W912EP20R00031 Amendment 0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

COMPREHENSIVE EVERGLADES RESTORATION PLAN; BISCAYNE BAY COASTAL WETLANDS, L-31E FLOW-WAY; CONTRACT 5A (A PHASE I

PROJECT): PUMP STATION S-705; MIAMI-DADE COUNTY, FLORIDA

A.SEE CONTINUATION SHEET FOR AMENDMENT DETAILS.

B.THE PROPOSAL DUE DATE REMAINS UNCHANGED AT SEPTEMBER 14, 2020 @ 2:00 P.M. LOCAL TIME. LOCAL TIME.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

1. CONTRACT ID CODE PAGE OF PAGES

1 60

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 04-Sep-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EP20R0031

X 9B. DATED (SEE ITEM 11)

14-Aug-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

4-Sep-2020

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

CERP, Biscayne Bay Coastal Wetlands L-31E Flow-Way, Contract 5A (A Phase I Project): Pump Station S-705

Miami- Dade County, Florida

W912EP20B0006 2 Amendment 0003

SUMMARY OF CHANGES

1. CONSTRUCTION SOLICITATION AND SPECIFICATIONS:

A. Changes are indicated by asterisks appearing before and after the line or lines where amendments have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. Text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Volume 1 of 2 – Contract Clauses:

DELETE 00010A Line Items and Pricing Schedule and REPLACE with the 00010A Line Items and Pricing Schedule.

Volume 2 of 2 – Technical Specifications:

DELETE Section 01 22 00 and REPLACE with the attached Section 01 22 00.

DELETE Section 25 14 01 and REPLACE with the attached Section 25 14 01.

2. DRAWINGS: The following are changes to the drawings. Drawings should be adequately marked to indicate that they have been changed. Drawings furnished to the Contractor in accordance with the Contract Clause entitled "CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS" will be revised to reflect the revisions made herein.

DELETE Drawing S-705 M-07 and REPLACE with the attached Drawing S-705 M-07.

DELETE Drawing S-705 C-05 and REPLACE with the attached Drawing S-705 C-05.

DELETE Drawing S-705 E-05 and REPLACE with the attached Drawing S-705 E-05.

DELETE Drawing S-705 E-07 and REPLACE with the attached Drawing S-705 E-07.

DELETE Drawing S-705 E-08 and REPLACE with the attached Drawing S-705 E-08.

DELETE Drawing S-705 S-09 and REPLACE with the attached Drawing S-705 S-09.

DELETE Drawing S-705 S-29 and REPLACE with the attached Drawing S-705 S-29.

DELETE Drawing S-705 S-32 and REPLACE with the attached Drawing S-705 S-32.

DELETE Drawing S-705 S-33 and REPLACE with the attached Drawing S-705 S-33.

DELETE Drawing S-705 S-34 and REPLACE with the attached Drawing S-705 S-34 .

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

CERP, BISCAYNE BAY COASTAL WETLANDS

L-31E FLOW-WAY, CONTRACT 5A (A PHASE I PROJECT):

