B.08.02 W912EP20R0008, Solicitation Volume II (Ponce North Jetty).pdf

W912EP20R0008

Jacksonville District

Ponce de Leon Inlet, North Jetty Rehabilitation and Aid to Navigation Replacement

Volusia County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

Ponce de Leon Inlet, North Jetty Rehabilitation And Aid to Navigation Replacement

PROJECT TABLE OF CONTENTS

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

00 31 21 CONTROL MONUMENT DESCRIPTIONS

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 54 50 MARINE PLANT AND EQUIPMENT

01 57 20 ENVIRONMENTAL PROTECTION

01 71 23 FIELD SURVEYING AND ENGINEERING

DI VI SI ON 03 - CONCRETE

03 31 29 MARINE CONCRETE

DI VI SI ON 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 50 14 FIBER REINFORCED PLASTIC (FRP) COMPOSITE STRUCTURAL SHAPES

06 71 33 FIBER REINFORCED PLASTIC (FRP) LADDERS

06 73 01 FIBER REINFORCED PLASTIC (FRP) GRATING

06 82 14 FIBER REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS

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

35 31 19 ARMOR STONE FOR JETTY REPAIR

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: 872 1147 A

PID: DK6692

Stamping: 1147 A 1996 Stability: Monument will probably hold position well Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+)

Mark Condition: Good Description: Recovered as described. Contact the Coast Guard Base for access. 386-

428-9084 Observed: 2016-12-07T13:14:00Z

Source: OPUS - page5

1209.04 See Also 2016-07-21

STATION RECOVERY (2006)

THE MARK IS IN NEW SMYRNA BEACH, AT THE SOUTHWEST CORNER OF THE PONCE DE LEON

INLET COAST GUARD STATION (2999 NORTH PENINSULA AVENUE).

TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE OAK

AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH, GO EAST ON

STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI TO THE JUNCTION OF PENINSULA AVENUE

ON THE LEFT, TURN LEFT ON PENINSULA AVENUE AND GO NORTH FOR 0.6 MI TO THE

INTERSECTION OF STATE HIGHWAY 44 (FLAGLER AVENUE), CONTINUE NORTH ON PENINSULA

AVENUE FOR 2.0 MI TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD

STATION, PASSING THROUGH THE GATE, GO WEST FOR ABOUT 160.0 FT TO THE FIRST DRIVE

ON THE LEFT, TURN LEFT ON THE DRIVE AND GO SOUTH FOR ABOUT 160.0 FT TO THE

SEAWALL, JUST EAST OF THE BOAT RAMP AND THE END OF TRUCK TRAVEL, NOW BY

WALKING, GO WEST ABOUT 200.0 FT TO THE MARK NEAR THE SOUTHWEST CORNER OF AN

ASPHALT HELICOPTER PAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF

48.0 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED

0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED ABOUT 228.0 FT WEST OF NOS DISK 1 1973, ABOUT 208.0 FT WEST-NORTHWEST OF

THE AQUA TRAK (TIDE GAGE), 13.2 FT NORTHEAST OF THE SOUTHWEST CORNER OF THE

SEAWALL, 11.0 FT NORTHEAST OF A CARSONITE WITNESS POST, 10.3 FT NORTH OF THE

SOUTH EDGE OF THE SEAWALL AND 9.8 FT SOUTHWEST OF THE SOUTHWEST CORNER OF

THE HELICOPTER PAD.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

STATION RECOVERY (2016)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)

RECOVERED AS DESCRIBED.

SECTION 00 31 21 Page 2

SECTION 00 31 21 Page 3

Designation: 872 1147 1

PID: AQ1522

Stamping: 1 1973 Stability: May hold commonly subject to ground movement Setting: Retaining wall or concrete ledge

Mark Condition: Good Description: Recovered as described. Note that half the disk is covered by a new concrete seawall.

Observed: 2016-12-07T13:25:00Z

Source:

OPUS -

page5 1209.04

See Also 2006

STATION RECOVERY (2003)

THE MARK IS IN NEW SMYRNA BEACH.

TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE OAK

AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH, GO EAST ON

STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI TO THE JUNCTION OF PENINSULA AVENUE

ON THE LEFT. TURN LEFT ON PENINSULA AVENUE AND GO NORTH FOR 0.6 MI TO THE

INTERSECTION OF STATE HIGHWAY 44 (FLAGLER AVENUE). CONTINUE NORTH ON PENINSULA

AVENUE FOR 2.0 MI TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD

STATION, PASSING THROUGH THE GATE, GO WEST FOR ABOUT 160.0 FT TO THE FIRST DRIVE

ON THE LEFT. TURN LEFT ON THE DRIVE AND GO SOUTH FOR ABOUT 160.0 FT TO THE

SEAWALL, JUST EAST OF THE BOAT RAMP AND THE MARK, SET FLUSH IN THE TOP OF THE

SOUTH SEAWALL, NEAR THE SOUTHWEST CORNER OF A FUEL STORAGE AREA BARRIER

WALL, ABOUT 1.5 FT BELOW THE LEVEL OF THE DRIVEWAY.

THE MARK IS LOCATED ABOUT 380.0 FT SOUTHWEST OF TIDAL MARK 1147 B, ABOUT 228.0 FT

SOUTHEAST OF TIDAL MARK 1147 A, ABOUT 180.0 FT WEST OF THE SOUTHEAST END OF THE

SEAWALL, 56.5 FT NORTHEAST OF THE AQUATRAK (TIDE GAGE), 47.9 FT SOUTHWEST OF THE

SOUTHWEST CORNER OF THE FUEL STORAGE AREA BARRIER WALL 43.1 FT EAST OF THE

SOUTHEAST CORNER OF THE BOAT RAMP, 1.0 FT SOUTH OF A CARSONITE WITNESS POST

AND 0.9 FT NORTH OF THE NORTH FACE OF THE SEAWALL.

STATION RECOVERY (2016)

RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)

RECOVERED AS DESCRIBED.

https://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AQ1522

SECTION 00 31 21 Page 4

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject Plans and Specifications. The following water level datums are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

2. A technical review has been performed on the following data and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch Quality Control Certification.

a) Water Stages. Water levels in the project area are mainly affected by 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). The datums in Table 1 are taken from tide station 8721147 (Ponce de Leon Inlet South, Florida) and are based on a control tide station located in Port Canaveral, Florida. These values are applicable to areas landward of the inlet jetties. Table 2 provides datums taken from tide station 8721120 (Daytona Beach Shores, Florida), which are based on values from a control tide station located in Fernandina Beach, Florida. These values are applicable to areas seaward of the inlet jetties.

Both 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

Tide Station 8721147 (Ponce de Leon Inlet South, Florida) Lat 29° 3.8’N, Lon 80° 54.9’W

Mean Higher High Water (MHHW) = 3.46 Feet Mean High Water (MHW) = 3.18 Feet North American Vertical Datum 1988 (NAVD) = 2.57 Feet Mean Sea Level (MSL) = 1.67 Feet Mean Tide Level (MTL) = 1.66 Feet Mean Low Water (MLW) = 0.14 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

See next page for Table 2.

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

SECTION 00 33 50 Page 2

Table 2 Tide Station 8721120 (Daytona Beach Shores)

Lat 29° 8.8’N, Lon 80° 57.8’W

Highest Observed Water Level (09/03/1979) = 6.88 Feet Mean Higher High Water (MHHW) = 4.43 Feet Mean High Water (MHW) = 4.06 Feet North American Vertical Datum 1988 (NAVD) = 2.86 Feet Mean Tide Level (MTL) = 2.10 Feet Mean Sea Level (MSL) = 2.07 Feet Mean Low Water (MLW) = 0.15 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (01/09/1978) = -2.24 Feet

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/.

b) 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 to Key West, U.S.

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:

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

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. The closest of these stations (63428) lies approximately 12 miles east of the project site. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period extending from 1980-2014, at a station located in 23 meters (76 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/ .

http://tidesandcurrents.noaa.gov/ https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html http://wis.usace.army.mil/

SECTION 00 33 50 Page 3

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.

c) 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 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 New Smyrna Beach Marine Discovery Station is the closest NOAA rain gage in proximity to the project location.

Summary of Monthly Normals is provided over the period of record from 1981 through 2010.

This station is located at latitude 29.0361° N, longitude -80.9180°W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Adverse Weather

1.2.2 Unusually Severe Weather

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Performed by Others

1.4 SUBMITTALS

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

1.7 PHYSICAL DATA

1.7.1 Physical Conditions

1.7.2 Weather, Water Stage and Tide Data

1.7.3 Surveys

1.7.4 Contractor Investigation

1.7.5 Maritime Traffic

1.7.6 Obstruction of Channel

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

1.10 LAYOUT OF WORK

1.10.1 Established Project Control

1.10.2 Layout

1.10.3 Survey

1.11 DAMAGE TO WORK

1.12 EXISTING WORK

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

1.13.1 Contractor Responsibility

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)

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

1.2.1 Adverse Weather

"Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.2.2 Unusually Severe Weather

"Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Work consists of repairs to restore the North Jetty at Ponce de Leon Inlet to its original profile and cross-section. Repairs will require substantial moving and manipulation of both new and existing stones to obtain the required interlocking within the tolerances provided. The originally constructed North Jetty is approximately 3,855 feet in length with a crest height of 7.2 feet above mean lower low water (MLLW) between stations 19+50 to 55+00 and transitioning from 7.2 to 10.2 from station 55+00 to station 58+05. The crest width varies from 10 to 14 feet and the north and south side slopes vary from 1V:1.5H to 1V:3H. Approximate locations of jetty rehabilitation are shown on the drawings. Mobilization of equipment and the construction necessary to repair the jetty shall be water-based and require the use of marine construction methods and equipment.

Work also consists of constructing a new concrete base for a United States Coast Guard (USCG) Aid to Navigation at the seaward extent of the existing jetty crest, and furnishing, constructing and attaching a new Aid to Navigation to the newly constructed base. Base construction and placement

SECTION 01 11 00 Page 2 will require removing and resetting surrounding existing armor stone so that the base is interlocked within the surrounding armor stone.

There is an existing concrete walkway running along the jetty crest terminating eastward at approximately station 44+45. This walkway is not part of the federal structure and the Contractor will not be responsible for any damage to it as a result of completing the work required in this contract. The Contractor will not be responsible for achieving design grade along the crest of the structure (i.e. under the concrete walkway) except between stations 52+15 to 55+20. Manipulation of stone near or partially along the crest may be necessary while completing the required work along the side slopes. The Contractor may remove sections of the walkway or leave it in its current condition and if necessary remove damaged pieces as work progresses. Any sections removed, or areas damaged such that they need to be removed, shall be transported and properly disposed of off-site at the Contractor's expense.

The Contractor shall be responsible for obtaining information concerning the marine work environment including rain, fog, existing depths, shoaling, scouring, wind, wave, current, and tide conditions that could influence safety and construction operations prior to submitting a proposal or bid.

The survey shown on the drawings and provided in the contract depicts the conditions at the time of survey collection. It is possible conditions have changed at the time of construction.

Estimated armor stone quantities were calculated based on 1) the absent volume between the design template neatline and the existing surface generated from the survey, and 2) the expected void space around the placed armor stones. The void space is estimated to be 25% of the absent space. The quantity estimations do not account for the volume between the design template neatline and the upper tolerance neatline. The quantity of material above design surface but below the tolerance shall not be taken into account in the event of a VEQ claim.

Allowable construction tolerances shall not be used to expand the footprint of work beyond the limits required to establish the finished grade shown on the drawings. Tolerances will be used as a means to provide minor flexibility with the construction without the need for the Contracting Officer to reject the work at each repair area over the possibility of a few select Armor Stone occasionally projecting above the neatline grade.

1.3.2 Location

Ponce de Leon Inlet North Jetty Work is located between the cities of Ponce Inlet and New Smyrna Beach in Volusia County, Florida.

1.3.3 Safety Requirements

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

1.3.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

SECTION 01 11 00 Page 3

1.4 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-02 Shop Drawings

Pre-Construction Photographic Survey Report ; G, RO

Submit as indicated in paragraph PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY below.

Pre-Construction Cross-Sections ; G, RO

Submit as indicated in paragraph PRE-CONSTRUCTION CROSS-SECTIONS below.

1.5 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.

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.7 PHYSICAL DATA

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

1.7.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys. See paragraphs PRE-CONSTUCTION PHOTOGRAPHIC SURVEY and PRE-CONSTRUCTION CROSS-SECTIONS below.

1.7.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA for applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The information provided does not preclude the Contractor from assessing and scheduling for adverse weather.

1.7.3 Surveys

Surveys are posted as separate electronic files. Survey numbers are indicated on the drawings.

SECTION 01 11 00 Page 4

1.7.4 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.

1.7.5 Maritime Traffic

Marine Traffic in the project area consists of commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.7.6 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

Prior to commencement of construction, the Contractor shall perform a pre-construction photographic survey at the project site to document the pre-construction condition of the North Jetty. The survey shall document the entire jetty, but special attention shall be focused on the condition of existing armor stones, especially armor stones in areas which are not to be rebuilt as part of this contract, but which the Contractor may wish to traverse with construction equipment or which may be subject to damages from other activities. This pre-construction photographic survey shall include still photographs and/or videos in sufficient quantity to fully document the existing conditions which may be impacted by construction activities. A written narrative shall be prepared by the Contractor which organizes and summarizes the findings of the pre-construction photographic survey photographs and/or videos. The written narrative, together with the photographs and/or videos, shall constitute a Pre-construction Photographic Survey Report , which shall be submitted to the Contracting Officer for approval. No on-site work shall be performed until this "Pre-construction Survey Report" has been approved.

