19R0021-MSMC_Seawall_Specs_v2_RTA.pdf

W912EP19R0021

Jacksonville District

Mount Sinai Medical Center, Continuing Authorities Program (Sec 14), Shoreline Protection

Miami-Dade County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Mount Sinai Medical Center, CAP Section 14 Shoreline Protection, Miami-Dade County, Florida

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT (SEE SEPARATE FILE)

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY MONITORING

01 78 02 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

DI VI SI ON 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: COAL TAR EPOXY SYSTEM

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 23 00 EXCAVATION AND FILL

31 41 16 METAL SHEET PILING

31 62 16 STEEL H-PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

PROJECT TABLE OF CONTENTS Page 1

32 92 23 SODDING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19 STONE PROTECTION FOR STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 00 31 21 Page 1

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

MTS 1

5/8” DIAMETER IRON ROD WITH ORANGE PLASTIC CAP BEING IMPRINTED: “LB 7232”.

NO OTHER DESCRIPTIVE TEXT AVAILABLE.

SECTION 00 31 21 Page 2

DESIGNATION - U 35

PID - AC2209

STATE/COUNTY- FL/MIAMI-DADE

MARKER: BENCH MARK DISK

SETTING: SET IN TOP OF CONCRETE MONUMENT

STAMPING: U 35 1933

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - July 31, 2012

STATION DESCRIPTION/RECOVERY (1993)

IN MIAMI, AT THE INTERSECTION OF NORTHEAST 4TH AVENUE AND NORTHEAST

55TH TERRACE, 15.3 M (50.2 FT) SOUTHWEST OF UNDERGROUND CABLE WARNING

MARKER NUMBER 1539, 13.6 M (44.6 FT) NORTHEAST OF THE CENTER OF

NORTHEAST 54TH STREET, 13.5 M (44.3 FT) EAST OF AND LEVEL WITH THE

AVENUE CENTER, 11.7 M (38.4 FT) WEST OF THE NEAR RAIL OF THE FLORIDA

EAST COAST RAILROAD, 9.0 M (29.5 FT) NORTH OF THE EXTENDED CENTER OF

THE TERRACE, 1.7 M (5.6 FT) NORTH OF THE NORTH END OF A GUARDRAIL,

0.3 M (1.0 FT) NORTH OF A WITNESS POST AND A ROUND CONCRETE SLAB, 0.3

M (1.0 FT) SOUTH OF A RAILROAD SIGNAL BASE, AND THE MONUMENT IS

RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.

STATION RECOVERY (2012)

RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (RLE)

RECOVERED IN GOOD CONDITION.

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

PART 1 GENERAL

1.1 Water Stages

1.2 Wind and Wave Data

1.3 Weather Conditions

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

DOCUMENT 00 33 50 Page 1

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

PART 1 GENERAL

1.1 Water Stages

Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following tables. All datum elevations in these tables are referred to mean lower low water (MLLW). This project location is located within Biscayne Bay in Miami Dade County. The datums in Table 1 are taken from tide station 8723165 (MIAMI BISCAYNE BAY FL) and are based on a control station in Key West, FL. This station is located approximately

3.5 miles southwest of the project area. The datums in Table 2 are based on tide station 8723089 (BISCAYNE CREEK, INTRACOASTAL WATERWAY FL) and are based on a control station in Miami Beach, FL. This station is located approximately 4.75 miles northwest of the project area. The tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS) and are applicable within the project vicinity. Additional information on these and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida.

Table 1: Tidal Datum Information for Station 8723165 (MIAMI BISCAYNE BAY

FL)

Highest Observed Water Level (09/16/1985) = 3.62 Feet Mean Higher High Water (MHHW) = 2.37 Feet Mean High Water (MHW) = 2.31 Feet NAVD88 = 2.11 Feet Mean Tide Level (MTL) = 1.22 Feet Mean Sea Level (MSL) = 1.22 Feet Mean Low Water (MLW) = 0.13 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (04/07/1985) = -1.13 Feet

Table 2: Tidal Datum Information for Station 8723089 (BISCAYNE CREEK, INTRACOASTAL WATERWAY FL)

Highest Observed Water Level (10/14/1970) = 3.35 Feet Mean Higher High Water (MHHW) = 2.35 Feet Mean High Water (MHW) = 2.29 Feet NAVD88 = 2.11 Feet Mean Sea Level (MSL) = 1.20 Feet Mean Tide Level (MTL) = 1.21 Feet Mean Low Water (MLW) = 0.13 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (02/10/1971) = -0.81 Feet

DOCUMENT 00 33 50 Page 2

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: http://tidesandcurrents.noaa.gov/.