PUMP STATION S-705

MIAMI-DADE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $___________

0002 TURBIDITY MONITORING JOB $___________

0003 ENVIRONMENTAL MONITORING JOB $___________

0004 EROSION AND SEDIMENT CONTROL JOB $___________

0005 EXCAVATION AND DISPOSAL (ESTIMATED QUANTITY) 700 CUBIC YARD $_________ $___________

0006 CLEARING AND GRUBBING (ESTIMATED QUANTITY) 2.0 ACRE $_________ $___________

0007 DEMOLITION JOB $___________

0008 SITE ELECTRICAL AND TELECOMMUNICATIONS JOB $___________

0009 TOP SOIL AND SOD (ESTIMATED QUANTITY) 1,255 SQUARE YARD $_________ $___________

0010 STOP LOGS JOB $___________

0011 FP&L POWER LINES TO S-705 JOB 233,000.00$

0012 CONTRACTING OFFICER'S FIELD OFFICE 24 MONTH $_________ $___________

0013 PARTNERING REGROUP 3 EACH $_________ $___________

PUMP STATION S-705

0014 REMOTE TELEMETRY UNIT (RTU) FOR PUMP STATION S-705 1 EACH $_________ $___________

0015 MICROWAVE ETHERNET BRIDGES BETWEEN HOMESTEAD JOB $___________

FIELD STATION AND S-705

0016 S-705 STRUCTURE JOB $___________

0017 S-705 TRASH RACKS JOB $___________

0018 S-705 PUMPS/CANS JOB $___________

0019 S-705 DISCHARGE PIPE JOB $___________

0020 S-705 FLAP GATES JOB $___________

0021 S-705 GALVANIZED RAILING JOB $___________

0022 S-705 STAINLESS STEEL RAILING JOB $___________

0023 S-705 CULVERT PRECAST HEADWALL JOB $___________

0024 S-705 HDPE CULVERT JOB $___________

0025 S-705 SLIDE GATE WITH ACTUATOR AND POSITION INDICATOR JOB $___________

0026 S-705 STILLING WELLS JOB $___________

W912EP20R0031 00010A-1 Amendment 0003

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

CERP, BISCAYNE BAY COASTAL WETLANDS

L-31E FLOW-WAY, CONTRACT 5A (A PHASE I PROJECT):

PUMP STATION S-705

MIAMI-DADE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0027 S-705 CONTROL BUILDING JOB $___________

0028 S-705 TREMIE JOB $___________

0029 S-705 EMBANKMENT FILL (ESTIMATED QUANTITY) 2,410 CUBIC YARD $_________ $___________

0030 S-705 #57 STONE (ESTIMATED QUANTITY) 100 SQUARE YARD $_________ $___________

0031 S-705 LIMEROCK SURFACE (ESTIMATED QUANTITY) 1,575 SQUARE YARD $_________ $___________

0032 S-705 RIPRAP REVETMENT (ESTIMATED QUANTITY) 85 SQUARE YARD $_________ $___________

0033 S-705 STEEL SHEET PILE AND KING PILES JOB $___________

0034 S-705 STAFF GAUGES JOB $___________

0035 S-705 FLOATING DEBRIS BARRIER JOB $___________

0036 S-705 SECURITY FENCING JOB $___________

0037 S-705 FDOT GUARD RAIL JOB $___________

TOTAL BID (LINE ITEMS 0001 THRU 0037): $___________

W912EP20R0031 00010A-2 Amendment 0003

CERP, Biscayne Bay Coastal Wetlands, Contract 5A Miami-Dade County, Florida

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Item 0002)

1.4.3 Environmental Monitoring (Line Item 0003)

1.4.4 Erosion and Sediment Control (Line Item 0004)

1.4.5 Demolition (Line Item 0007)

1.4.6 Site Electrical and Telecomunications (Line Item 0008)

1.4.7 Stop Logs (Line Item 0010)

1.4.8 FP&L Power Line S-705 (Line Item 0011)

1.4.9 Microwave Ethernet Bridges Between Homestead Field Station and

S-705 (Line Item 0015)

1.4.10 Structure (Line Item 0016)

1.4.11 Trash Racks (Line Item 0017)

1.4.12 Pumps/Cans (Line Item 0018)

1.4.13 Discharge Pipe (Line Item 0019)

1.4.14 Flap Gates (Line Item 0020)

1.4.15 Galvanized Railing (Line Item 0021)

1.4.16 Stainless Steel Railing (Line Item 0022)

1.4.17 Culvert Precast Headwall (Line Item 0023)

1.4.18 HDPE Culvert (Line Item 0024)

1.4.19 Slide Gate with Actuator and Position Indicator (Line Item

0025)

1.4.20 Stilling Wells (Line Item 0026)

1.4.21 Control Building (Line Item 0027)

1.4.22 Tremie (Line Item 0028)

1.4.23 Steel Sheet Pile and King Piles (Line Item 0033)

1.4.24 Staff Gauges (Line Item 0034)

1.4.25 Floating Debris Barrier (Line Item 0035)

1.4.26 Security Fencing (Line Item 0036)

1.4.27 FDOT Guard Rail (Line Item 0037)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation and Disposal (Line Item 0005)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Clearing and Grubbing (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of MEasurement

SECTION 01 22 00 Page 1 W912EP20R0031 Amendment 0003

1.5.3 Top Soil and Sodding (Line Item 0009)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Contracting Officer's Field Office (Line Item 0012)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Partnering Regroup (Line Item 0013)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Remote Telemetry Unit (RTU) for Pump Station S-705 (Line Item

0014)

1.5.6.1 Payment

1.5.6.2 Unit of Measure

1.5.7 Embankment Fill (Line Item 0029)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 #57 Stone (Line Item 0030)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Limerock Surface (Line Item 0031)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.10 Riprap Revetment (Line Item 0032)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit JOB and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit

SECTION 01 22 00 Page 3 price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided. This includes all testing, training, and commissioning.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit Schedule of Values no later than 30 calendar days after to Notice to Proceed for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE).

Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for all costs associated with mobilization and demobilization, as defined in clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Item 0002)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.3 Environmental Monitoring (Line Item 0003)

Payment will be made for costs associated or incidental to environmental monitoring. See Section 01 57 20 Environmental Protection.

1.4.4 Erosion and Sediment Control (Line Item 0004)

Payment will be made for costs associated with or incidental to the furnishing, installation, maintenance, and removal of erosion and sediment control features.

1.4.5 Demolition (Line Item 0007)

Payment will be made for costs associated with or incidental to demolition of the existing culvert east of S-705 and includes but is not limited to, hauling, offsite disposal, stockpiling of suitable excavated material, riprap, and debris removal.

1.4.6 Site Electrical and Telecomunications (Line Item 0008)

Payment will be made for costs associated with or incidental to furnishing and installation of electrical and telecomunication equipment.

SECTION 01 22 00 Page 4

1.4.7 Stop Logs (Line Item 0010)

Payment will be made for costs associated with or incidental to the furnishing of the stop logs.

1.4.8 FP&L Power Line S-705 (Line Item 0011)

Payment will include full compensation for the charges paid to FP&L by the Contractor for furnishing all materials, equipment, and labor required to install site power for S-705 in accordance with paragraph CONTRACTOR RESPONSIBILITIES of Section 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION and detailed work as shown in the drawings. ayment will be made for actual cost incurred for utility installation. Submit utility invoices from the utility company indicating payment for services. Payment under this line item will not be made prior to submission of valid invoices to the Government. The Contractor will be reimbursed for costs indicated on these invoices only. Payment will be made for costs associated with or incidental to furnishing and installation of site power for S-705. This includes coordination with FP&L.

1.4.9 Microwave Ethernet Bridges Between Homestead Field Station and S-705 (Line Item 0015)

Payment will be made for costs associated with or incidental to the furnishing and installation of the Microwave Ethernet Bridges.

1.4.10 Structure (Line Item 0016)

Payment will be made for cost associated with or incidental to the construction of the pump station not covered by the other CLINs.

1.4.11 Trash Racks (Line Item 0017)

Payment will be made for costs associated with or incidental to the furnishing and installation of trash racks.

1.4.12 Pumps/Cans (Line Item 0018)

Payment will be made for costs associated with or incidental to the furnishing and installation of the pumps/cans. This includes but is not limited to all testing, training, and commissioning.

1.4.13 Discharge Pipe (Line Item 0019)

Payment will be made for costs associated with or incidental to the furnishing and installing of the pump station discharge pipe, including but not limited to testing, flexible coupling, pipe vent and wall sleeve.

1.4.14 Flap Gates (Line Item 0020)

Payment will be made for costs associated with or incidental to the furnishing and installing of the flap gates.

1.4.15 Galvanized Railing (Line Item 0021)

Payment will be made for costs associated with or incidental to the furnishing and installing of the galvanized railing.

SECTION 01 22 00 Page 5

1.4.16 Stainless Steel Railing (Line Item 0022)

Payment will be made for costs associated with or incidental to the furnishing and installing of the stainless steel railing.

1.4.17 Culvert Precast Headwall (Line Item 0023)

Payment will be made for costs associated with or incidental to the furnishing and installing of the culvert precast headwalls, including manatee screen slot, manatee screen, HDPE seal plate, and stainless steel anchors.

1.4.18 HDPE Culvert (Line Item 0024)

Payment will be made for costs associated with or incidental to the furnishing and installing of the HDPE culvert, including pipe flanges connection to headwall, joints, flowable fill, and testing.

1.4.19 Slide Gate with Actuator and Position Indicator (Line Item 0025)

Payment will be made for costs associated with or incidental to the furnishing, and installation of the slide gate, actuator, and position indicator, including testing of the gate, actuator, and position indicator.

1.4.20 Stilling Wells (Line Item 0026)

Payment will be made for costs associated with or incidental to furnishing and installation of stilling wells, including metal grates, pre-cast concrete piles, instrumentation, and hand-rails.