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

a. Prior to the commencement of construction, the Contractor shall perform a pre-construction survey of the jetty.

b. The survey data collected for the cross-sections shall meet the requirements of subparagraph "As-Built Cross-Sections" under Section

01 71 23 FIELD SURVEYING AND ENGINEERING.

c. The Contractor shall process the survey data and prepare and submit drawings to the Contracting Officer showing each cross-section at each 10-foot interval along the established control line. The Contractor shall also submit all raw survey data, metadata and survey reports.

SECTION 01 11 00 Page 5

d. After the Contracting Officer has received and reviewed the submittal of the cross-section drawings and data, the Contractor and the Administrative Contracting Officer (ACO) will compare the pre-construction cross-sections with the extent of the repair work as shown on the construction drawings. The Contractor and the ACO shall also visually inspect the jetty, to the extent practicable, to determine if existing stone are less than the specified gradation for each area or have cracks and other flaws which may contribute to spalling or breakdown from handling and placing, such that they need to be removed and replaced with new armor stone. If it is found that areas of the jetty have deteriorated beyond the extents of the repair work, or less deterioration has occurred than originally estimated, new repair work extents shall be submitted and approved by the Contracting Officer. If it is agreed upon by the Contractor and the Contracting Officer that the repair work for any Work Area requires an increase or decrease of tonnage, then a revised tonnage shall be submitted by the Contractor for approval by the Contracting Officer.

If it is agreed upon by the Contractor and the ACO that the repair work for any Work Area requires an increase or decrease of tonnage, then a revised tonnage shall be submitted by the Contractor for approval by the Contracting Officer. If necessary, the work will be done at an equitable adjustment to the contract price in accordance with the Clause 52.243-4 CHANGES of Section 00700 CONTRACT CLAUSES.

1.10 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.

1.10.1 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 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.

1.10.2 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

SECTION 01 11 00 Page 6 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.

1.10.3 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 stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their 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. Such suspension will be withdrawn upon proper replacement of the construction control markers.

1.11 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 lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum 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 lump sum 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.

1.12 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.

SECTION 01 11 00 Page 7

1.13 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.

1.13.1 Contractor Responsibility

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. 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 unusually severe weather with the purpose to note 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 schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, 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 for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 11 00 Page 8

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 Aid to Navigation Base (Line Item 0005)

1.4.3 Aid to Navigation (Line Item 0006)

1.4.4 Environmental Species Monitoring (Line Item 0007)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Armor Stone

1.5.1.1 Covered Line Items

1.5.1.2 Payment

1.5.1.3 Measurement

1.5.1.4 Unit of Measure

1.5.2 Standby Time (Line Item 0008)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Partnering Regroup (Line Item 0009)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 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

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SECTION 01 22 00 Page 1

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 2

SD-07 Certificates

Request for Progress Payment ; G, RO

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

Weight Scales ; G, RO

For all weight scales used to weigh materials brought to the site for incorporation in this project, Certificates of Calibration testing shall be provided by the Contractor.

Weight Slips ; G, RO

The Contractor shall submit the original weight slips signed by the stone supplier's representative for each load of stone brought to the site for use on the project.

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)

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

1.4.2 Aid to Navigation Base (Line Item 0005)

Payment will be made for all costs associated with or incidental to construction of a new concrete base for the Aid to Navigation. A photograph of the previous navigation aid at the seaward extent of the

SECTION 01 22 00 Page 3 jetty is shown in the drawings.

1.4.3 Aid to Navigation (Line Item 0006)

Payment will be made for all costs associated with or incidental to construction of a new Aid to Navigation. A photograph of the previous navigation aid at the seaward extent of the jetty is shown in the drawings.

1.4.4 Environmental Species Monitoring (Line Item 0007)

Payment will be made for costs associated with or incidental to all environmental species monitoring indicated in 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 Armor Stone

1.5.1.1 Covered Line Items

Armor Stone A (Line Item 0002) Armor Stone B (Line Item 0003) Armor Stone C (Line Item 0004)

1.5.1.2 Payment

Payment will be made for costs associated with or incidental to reworking of existing stone, and furnishing, delivering and installing new armor stone materials required for repairing the jetty as shown on the drawings, and as specified in Section 35 31 19 ARMOR STONE FOR JETTY REPAIR.