1.2 Wind and Wave Data

The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry, VA to Key West, FL. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website: http://nauticalcharts.noaa.gov/.

2. U. S. Army Corps of Engineers' Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. WIS Station 63470 is located offshore of the project area. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 317 meters (1040 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website: http://wis.usace.army.mil/.

3. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is:

http://www.ndbc.noaa.gov/maps/Florida.shtml.

1.3 Weather Conditions

The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. The climate of the area is subtropical, and temperatures below freezing occur rarely. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually

DOCUMENT 00 33 50 Page 3 associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website http://www.ncdc.noaa.gov/cdo-web/ published by NOAA's National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological observations and data relevant to this region.

Available data includes quality controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 30-year climate normals.

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The Miami Beach, Florida Station is the closest NOAA rain gage in proximity to the project location. A summary of monthly normals is provided over the period of record from 1981 through 2010. This station is located at latitude 25.8063° N, longitude -80.1334° W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

DOCUMENT 00 33 50 Page 4

U.S. Department of Commerce Summary of Monthly Normals 1981-2010

Generated on 06/20/2019

National Centers for Environmental Information National Oceanic & Atmospheric Administration 151 Patton Avenue National Environmental Satellite, Data, and Information Service Asheville, North Carolina 28801

Current Location: Elev: 8 ft. Lat: 25.8063° N Lon: -80.1334° W Station: MIAMI BEACH, FL US USW00092811

Precipitation (in.)

Totals Mean Number of Days

Precipitation Probabilities Probability that precipitation will be equal to or less than the indicated amount

Means Daily Precipitation Monthly Precipitation

vs. Probability Levels

Month Mean >= 0.01 >= 0.10 >= 0.50 >= 1.00 0.25 0.50 0.75

01 2.09 6.9 3.6 1.3 0.7 0.88 1.44 2.31

02 2.33 6.1 3.8 1.3 0.6 0.95 1.58 3.58

03 3.00 7.2 4.4 1.9 1.0 1.46 2.44 4.05

04 3.20 6.2 4.3 1.8 1.0 1.30 3.21 4.69

05 4.98 9.1 5.8 2.8 1.6 2.42 3.44 7.05

06 8.27 14.8 9.9 5.0 2.6 4.04 8.20 11.85

07 4.35 12.4 7.6 2.7 1.1 2.29 4.02 5.05

08 6.37 14.6 9.6 3.7 1.7 3.97 6.16 8.73

09 7.88 15.1 10.3 4.4 2.5 4.25 7.32 9.78

10 4.47 12.1 7.6 2.9 1.3 2.26 4.06 6.15

11 2.74 8.7 5.0 1.5 0.7 1.31 2.13 3.78

12 2.05 7.0 3.7 1.1 0.5 0.61 1.25 2.60

Summary 51.73 120.2 75.6 30.4 15.3 25.74 45.25 69.62

-7777: a non-zero value that would round to zero

Empty or blank cells indicate data is missing or insufficient occurrences to compute value

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.2.5 Work Restrictions

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

1.9 LOCATION OF UNDERGROUND FACILITIES

1.9.1 Notification Prior to Excavation

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 UNITS OF MEASURE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

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 in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes installation of a new steel sheet pile seawall offset 18 inches from the existing seawall at the Mount Sinai Medical Center. The new seawall is comprised of approximately 3,200 linear feet of seawall, stone or select fill between the two seawalls, and a concrete cap.

Installation of an earthen plug in the south and concrete plug in the north will stop seawater from flanking this new seawall.

1.2.2 Location

The project site is located in the City of Miami Beach, Florida, on a barrier island bordered to the east by the Atlantic Ocean and to the west by Biscayne Bay. The project area is the property of Mount Sinai Medical Center, located directly north of Julia Tuttle Causeway and extending approximately 0.57 miles along the bayside of the island.

