements of the appropriate standards listed herein. Underwriters Laboratories, Inc. (UL) listed electrical components or assemblies shall be used and shall bear the approved device label of UL. The standards herein are minimums; the Contractor may exceed such minimums with prior approval of the County.

1.2.6 All work shall comply with applicable requirements and recommendations of standards published by listed agencies and trade associations, except to the extent more detailed and stringent requirements are indicated or required by local governing regulations. The control cabinets furnished herein shall be fully, Florida Department of Environmental Protection (FDEP) compliant.

1.2.7 All work shall comply with the latest editions of the National Electrical Code (NEC) National Fire Protection Association NFPA 70, NFPA 79, the National Electrical Safety Code (NESC), and all applicable state, municipal, and local codes. Work shall be subject to inspection and approval requirements of the local authority having jurisdiction (i.e., Hillsborough County Public Utilities Department).

1.3. SHOP DRAWINGS AND SUBMITTALS

1.3.1 Contractor shall provide Shop Drawings for review and approval prior to fabrication.

Submit manufacturer’s name and model for each component; provide a drawing showing component layout (front panel as well as back panel; show wiring pathways, wire numbers;

provide a ladder diagram showing circuit logic). Shop drawings shall be provided in pdf format and formatted for printout on 24 x 36 inch sheets and 11 x 17 inch sheets.

1.3.2 The Contractor shall submit for approval, their proposed Quality Control Procedures and Certification Protocol, as specified later in this document.

2. PRODUCTION

2.1. The proposed fabrication schedule approximates two (2) to four (4) complete panels plus other enclosures every week. The exact schedule may vary depending upon the needs of the County. The County shall provide specific directions and schedule requirements to the Contractor for production at the Pre-Construction Meeting and subsequent Progress Meetings to be held at a County designated facility.

2.2. Specific directions include, but are not limited to, the following criteria:

2.2.1 Bid Item Number

2.2.2 Station Name, facility number, and address

2.2.3 Duplex or Triplex

2.2.4 Voltage and Phase

2.2.5 Pump Manufacturer (necessary for the seal fail circuit)

2.2.6 horsepower

2.2.7 full amps

2.2.8 Other panels and items needed such as TRU, JB1, JB3, JB4 or MD1

2.2.9 Need date for delivery to County Warehouse (Brandon Support and Operations Center (BSOC) at 334 N. Falkenburg Rd, Brandon, FL 33619

2.3. CONTROL PANELS

2.3.1 The Standard Drawings and basis of bid shall be for control panels that have Hydromatic pumps and GE MDSECR4GLTE modem. There are bid line items wherein the Contractor may quote a price adjustment for:

2.3.1.1 Panels that have Flygt pumps and require the Flygt seal fail assembly, and,

2.3.1.2 Panels that substitute the MDS SD2 radio, in lieu of the GE MDSECR4GLTE modem.

2.3.2 The panels and other enclosures are primarily for use on the rehabilitation of existing pump stations but may be used elsewhere if needed.

2.3.3 The wastewater pumping station panels shall be in duplex and triplex configurations as shown on the plans and have the following variations:

2.3.3.1 480/277 volt, 3-phase, 4-wire, 60 hertz service, 3 HP to 75 HP

2.3.3.2 240/120 volt, 3-phase, 4-wire, 60 hertz service, 3 HP to 50 HP

2.3.3.3 240/120 volt, 1-phase, 3-wire, 60 hertz service, 3HP to 15 HP

2.3.4 The general breakdown of electric service voltages at existing stations is approximately as follows:

2.3.4.1 240 VAC, 3 Phase = 50%

2.3.4.2 480 VAC, 3 Phase = 45%

2.3.4.3 Single phase stations = approximately 5%.

2.3.5 The control panel enclosures have nominal sizes as follows (dimensions in inches):

2.3.5.1 Small (S) (rack mounted) = 48 x 48 x 12

2.3.5.2 Medium (M) (rack mounted) = 48 x 60 x 12

2.3.5.3 Large (L) (free standing_ = 72 x 72 x 12

2.3.5.4 RTU only = 48 x 30 x 12

2.3.6 Specifics will be given to the Contractor for each build.

2.3.7 The Contractor shall complete fabrication and testing of each panel prior to shipment.

2.3.8 The Contractor shall install the functional test programming on the applicable devices within the control panel at the fabrication facility prior to formal testing. The Contractor shall provide all necessary testing equipment at their facility for a complete functional test of each panel. The Contractor shall provide a record of the testing (submit proposed test record as a shop drawing).

Any product that fails any inspection shall be repaired at the fabrication facility prior to acceptance. The testing shall be performed by the Contractor; the County or the County’s CEI Engineer may elect to also witness the test. After successful testing the Contractor shall prepare the panel for transit to Hillsborough County for short term storage and subsequent pickup by the installing Contractor.