Included in the unit cost is sampling and evaluation test section work (field quality control), providing and maintaining access to the work site(s), and noise control, barricades and signs, debris removal, obstruction of channel avoidance, dive reports, and surveys.

The Government will pay the contractor progress payments for that tonnage of stone delivered to the storage/staging area at 50 percent of the CLIN unit-price. The remaining 50 percent payment will be made upon final in-place acceptance by the Contracting Officer as verified by Government survey (see next subparagraph "Measurement" below). Payment will not be made for excess stone, unsuitable stone, or materials placed beyond the boundary of the rehabilitation areas shown on the drawings. If the initial 50 percent payment was already made for excess stone, unsuitable material, or misplaced stone, this payment amount will be deducted from future progress payments or final payment by utilizing weight slips signed by the armor stone supplier's representative. New stone placed completely

SECTION 01 22 00 Page 4 above or partially above the tolerance limits indicated in the drawings will be evaluated and determined by the Contracting Officer to either be reworked to be below the tolerance limits at no additional cost to the Government or deducted from payment.

Deduction of payment will only be for entire stones, and not for portions of stones that are above the tolerance limit. If there is excess stone for a Work Area that is unable to fit within the tolerance, and the Contractor has not yet qualified for all of the estimated tonnage agreed upon following the pre-construction survey (as described in Section 01 11 00 SUMMARY OF WORK, paragraph PRE-CONSTRUCTION CROSS SECTIONS), then the Contractor shall receive payment for the excess stone (up to the agreed amount). The Contractor will place the excess stone along the jetty at a location directed by the Contracting Officer.

1.5.1.3 Measurement

The total amount of material to be paid for under this item shall be measured by the ton with certified calibrated weight scales. Certificates of calibration for weight scales shall be provided by the Contractor. The Contractor shall weigh stone brought to the site, using certified weight scales, and shall provide to the Contracting Officer the original weight slips signed by the stone supplier's representative for each load. These signed weight slips shall be used as a basis of payment for this item.

For stones placed above or partially above the tolerance limit, please see previous subparagraph "Payment" above for direction.

If the new stone is unable to be identified, the weight of the stone will be determined by field inspection measurements by the Contracting Officer. The volume of the stone will be determined by multiplying the stone's measured volume by the density of the stone (165 lb/cf), and then divided by 2,000 lb/ton to calculate tonnage. The volume will be calculated by measuring at least three representative sides of the stone to determine the stone's nominal diameter. The volume is calculated using the nominal diameter as input into the general equation for a sphere.

In place acceptance shall be determined by Government survey of no more than four (4) separate surveys of acceptance sections during the performance period. The limits of these acceptance sections shall be determined by the Contractor prior to the commencement of construction.

When the area is found to be in a satisfactory condition, it will be accepted. Should more than four (4) Government surveys be required, the cost of each additional survey will be charged against the Contractor at the rate of $20,000 per survey. The Contractor shall give seven (7) calendar days advance notice, in writing, to the Contracting Officer's Representative of the need to perform the acceptance surveys.

1.5.1.4 Unit of Measure

Ton.

1.5.2 Standby Time (Line Item 0008)

1.5.2.1 Payment

Standby time is defined as when the plant and equipment is not in operation at the direction of the Contracting Officer or Administrative Contracting Officer yet remains on-site. Standby time will be utilized

SECTION 01 22 00 Page 5 only due to the presence of endangered species in the immediate area of operations, differing site conditions, security operations or other conditions as determined by the Contracting Officer. Standby time is not afforded for delays caused by adverse weather conditions. This line item is not subject to the variation in estimated quantity clause and payment will only be made for actual standby time required by the Contracting Officer. 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. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

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

1.5.2.3 Unit of Measure

Hour.

1.5.3 Partnering Regroup (Line Item 0009)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. 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.

1.5.3.2 Measurement

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

1.5.3.3 Unit of Measure

Each.

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.

SECTION 01 22 00 Page 6

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. Current as-built drawings.

Once the complete and accepted (by the Contracting Officer) pay application package is received, including the Contractor's signed ENG 93, the 14 calendar days will commence. The Contracting Officer may ask the Contractor to revise, re-date, and re-submit (including through RMS) any progress payment as necessary. Once the complete pay application package previously accepted by the Contracting Officer 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.

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SECTION 01 22 00 Page 7

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 Coordination with Other Contracts

1.3.2.1 Adjacent Contractor

1.3.3 Access by Others

1.3.4 Inspections by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Format and 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

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SECTION 01 30 00 Page 1

SECTION 01…