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.2.5 Work Restrictions

Normal duty hours shall be defined as daylight hours Monday through Friday. Requests for additional work outside these hours shall require written approval from the Contracting Officer forty-eight (48) hours in advance of the proposed work period. Contract duration was derived using five ten-hour work days, Monday through Friday.

SECTION 01 11 00 Page 2

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1. The time for completion does not include establishment of grass. Grass shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of grass as set forth in Section

32 92 23 SODDING.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each

SECTION 01 11 00 Page 3 tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

SECTION 01 11 00 Page 4

1.8 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

c. Remove or alter existing trees or landscaping between STA 04+00 and STA 27+00 as approved by the Contracting Officer. Refer to Appendix A - Mt. Sinai Tree Survey.

1.9 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 3 days prior to starting excavation work. Contact Florida utility prior to excavating. Contractor is responsible for marking all utilities not marked by Florida utility.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather

SECTION 01 11 00 Page 5 time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.10.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.11 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote both standard U.S.

system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S.

system.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 6

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 Earthen Plug (Line Item 0004)

1.4.3 Outfall (Line Item 0007)

1.4.4 Steel H-Piles (Line Item 0008)

1.4.5 Construction/Vibration Control and Monitoring (Line Item 0010)

1.4.6 Concrete Headwalls and Plug (Line Item 0006)

1.4.7 Turbidity Monitoring (Line Item 0011)

1.4.8 Endangered Species/Manatee Observers (Line Item 0012)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Steel Sheet Pile (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Weep Drains (Line Item 0003)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Structural Cast-in-Place Concrete - Cap (Line Item 0005)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Sod (Line Item 0009)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Standby Time (Line Item 0013)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Partnering Regroup (Line Item 0014)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 CO Field Office (Line Item 0015)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

SECTION 01 22 00 Page 1

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. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of job items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base.

SECTION 01 22 00 Page 3

SD-07 Certificates

Request for Progress Payment ; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

Weight Certificates ; G, RO

Certificates for materials to be paid for by weight.

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 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.

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 a list of pay activities, (Schedule of Values) to breakdown bid for each job CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). 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, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

a. Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Earthen Plug (Line Item 0004)

Payment will be made for costs associated with or incidental to transportation and placement of earthen plug, rip-rap, FS-2 stone, select material compaction, and geotextile fabric.

1.4.3 Outfall (Line Item 0007)

Payment will be made for costs associated with or incidental to placement of the outfall outer sleeves, cofferdam, and cast-in-place headwall.

1.4.4 Steel H-Piles (Line Item 0008)

Payment will be made for costs associated with and incidental to the

SECTION 01 22 00 Page 4 demolition and removal of the five existing battered concrete piles and the subsequent replacement with five vertical steel H-piles.

1.4.5 Construction/Vibration Control and Monitoring (Line Item 0010)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring. See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.4.6 Concrete Headwalls and Plug (Line Item 0006)

Payment will be made for costs associated with or incidental to the installation and placement of concrete for the concrete headwalls and plug.

1.4.7 Turbidity Monitoring (Line Item 0011)

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.

1.4.8 Endangered Species/Manatee Observers (Line Item 0012)

Payment will be made for costs associated with or incidental to endangered species observers. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

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.

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 Steel Sheet Pile (Line Item 0002)

1.5.1.1 Payment

Payment will be made for all costs associated with or incidental to installation of sheet pile and select fill.

1.5.1.2 Measurement

Sheet pile and select fill will be measured for payment by length of sheet pile installed, measured along the alignment of the seawall.

1.5.1.3 Unit of Measure

Linear Foot.

SECTION 01 22 00 Page 5

1.5.2 Weep Drains (Line Item 0003)

1.5.2.1 Payment

Payment will be made for costs associated with and incidental to installation of weep drains to include filter fabric and granular fill (Type II) material.

1.5.2.2 Measurement

Measurement will be made for the quantity of weep drains installed.

1.5.2.3 Unit of Measure

Each.