2.3.9 The County and Contractor may agree to change production rates and quantities when it is in the County’s best interests to do so.

2.4. SERVICE ENTRANCE DISCONNECT EQUIPMENT (MD1)

Provide Square D service entrance disconnect devices as follows (quantity of one (1) each for the pay item):

2.4.1 Enclosure: J250 DS

2.4.2 Circuit breaker: JJL36250U31X

2.4.3 Neutral Assembly Insulated Groundable: SN400LA Surge Arrestor: SDSA 3650

2.4.4 Do not assemble but transmit all parts together as a package for each bid item requested.

2.5. MICROLOGIC CIRCUIT BREAKER SAFETY SEALS

For each Micrologic Circuit Breaker provided by the Contractor, provide a seal, Square D Part Number:

MICROTUSEAL. Provide same in a plastic bag inside the enclosure for use at the site by the installing Contractor after the setting has been dialed in during startup. There is no separate pay item for this, the Contractor is to include the cost where appropriate.

2.6. QUALITY CONTROL

2.6.1 Prior to Factory Testing and shipment of panels, the Contractor shall inspect each control panel and other enclosures to verify compliance with the Contract Documents, the approved Shop Drawings and any other approved Contractor submittals.

2.6.2 The Contractor’s inspection shall include, but not be limited to, the following:

2.6.2.1 Nameplates and tags, including ARC Flash labeling.

2.6.2.2 Wire sizes, color coding, identification, and torque settings.

2.6.2.3 Terminal block contact ratings and numbers.

2.6.2.4 Panel-mounted equipment and identification.

2.6.2.5 External and internal panel layout.

2.6.2.6 Proper wiring practices and grounding.

2.6.2.7 Enclosure flatness, finish, color, and cleanliness.

2.6.2.8 NEMA rating and environmental control equipment.

2.6.2.9 Programming and configuration data has been loaded and loop tested.

2.6.3 The Contractor’s System Hardware Operational Testing shall include, but not be limited to, the following:

2.6.3.1 Test each input/output device and component to verify operability.

2.6.3.2 Test all system hardware components to verify proper operation of the equipment as stand-alone units and as a system.

2.6.3.3 Criteria for Acceptance: System hardware operational testing shall acceptably demonstrate that specified and required equipment operations capabilities are functioning properly.

2.6.3.4 Test each panel furnished under this Contract separately to verify that panel devices and processors perform and function properly. Simulate field sensors and field instruments using appropriate signal generators, switches, and jumper cables.

2.6.4 Factory testing and testing documentation shall conform to Attachment B – Control Panel Factory Acceptance Test Procedure.

2.6.5 As-Built drawings shall conform to the following criteria:

2.6.5.1 One electronic copy in AutoCAD format, and one set in pdf format. Furnished on a portable digital memory storage device or transmitted by email to the County Project Manager or designee.

2.6.5.2 One 11 x17 (or suitable size) copy shall be laminated and adhered onto the inside of the left (low voltage side) control panel door.

2.6.5.3 One hard copy shall be placed inside a clear plastic envelope and stored in the suitable print pocket or container inside each control cabinet.

2.6.5.4 Drawing shall show layout, dimensions, bill of materials, and documentation of factory tests.

2.6.6 Spot Checks: At any point during the course of this contract, the County reserves the right to perform spot checks on the panels. Any product that fails inspection during any spot check shall be repaired on site or retrieved by the Contractor for remedial action within 24 hours of notification of failure and returned to the County within an additional 24 hours.

2.6.7 The Contractor shall warrant and guarantee all work as per the Hillsborough County Technical Specifications 333003: Wastewater Lift Station, Paragraph 1.1.5.

2.7. PROGRESS MEETINGS AND GENERAL COORDINATION

2.7.1 Progress meetings shall be held weekly, at first, and subsequently as needed, on a day and time set by the County, at a location chosen by the County Project Manager. The County, or designee, shall distribute the agenda in advance of the progress meetings, shall preside at the meetings, and shall prepare and distribute minutes of progress meetings to all meeting participants and others as requested.

2.7.2 Contractor shall attend each progress meeting and shall be prepared to discuss in detail all items on the agenda.

2.7.3 Contractor shall be available to attend other meetings as the need arises within 48 hours of notice being provided.

2.7.4 Normal Work Hours for County: The normal work week is Monday through Friday excluding County holidays. The normal day shall be between 0800 to 1700. Schedule all County interface around these parameters.