1.4.21 Control Building (Line Item 0027)

Payment will be made for costs associated with or incidental to furnishing and installation of the control building, construction of the foundation, door, portable ladder port and fall arrest anchor, mechanical (HVAC) equipment, electrical, and telecomunication equipment.

1.4.22 Tremie (Line Item 0028)

Payment will be made for the costs associated with or incidental to furnishing and installation of tremie.

1.4.23 Steel Sheet Pile and King Piles (Line Item 0033)

Payment will be made for all costs associated with or incidental to furnishing and installing sheet piling, king piles, and pile caps.

Payment will cover all costs of furnishing, handling, storing, and installing piling, including placing, driving, cutting holes and other materials and incidental work.

1.4.24 Staff Gauges (Line Item 0034)

Payment will be made for costs associated with or incidental to furnishing and installation of staff gauges.

1.4.25 Floating Debris Barrier (Line Item 0035)

Payment will be made for costs associated with or incidental to furnishing and installation of floating debris barriers, including metal anchor

SECTION 01 22 00 Page 6 piles, metal anchor connections to sheetpile wingwalls, and relocation of existing anchor piles. Payment will be made for all costs associated with or incidental to furnishing and installing HP piling. Payment will cover all costs of furnishing, handling, storing, and installing piling, including placing, driving, cutting holes, and other materials and incidental work.

1.4.26 Security Fencing (Line Item 0036)

Payment will be made for costs associated with or incidental to the furnishing and installing of the security fencing.

1.4.27 FDOT Guard Rail (Line Item 0037)

Payment will be made for costs associated or incidental to the furnishing and installing of the FDOT Guard Rail.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items. This includes all testing, training, and commissioning.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation and Disposal (Line Item 0005)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; excavation, hauling and stockpiling of topsoil; disposal of all unsuitable excavated materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; and, debris removal.

1.5.1.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by the volume in-place prior to excavation with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before excavation, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that excavation is complete to the required finished grades, and that tolerances have not been exceeded. Excavation below required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of

SECTION 01 22 00 Page 7 required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Clearing and Grubbing (Line Item 0006)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to clearing and grubbing; transportation and disposal of materials; hauling and stockpiling of topsoil; and transportation and disposal of non-organic debris.

1.5.2.2 Measurement

Total amount of area to be paid for under this contract will be measured by the area of land cleared and grubbed, determined by land survey.

1.5.2.3 Unit of MEasurement

Acre.

1.5.3 Top Soil and Sodding (Line Item 0009)

1.5.3.1 Payment

Payment will be made for preparing and reconditioning the underlying layer; for furnishing all material, equipment, sod, topsoil, and tools;

and other incidentals necessary to complete the work required by Section 32 92 23 SODDING. No payment will be made for non-established or defective areas until corrected.

1.5.3.2 Measurement

Measurement of top soil and sod will be made by the area placed and established, measured by survey.

1.5.3.3 Unit of Measure

Square yard.

1.5.4 Contracting Officer's Field Office (Line Item 0012)

1.5.4.1 Payment

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract. Payment will not be made for this line item if construction extends beyond required contract completion as a result of contractor delays; however, the office must still be made available for use by the Government.

SECTION 01 22 00 Page 8

1.5.4.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract. Payment will not be made for this line item if construction extends beyond required contract completion as a result of contractor delays; however, the office must still be made available for use by the Government.

1.5.4.3 Unit of Measure

Month.

1.5.5 Partnering Regroup (Line Item 0013)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. This line item is not subject to the VARIATION IN ESTIMATED QUANTITY clause, and the Contractor will only be paid for the actual number of partnering regroups conducted. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.5.2 Measurement

The basis for payment will be for the completion of each partnering regroup meeting and Government receipt of all completed work products.

1.5.5.3 Unit of Measure

Each.

1.5.6 Remote Telemetry Unit (RTU) for Pump Station S-705 (Line Item 0014)

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to the furnishing and installation of the Motorola ACE3600 RTU Remote Telemetry Unit) at each pump station, including programming, setup, and testing of the RTU.

1.5.6.2 Unit of Measure

Each.

1.5.7 Embankment Fill (Line Item 0029)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to borrow, transportation, and placement of embankment or other fill to the lines and grades shown on the drawings. Payment under this line item includes compaction and placement of subgrades for roads, foundations, embankments and revenments.

SECTION 01 22 00 Page 9

1.5.7.2 Measurement

The basis for payment will be the amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before fill placement, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded. Fill above required finished grades will not be included in quantities calculated for final payment.