1.5.3 Structural Cast-in-Place Concrete - Cap (Line Item 0005)

1.5.3.1 Payment

Payment will be made for costs associated with and incidental to placement and completion of reinforced concrete required for the seawall cap and plug including but not limited to concrete mixture, reinforcement, waterstops, adhesive anchor, formwork, concrete placing, hooks bars, finishing, curing, joint sealant, joint filler, bond breaker, and testing. Two types of concrete cap exist as follows:

a. 2'6" square cap

b. A slightly larger fascia cap. The fascia cap includes an additional one cubic foot of concrete per LF.

1.5.3.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the linear foot of concrete placed along the length of the seawall. Payment will only be made for concrete placed in compliance with contract specifications and accepted.

1.5.3.3 Unit of Measure

Linear feet.

1.5.4 Sod (Line Item 0009)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to placement and establishment of sod or hydroseeding.

1.5.4.2 Measurement

Measurement will be made by the area of sod placed or hydroseed spread.

1.5.4.3 Unit of Measure

Square yards.

SECTION 01 22 00 Page 6

1.5.5 Standby Time (Line Item 0013)

1.5.5.1 Payment

Standby time, when exercised by the Contracting Officer, will be paid for each hour or part thereof that floating plant activities are not in operation. Standby time shall be utilized only in the presence of endangered species in the immediate area of the work operations, differing site conditions, security operations, or other conditions as determined by the Contracting Officer. It will not be utilized for delays caused by increased traffic as a result of any other conditions unless directed by the Contracting Officer. Standby time is not afforded for delays caused by adverse weather conditions or if the Contracting Officer determines the delay is caused by the Contractor operating in a negligent manner.

Payment will be made for costs associated with or incidental to standby of floating plant activities only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.5.2 Measurement

Standby Time, if required and implemented as described in Payment above, will be measured and paid for each hour or part thereof in 1/6 hour increments, or 10 minute intervals, that the marine construction activities are not in operation by request of the Contracting Officer.

1.5.5.3 Unit of Measure

Hour.

1.5.6 Partnering Regroup (Line Item 0014)

1.5.6.1 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.

1.5.6.2 Measurement

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

1.5.6.3 Unit of Measure

Each.

1.5.7 CO Field Office (Line Item 0015)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field office including all costs for rent and provision of all services

SECTION 01 22 00 Page 7 indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.7.2 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.

1.5.7.3 Unit of Measure

Month.

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.

h. Progress photos.

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

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.

SECTION 01 22 00 Page 8

-- End of Section --

SECTION 01 22 00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Access by Others

1.3.3 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.1.1 Contractor Responsibility

1.6.1.2 Tasks and Deliverables

1.6.2 Partnering Regroups

1.6.2.1 Contractor Responsibility

1.6.2.2 Tasks and Deliverables

1.6.3 Cancellation of Partnering Meeting or Regroup

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Contractor shall use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget. Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 04 CONTRACTOR QUALITY CONTROL.

1.2 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. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Draft Joint Risk Register

Contractor shall request a sample template from Contracting Officer Representative or receive Government approval for a Contractor's template form prior to submission. The draft template must be project oriented with potential joint risks that will become topics of discussions for the initial partnering meeting.

List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING of Section 00700 CONTRACT CLAUSES in Volume 1, and, if included, paragraph

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

As part of the initial project schedule, submit a list of proposed subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote.

SD-07 Certificates

Signature Authority

SECTION 01 30 00 Page 2

Furnish a power of attorney or a notarized letter of authority from Contractor identifying local representatives authorized to sign contract documents.

Drug-Free Work Place Record

Documentation of compliance with Clause DRUG-FREE WORKPLACE of Section 00700 CONTRACT CLAUSES in Volume 1 (see subparagraphs (b)(1) through (b)(7)).

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of Engineers' Resident Management System for construction information management. See Section 01 45 00 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

1.3.2 Access by Others

Maintain access to power poles and other items owned or operated by utility companies. Coordinate with utility companies as required for line marking, hookups, and relocations as needed to perform work. Incoming electrical utilities become the responsibility of Contractor at transformers. Coordinate emergency incident response with local law enforcement and fire rescue authorities. Notify Contracting Officer in writing of coordination problems encountered affecting work.