2.7.5 Whenever any control panel trouble is encountered, Contractor shall actively participate and fully cooperate in troubleshooting with the County, integrator or the Installation Contractor to successfully commission any control panel. The Contractor’s staff shall be reachable and responsive (travel to sites) for emergency call out assistance 24 hours a day, seven (7) days a week.

Response time shall be 24 hours or less with resolution of issues within an additional 24 hours at no additional cost to the County.

2.8. PACKAGING AND SHIPPING

2.8.1 Contractor shall submit a shop drawing and/or perform a shop demonstration to show all proposed methods of packaging for shipment.

2.8.2 At a minimum, all rack mount cabinets, separate RTUs, and JB1’s shall be foam wrapped and hardboard protected and then tightly wrapped in bubble wrap and clear stretch film with edge and surface protection against damage while in transit.

2.8.3 All panels shall be individually palletized with appropriate wrapping to prevent shifting, rubbing or chafing. They shall be loaded such that they can be lifted by either a forklift or a crane (must be able to lift with either method) without causing damage to the panel. Lifting lugs shall be installed on the control panels and RTU’s. The seal off plugs and sun shield (wrapped) shall be placed inside of the cabinet and secured so that they will not move about during transit.

2.8.4 Sunshields may have to be wrapped separately for shipping and installation. Include all required hardware for items shipped loose.

2.8.5 Labels with minimum two (2)-inch-high lettering shall clearly indicate the pump station name and Facility Number for which each cabinet is intended and shall be affixed to the front, sides, and back of the packaging. A packing list shall accompany each panel and/or pallet. Include specified spares on the packing list.

2.8.6 All rack mount control panels and RTU’s shall be palletized one (1) per pallet. On a pump station basis, the JB-1’s, and JB-4’s shall be protectively wrapped and shall be combined on the pallet with the control panel. JB3’s shall be individually boxed and may be placed inside of another enclosure. The packing list shall make clear where the JB3 is located. The intent is to have all materials palletized by pump station site.

2.8.7 The County or Designee shall perform inspections, testing, and demonstrations as required before acceptance. Any product that fails any inspection shall be retrieved or repaired on site (at the County’s option) by the Contractor on the business day of notification.

2.9. BID UNIT PRICE AND PAYMENT

2.9.1 Unit of Measure: The bid unit prices shall include all labor and materials and any incidentals necessary to fabricate, install program, test the panels, provide as-built drawings of cabinets, pack and ship cabinets and appurtenances to the County facility, any repair, startup, and commissioning assistance of each item.

2.9.2 Payment shall be authorized at 100% of the control panel bid item price upon completion of:

2.9.2.1 Fabrication.

2.9.2.2 Testing.

2.9.2.3 Transmittal of testing documentation.

2.9.2.4 Transmittal of as-built drawings.

2.9.2.5 Shipment to the County storage facility.

2.9.2.6 Receipt inspection and acceptance of the delivery by the County.

3. CHANGES TO TECHNICAL SPECIFICATIONS 333003: Wastewater Lift Station

3.1. Only those portions of Specification Section 333003 which deal with the items within this solicitation are applicable and binding; the remainder is presented for the Contractor’s information and coordination.

3.2. Part 1 General, section 1.3 Shop Drawings and Submittals by adding these as paragraphs:

1.3.7 Submittals and Samples

1.3.7.1 After checking and verifying all measurements, the Contractor shall promptly submit to the County’s Construction Engineering and Inspection (CEI) Engineer, all submittals and samples required by the Contract Documents. All submittals and samples shall have been checked by and stamped with the approval of the Contractor and identified as the County may require. The data shown on or with the submittals will be complete with respect to dimensions, design criteria, materials and any other information necessary to enable the County’s CEI Engineer to review the submittal as required. At the time of each submission, the Contractor shall give notice to the County’s CEI Engineer of all deviations that the submittal or sample may have from the requirements of the Contract Documents.

1.3.7.2 The County’s CEI Engineer shall review and approve submittals and samples.

County review and approval shall be only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. The approval of a separate item as such will not indicate approval of the assembly in which the item functions. The Contractor shall make any corrections required by the County’s CEI Engineer and resubmit the required number of corrected copies until approved. The Contractor's stamp of approval on any submittal or sample shall constitute its representation to the County’s CEI Engineer and County that the Contractor has determined and verified all quantities, dimensions, fabrication criteria, materials, catalog numbers, and similar data, and that each submittal or sample has been reviewed or coordinated with the requirements of the Work and the Contract Documents.

1.3.7.3 Work requiring a submittal or sample submission shall NOT commence until the submission has been approved by the County’s CEI Engineer. A copy of each approved submittal and each approved sample shall be kept in good order by the Contractor at their site and shall be available to the County. Any delays associated with the submittal process will be considered for time extensions only, and no damages or additional compensation for delay will be allowed.