The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.7.3 Unit of Measure

Cubic yard.

1.5.8 #57 Stone (Line Item 0030)

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to procuring, transporting and placement of #57 stones to the lines and grades shown on the drawings.

1.5.8.2 Measurement

Measurement will be made by the volume of stone placed, measured by survey.

1.5.8.3 Unit of Measure

Square yard.

1.5.9 Limerock Surface (Line Item 0031)

Payment will be made for costs associated with or incidental to processing, transportation, and placement of aggregate surface coarse (limerock) to the neat lines and grades shown on the drawings. Compaction and placement of the subgrade will not be paid for under this line item.

Payment shall also include all costs associated with or incidental to reconstruction of levee crown road, ramps and any road leading into the work area damaged as a result of construction.

1.5.9.1 Payment

Measurement will be made by area of limerock placed, measured by survey.

SECTION 01 22 00 Page 10

1.5.9.2 Measurement

Square yard.

1.5.10 Riprap Revetment (Line Item 0032)

1.5.10.1 Payment

Payment will be made for costs associated with or incidental to processing, transportation, and placement of permanent geotextile, bedding stone and import riprap on the restored embankment slope and the restored channel to the lines and grades shown on the drawings. Compaction and placement of the subgrade will not be paid for under this line item.

1.5.10.2 Measurement

Measure riprap for payment by the area of riprip placed, measured by survey.

1.5.10.3 Unit of Measure

Square yard.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "Request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Working/current as-built drawings

g. Environmental reports

Once the complete pay application package is received to include the Contractor's signed ENG 93, the 14 calendar days will commence.