1.3.3 Inspections by Others

During construction period, inspection or maintenance work will be performed by others within the construction limits. The Contractor will be responsible for neatly mowing all grass and vegetation (not to include established trees or other protected vegetation designated as wetland areas) within the construction limits for the duration of the contract.

Areas not accessible to mowers shall be edged or trimmed neatly. Mowing or trimming shall be performed every three weeks or when vegetation exceeds twelve inches in height.

1.4 PROJECT MEETINGS

Contracting Officer requires following types of project meetings:

-- Preconstruction Conference -- Partnering Meeting -- Partnering Regroup Meetings -- Coordination Meeting -- Preparatory and Initial Phase meeting for each feature of work -- Project Progress Meetings

Project meetings are described in detail in subparts below.

1.5 PRECONSTRUCTION CONFERENCE

Contracting Officer will conduct a Preconstruction Conference for this project in accordance with Clause PRECONSTRUCTION CONFERENCE of Section 00700 CONTRACT CLAUSES in Volume 1. Preconstruction Conference will be held within 30 to 60 calendar days after Notice to Proceed (NTP) acknowledgment. (Refer to subparagraph "Preconstruction Conference

SECTION 01 30 00 Page 3

Submittals" below.) Contracting Officer will notify Contractor of time, place, and agenda. Contractor shall notify key subcontractors and suppliers to attend. Contracting Officer will discuss contract "ground rules" and general issues including:

-- Lines of Contracting Officer authority -- Lines of Contractor authority -- 00700 Contract Clauses -- 00800 Special Contract Requirements -- Contract Administration -- Progress Payment -- Correspondence Procedures -- Project Schedule -- Submittal Register -- Labor requirements -- General Site Safety -- FDEP Permit Requirements -- Joint Risk Management Processes

1.5.1 Preconstruction Conference Minutes

Contracting Officer will take detailed minutes of Preconstruction Conference discussions and may use an audio or video tape. Copies of typed minutes will be provided to the Contractor to review for accuracy, sign and return. Signed minutes become part of the contract file. Audio or video tapes if used will be made available for Contractor to review or copy at Area Office.

1.5.2 Preconstruction Conference Submittals

The timing of submission of submittals and completion of the Preconstruction Conference is intended to allow the Contractor and the Government adequate time to prepare for commencement of work. However, should the Contractor fail to submit required items and receive acceptance and/or approval within the times stated, the Contractor will not be permitted to commence work until these requirements have been satisfied.

Any delays attributable to the Contractor's failure to comply with these pre-work requirements shall be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. Submittals required by this Section are described in paragraph SUBMITTALS above.

1.5.2.1 Other Division 01 Submittals

The Contracting Officer reviews submitted draft plans to prepare Coordination Meeting agenda and understand Contractor procedures. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

-- Project Schedule - See Section 01 32 01 PROJECT SCHEDULE -- Diving Plan - See Section 01 35 25 OWNER SAFETY REQUIREMENTS -

DIVING

-- Accident Prevention Plan - See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS

-- Quality Control Plan - See Section 01 45 04 CONTRACTOR QUALITY

CONTROL

-- Temporary Facilities Plan - See Section 01 50 02 TEMPORARY

CONSTRUCTION FACILITIES

-- Traffic Control Plan - See Section 01 55 26 TRAFFIC CONTROL -- Environmental Protection Plan - See Section 01 57 20

SECTION 01 30 00 Page 4

ENVIRONMENTAL PROTECTION

1.5.2.2 Divisions 02 through 48 Submittals

In addition to the above, bring submittal items for materials, workmanship, plans or events required early in project schedule which are ready for transmittal to Contracting Officer. Prepare transmittal of submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.6 PARTNERING

Contracting Officer wants to have a bilateral project partnership with Contractor that draws on strengths of both organizations to identify and achieve common goals. Typical partnering goals include:

-- Effective and efficient contract performance -- Project completion on time and within budget -- Construction completed according to plans and specifications -- Development of cooperative management teams -- Project success with customer (stakeholders) satisfaction -- Improved Project communication -- Joint Risk Management Plan and Register

1.6.1 Initial Partnering Meeting

Contractor, key subcontractors and suppliers shall…