1.3.7.4 The County’s CEI Engineer’s approval of submittals or samples shall not relieve the Contractor of its responsibility for any deviations from the requirements of the contract documents unless the Contractor has called the County’s CEI Engineer’s attention to such deviation in writing at the time of submission and the County’s Project Manager has given written approval to the specific deviation. Any such approval by the County’s CEI Engineer shall not relieve the Contractor from responsibility for errors or omissions in the submittals.

1.3.7.5 To facilitate review, the Contractor shall number each submittal consecutively.

This numbering system shall be in order of submittal. Any resubmittal required shall have the same number as the original submittal followed by notation signifying that this is a second or third submittal (e.g. #14 2nd submittal). All submittals shall provide space for the County’s CEI Engineer’s review stamp, preferably on the first page.

In addition, all submittals shall contain the following notation placed by the Contractor:

1.3.7.5.1 Project Number and Name

1.3.7.5.2 Submittal Number

1.3.7.5.3 Deviations

1.3.7.5.4 None, as Listed

1.3.7.5.5 Reference Specification Number

1.3.7.5.6 Reference Drawing Number

1.3.7.5.7 Space Requirement

1.3.7.5.8 As designed

1.3.7.5.9 Different, as listed

1.3.7.5.10 Panel Fabricator has reviewed and submitted for approval

1.3.7.5.11 Signature

1.3.7.5.12 Date

The review of a particular submittal will be undertaken only if the above information is provided.

3.3. Part 3 Products, Section 3.5.4 Pump Control Panel (ME).

3.5.3.11 is amended as follows: The second sentence to read as follows: The door pocket shall be fabricated of stainless steel and shall be tack welded in place and the size shall be suitable for holding ledger size paper (11 x 17), recommended pocket size is 12 x 14 inches.

3.4. Part 3 Products, Section 3.6. RTU:

Paragraph 3.6.1 does not apply to this contract.

Paragraph 3.6.3 Programmable Logic Controller:

3.6.3.11 is amended as follows: When the incoming power is not present the UPS maintains 120 VAC to the PLC power supply modules as long as battery life permits.

3.6.3.9 is ammended as follows: Communication protocol shall be DNP-3.0.

Paragraph 3.6.5 RTU Communications:

3.6.5.1 is amended as follows:

RTU communications shall be via direct Ethernet connection between the radio/cellular modem and the PLC's RTU module using each device's integral RJ-45 Ethernet port. TCP/IP network addresses shall be coordinated with the COUNTY and will allow a minimum of 1024 unique IP addresses to be assigned to RTU modules in each TCP/IP network. The radios/cellular modem will transport the RTU communications via master radios and gateway routers to the SCADA servers transparently, bridging or routing RTU communications traffic as required.

3.6.6 is amended as follows: delete Modbus/TCP and insert DNP-3 as the communication protocol.

Add the following new paragraph:

3.6.6.5. Each radio shall be provided with a license for the manufacturer’s fundamental software for discovery, proactive monitoring, and early warning for radio networks of greater than 500 radios, commonly referred to as MDS™ PulseNET Enterprise Network Management Software.

4. CHANGES AND/OR CLARIFICATIONS TO THE STANDARD DRAWINGS

DRAWING NUMBER CHANGE/CLARIFICATION

E-1.0 For shipping the Contractor shall install the 3/4“ lifting eye socket on each cabinet. The waterproof caps (bolts) shall be carefully wrapped and shipped inside the control panel. The site installation Contractor shall remove the lifting eyes, install the waterproof cap bolts and the top sunshield.

E-1.2 NAMEPLATE SCHEDULE Nameplates on the outer doors shall be engraved on phenolic and affixed with permanent adhesive.

Nameplates on the inner panel doors shall be engraved.

The back panels or subpanels shall have stick on device labels to identify components.

Nameplate “A” shall have the pump station name (provided by County) Nameplates B&C Information to be provided by County.

E-1.2 LIST OF MAJOR COMPONENTS List of Major components clarification: The following items are supplied by others: #44, #45, #49, #50, #53,s#54

E-1.2 List Of Major Components Cross Reference Table

Typical for all across the line contactors: The overload function shall be in the programming of the TeSysT. Bimetal overloads are not used.

E-1.2 List of Major Components: Electrical Control Cabinet

Item 1 and 2: Enclosures may be Hoffman, Universal, Schaefer, or County Approved equal.

All Drawing Sheets JB1 Do not punch holes in bottom of JB1.Hole punching will be a field installation Contractor activity.

Drawing Sheet E-1.1 and E-1.2 The RTU components shall mount on a subpanel, which then mounts to the enclosure back panel.