SECTION 01 22 00 Page 11

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 12

SECTION TABLE OF CONTENTS

DIVISION 25 - INTEGRATED AUTOMATION

SECTION 25 14 01

PUMP STATION INSTRUMENTATION AND CONTROL PANELS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SYSTEM DESCRIPTION

1.3.1 General Requirements

1.3.1.1 Single I&C Subcontractor

1.3.2 Operation

1.3.3 Points

1.4 SUBMITTALS

1.5 SITE ENVIRONMENTAL CONDITIONS

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

2.1.1 Standard Products

2.1.2 Nameplates

2.2 GENERAL REQUIREMENTS

2.3 MONITORING AND CONTROL PARAMETERS

2.3.1 Stilling Wells

2.3.2 Liquid Service

2.3.3 Level Instrumentation

2.3.3.1 Shaft Encoder Type Level Transmitter

2.3.3.2 Displacement Type Level Switch

2.3.3.3 Ultrasonic Level Sensor

2.3.4 Temperature Instrumentation

2.3.4.1 Fluid Temperature Range

2.3.4.2 Resistance Temperature Detector (RTD)

2.3.4.3 Continuous Averaging RTD

2.3.5 Electrical Instrumentation

2.3.5.1 Hour Meter

2.3.6 Miscellaneous Measurements

2.4 CONTROL PANELS

2.4.1 Components

2.4.1.1 Enclosures

2.4.1.2 Controllers

2.4.1.3 Standard Indicator Light

2.4.1.4 Selector Switches

2.4.1.5 Push Buttons

2.4.1.6 Relays

2.4.1.7 Terminal Blocks

2.4.2 Panel Assembly

2.4.2.1 LIGHTNING/SURGE PROTECTION:

2.4.3 Working Voltages

2.4.4 Electrical Requirements

2.4.5 Power Line Conditioner

SECTION 25 14 01 Page 1

2.4.5.1 85 Percent Load

2.4.5.2 Load Changes

2.4.6 Grounding

2.4.7 Convenience Outlet

2.4.8 Panel Interior Light

2.4.9 Ventilation System

2.5 SCADA SYSTEM EQUIPMENT

2.5.1 Programmable Logic Controller (PLC)

2.5.2 Uninterruptible Power Supply

2.5.3 CCTV / Network Rack

2.6 FACTORY TEST

2.6.1 Factory Test Setup

2.6.2 Factory Test Procedure

2.6.3 Factory Test Reports

PART 3 EXECUTION

3.1 EQUIPMENT INSTALLATION REQUIREMENTS

3.1.1 Installation

3.1.1.1 Isolation, Penetrations and Clearance from Equipment

3.1.1.2 Device Mounting

3.1.1.3 Grooved Mechanical Joints

3.1.2 Sequences of Operation

3.2 INSTALLATION OF EQUIPMENT

3.2.1 Control Panels

3.2.2 Level Instruments

3.2.2.1 Shaft Encoder Type Level Transmitter

3.2.2.2 Displacement Type Liquid Level Switch

3.2.3 Temperature Instrument Installation

3.2.3.1 RTD

3.2.3.2 Temperature Switches

3.2.3.3 Thermometers and Temperature Sensing Elements

3.2.4 Electric Power Devices

3.2.4.1 Potential and Current Transformers

3.2.4.2 Hour Meters

3.2.4.3 Watt-hour Meters

3.2.4.4 Transducers

3.2.4.5 Current Sensing Relays and Current Transducers for Motors

3.2.5 Output Devices

3.2.6 Enclosures

3.2.7 Transformers

3.3 WIRE, CABLE AND CONNECTING HARDWARE

3.3.1 Metering and Sensor Wiring

3.3.1.1 Power Line Surge Protection

3.3.1.2 Sensor and Control Wiring Surge Protection

3.4 SOFTWARE INSTALLATION

3.5 CONTROL DRAWINGS

3.6 INSTALLATION, CALIBRATION, ADJUSTING, AND PRELIMINARY TESTS

3.6.1 Interlock Testing, Loop Validation Testing

3.7 COMMISSIONING

3.7.1 Pre-Functional Test and Checks

3.7.2 Functional Performance Test Procedure

3.7.3 Endurance Test Reports

3.7.3.1 Phase I (Testing)

3.7.3.2 Phase II (Assessment)

3.7.3.3 Exclusions

3.8 MANUFACTURERS' FIELD SERVICES

3.9 FIELD TRAINING

3.9.1 Preliminary Operator Training

SECTION 25 14 01 Page 2

3.9.2 Additional Operator Training

3.9.3 Maintenance Training

3.10 CLOSE OUT

-- End of Section Table of Contents --

SECTION 25 14 01 Page 3

SECTION 25 14 01

PUMP STATION INSTRUMENTATION AND CONTROL PANELS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. The contractor is required to obtain and comply with the latest District's standards for communications, data processing, and electronics at time of execution.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ASTM INTERNATIONAL (ASTM)

ASTM A312/A312M (2017) Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C37.90 (2005; R 2011) Standard for Relays and Relay Systems Associated With Electric Power Apparatus

IEEE C62.41.1 (2002; R 2008) Guide on the Surges Environment in Low-Voltage (1000 V and Less) AC Power Circuits

IEEE C62.41.2 (2002) Recommended Practice on Characterization of Surges in Low-Voltage (1000 V and Less) AC Power Circuits

IEEE 100 (2000; Archived) The Authoritative Dictionary of IEEE Standards Terms

IEEE 142 (2007; Errata 2014) Recommended Practice for Grounding of Industrial and Commercial Power Systems - IEEE Green Book

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

NEMA 250 (2018) Enclosures for Electrical Equipment (1000 Volts Maximum)

ANSI C12.1 ((2014; Errata 2016) Electric Meters - Code for Electricity Metering

NEMA ICS 1 (2000; R 2015) Standard for Industrial Control and Systems: General Requirements

NEMA ICS 2 (2000; R 2005; Errata 2008) Industrial

SECTION 25 14 01 Page 4

Control and Systems Controllers, Contactors, and Overload Relays Rated 600 V

NEMA ICS 4 (2015) Application Guideline for Terminal Blocks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2019; TIA 19-1; TIA 19-2; TIA 19-3; TIA

19-4; ERTA 1 2019) National Electrical Code

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST SP 250 (1991) Calibration Services Users Guide

UNDERWRITERS LABORATORIES (UL)

UL 1059 (2001; Reprint Dec 2017) UL Standard for Safety Terminal Blocks

UL 508 (2018) UL Standard for Safety Industrial Control Equipment

1.2 DEFINITIONS

Definitions, Symbols, and engineering unit abbreviations shall conform to IEEE 100 , as applicable.

1.3 SYSTEM DESCRIPTION

The Pump Station instrumentation and control system shall be used to monitor and control the operation of equipment as specified and in accordance with the sequence of control and on the drawings. The control system shall provide for operator interaction, overall control system supervision, and equipment control and monitoring. Provide hardware configured and sized to support expansion as specified and shown on the drawings.

The intent of this specification is to specify the equipment associated with the pump station, gated structure, and equipment installed inside the control building, unless specifically stated otherwise.

The overall control and SCADA system includes, in general, installation of the equipment required to connect, monitor and control the pump station, gated structure, and the stilling wells locally. This includes installation, testing, commissioning and providing the specified documentation. Additional work includes fabrication, installation, and testing of the Motorala ACE 3600 RTU.

1.3.1 General Requirements

Requirements specified in the Conditions of the Contract and Division 1 form a part of this Section. The Contractor shall furnish, install and place into service operating process instrumentation, control systems and panels including accessories, related to this facility, all as shown on plans and specified herein. The Control System as specified in this section and Section 25 31 01 STRUCTURE REMOTE TERMINAL UNIT (RTU) - MOTOROLA, for each pump station, shall be provided, installed, configured, programmed, tested and commissioned by a Single I&C Sub-Contractor. The

SECTION 25 14 01 Page 5

Single I&C Sub-Contractor shall build and install the Station Control Center.

Work Includes: Engineering, furnishing, installing, calibrating, adjusting, testing, documenting, starting up, and Government training for a complete Instrumentation and Control System.

Major parts are:

a. Instrumentation including primary elements, transmitters, and control devices.

b. Control Panels.

c. Programmable Logic Controller.

d. Programming and Testing.

e. Single I&C Sub-Contractor Work Scope

f. For I&C equipment and ancillaries provide the following:

1. Completing detail design.

2. Required Submittals.

3. Equipment and ancillaries.

4. Instructions, details, and recommendations to, and coordination with, Contractor for proper installation.

5. Verify readiness for operation.

6. Verify the correctness of final power and signal connections.

7. Adjusting and calibrating.

8. Starting up.

9. Testing and coordination of testing.

10. Training.

g. Verify following work not provided by the Single I&C Sub-Contractor is provided:

1. Correct type, size, and number of signal wires with their raceways.

2. Correct electrical power circuits and raceways.

3. Correct size, type, and number of I&C related pipes, valves, fittings, and tubes.

4. Correct size, type, materials, and connection of process mechanical piping for in line primary elements.

h. For equipment not provided by the Single I&C Sub-Contractor, but directly connected to equipment required by I&C Sub-Contractor:

SECTION 25 14 01 Page 6

1. Obtain from Contractor, manufacturer's information on installation, interface, function, and adjustment.

2. Coordinate with Contractor to allow required interface and operation with I&C System.

3. For operation and control, verify that installations, interfacing signal terminations, and adjustments have been completed with manufacturer's recommendations.

4. Test to demonstrate required interface and operation with I&C System.

5. Examples of items in this category include, but are not limited to the following: valve operators, position switches, and controls, motor control centers, adjustable speed drive systems, Examples of items not in this category, Internal portions of equipment provided under Division 26, Electrical, that are not directly connected to equipment under I&C System, internal portions of I&C Systems provided as part of package systems and that are not directly connected to equipment provided under I&C System, wiring external to equipment provided by Single I&C Sub-Contractor, Special control and communications cable: Provided by Single I&C Sub-Contractor.

1.3.1.1 Single I&C Subcontractor

The Contractor shall assign to the Single I&C Sub-Contractor full responsibility for the functional operation of all new instrumentation systems. The Contractor shall have said Sub-Contractor perform all engineering necessary in order to select, furnish, program, supervise installation, connect, calibrate, and place into operation all sensors, instruments, alarm equipment, control panels, accessories, and all other equipment as specified herein. The Single I&C Sub-Contractor shall have a maintenance office within a 200 mile radius of the project.

The Single I&C Sub-Contractor shall demonstrate his ability to successfully complete projects of similar sizes and nature. Provide references (including phone number and contact name) for at least three projects successfully completed in which the following tasks were performed: system engineering, documentation including panel assembly, schematics and wiring diagram, programming, field testing, calibration and start up, operator instruction and maintenance training. The foregoing shall enable the Contractor and USACE to be assured that the full responsibility for the requirements of this Section shall reside in an organization which is qualified and experienced in the water management field and its process technology on a functional systems basis. The Single I&C Sub-Contractor shall have a U.L. approved shop and shall build all panels according to UL 508 .

1.3.2 Operation

The control system provided under this specification shall operate using direct digital control (DDC) algorithms or ladder logic type and supervisory control to provide the required sequences of operation. Input data to the controller shall be obtained by using instruments and controls interfaced to mechanical, electrical, utility systems and other systems as shown and specified. All required setpoints, settings, alarm limits, and sequences of operation shall be as identified sequences of operation shown

SECTION 25 14 01 Page 7 on the drawings. The number and location of control panels shown on drawings shall be provided as a minimum.

1.3.3 Points

Inputs to and outputs from the control system shall be in accordance with the P&ID drawings and manufacturer's requirements and recommendations.

Each connected analog output (AO), analog input (AI), digital output (DO), digital input (DI), pulse accumulator (PA) input and other input or output device connected to the control system shall represent a "point" where referred to in this specification.

1.4 SUBMITTALS

The Contractor shall submit detailed Shop Drawings and data prepared and organized by the Single I&C Sub-Contractor designated at the time of bidding. These Drawings and data shall be submitted as a complete bound package at one time.

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Installation ; G, DO

Wiring Schematics and Installation Drawings ; G, DO

Detail drawings containing complete piping, wiring schematics, panel layouts flow diagrams and any other details required to demonstrate that the system has been coordinated and shall properly function as a unit. Piping and Instrumentation (P&ID) drawings shall be prepared using industry recognized device symbols, be clearly defined, the describing piping designations shall define the service and materials of individual pipe segments, and the instrument tags shall employ Instrument Society of America suggested identifiers. Include in the Drawings, as appropriate: a drawing index; a list of symbols; a series of drawings for each control system and control panel using abbreviations, symbols, nomenclature and identifiers as shown;

valve schedules; compressed instrument air station schematics and ASME air storage tank certificates for each type and make of compressed instrument air station.

Wiring Schematics and Installation Drawings showing definite diagrams for every instrumentation loop system. These diagrams shall show and identify each component of each loop or system using legend and symbols from ISA Standard S5.4, each having the format of ISA Standard S5.1 as used on the Project Drawing. (Each system or loop diagram shall be drawn on a separate Drawing sheet). All abbreviations shall be indicated and spelt out on an abbreviations sheet.

Drawings showing both schematic and wiring diagrams for control circuits. Complete details on the circuit interrelationship of all devices within and outside each control panel shall be

SECTION 25 14 01 Page 8 submitted using schematic control diagrams. Piping and wiring diagrams shall consist of component Layout Drawings to scale, showing numbered terminals on components together with the unique number of the wire to be connected to each terminal. Piping and wiring diagrams shall show terminal assignments from ail primary measurement devices, such as flow meters, and to all final control devices, such as pumps, valves, and chemical feeders. The Contractor shall furnish all necessary equipment supplier's Shop Drawings to facilitate inclusion of this information by the Single I&C Sub-Contractor. Schematic and wiring diagram criteria shall be followed as established in NEMA Standards Publication ANSI/NEMA 1CS 1 1978, "Industrial Control and Systems."

Assembly and Construction Drawings for each control panel and for other special enclosed assemblies for field installation.

These Drawings shall include dimensions, identification of all components, surface preparation and finish data, nameplates, and the like. These Drawings also shall include enough other details, including prototype photographs, to define exactly the style and overall appearance of the assembly; a finish treatment sample shall be included.

Installation, mounting and anchoring details for all components and assemblies to be field mounted, including conduit connection or entry details.

Complete and detailed bills of materials. A master Bill of Materials listing all field mounted devices, control panels and other equipment that shall be shipped to the job site. A Bill of Materials for each control panel listing all devices within the panel.

Provide control and instrumentation Conduit Schedule with labeling and description of end points.

SD-03 Product Data

Cut Sheets ; G, DO

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment required for the work.

Catalog Cut Sheets of all of the components required to complete the system. Must identify the complete ordering part number and demonstrate the component meets the specification. Must include warranty language when the contract requires extended product warranties.

a. The Cut Sheets shall show:

1. Component function description used herein and on the Drawings;

2. Manufacturer's model number or other product designation;

3. Project tag number used herein and on the Drawings;

SECTION 25 14 01 Page 9

4. Project system loop of which the component is a part;

5. Project location or assembly at which the component is to be installed;

6. Input and output characteristics;

7. Scale range and units (if any) and multiplier (if any);

8. Requirements for electric supply (if any);

9. Requirements for air supply (if any);

10. Materials of component parts to be in contact with, or otherwise exposed to, process media;

11. Special requirements or features

A complete index shall appear in the front of each bound submittal volume. A separate technical brochure or bulletin shall be included with each instrument data sheet.