B.08.02 22R0007_StFrancisBarracks_RTA_Vol2_RTA_2022_Mar_11.pdf

W912EP-22-R-0007

St. Francis Barracks Seawall Improvements

Continuing Authorities Program (Sec-14) Shoreline Erosion Protection Project

St. Johns County, Florida

Construction Solicitation and Specifications Volume 2

See Volume 1 of 2 for issue date

St. Francis Barracks Seawall Improvements CAP (Sec-14), Shoreline Erosion Protection Project

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 01.10 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

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 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 78 02 CLOSEOUT SUBMITTALS

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 04 - MASONRY

04 03 00 CONSERVATION TREATMENT FOR PERIOD MASONRY

DI VI SI ON 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 23 00 EXCAVATION AND FILL

31 23 24 CONTROLLED LOW STRENGTH MATERIAL (CLSM FLOWABLE FILL)

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES AND FOUNDATION DRAINAGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W912EP22R0007

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

FOR

ST FRANCIS BARRACKS SEAWALL IMPROVEMENTS

Continuing Authorities Program (CAP)

Section 14 Project

Shoreline Erosion Protection Project

St. Johns County, Florida

CAP Section 14 Project

Section 00 31 21 page 1

DESIGNATION - J 15

PID - AQ0274

TIDAL BM - This is a Tidal Bench Mark.

MARKER: BENCH MARK DISK

SETTING: SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES

SP_SET: COLUMN BASE

STAMPING: 7.608 15 1932

MARK LOGO: CGS

MAGNETIC: N = NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - January 03, 2009

STATION DESCRIPTION

DESCRIBED BY COAST AND GEODETIC SURVEY 1957

AT ST. AUGUSTINE, AT THE NORTHEAST CORNER OF THE OLD SLAVE MARKET,

38.7 FEET SOUTH OF THE SOUTH CURB OF CATHEDRAL PLACE, 7.2 FEET WEST OF

THE WEST CURB OF CHARLOTTE STREET, FLUSH WITH THE BRICK FLOOR OF THE

AUCTION PAVILION, SET VERTICALLY IN THE NORTH SIDE OF THE CONCRETE

BASE OF THE NORTHEAST COLUMN OF THE PAVILION.

STATION RECOVERY (2007)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)

THE MARK IS IN SAINT AUGUSTINE, AT THE INTERSECTION OF KING AND

CHARLOTTE STREETS, CITY OF SAINT AUGUSTINE (GRANT).

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE

SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE

NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE

LEON BOULEVARD) FOR 1.95 MI TO THE INTERSECTION OF KING STREET, TURN

LEFT ON KING STREET AND GO EAST FOR 0.8 MI TO THE INTERSECTION OF

CHARLOTTE STREET AND THE MARK ON THE LEFT, SET VERTICALLY IN THE NORTH

FACE OF THE CONCRETE FOOTING FOR THE NORTHEAST COLUMN OF THE AUCTION

PAVILION OF THE OLD SLAVE MARKET ABOUT 1.6 FT ABOVE THE LEVEL OF THE

GROUND.

LOCATED 121.4 FT NORTH OF THE CENTERLINE OF KING STREET, 56.1 FT SOUTH

OF THE CENTERLINE OF CATHEDRAL PLACE, 21.0 FT WEST OF THE CENTERLINE

OF CHARLOTTE STREET AND 1.0 FT WEST OF THE NORTHEAST CORNER OF THE

COLUMN.

Section 00 31 21 page 2

DESIGNATION - J 15 (CONTINUED)

STATION RECOVERY (2020)

RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)

RECOVERED IN GOOD CONDITION.

Section 00 31 21 page 3

DESIGNATION - 872 0576 13

PID - AQ1533

TIDAL BM - This is a Tidal Bench Mark.

MARKER: SEE DESCRIPTION

SETTING: SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN

WITH SETTING: PAVEMENT

SP_SET: TOP OF BRONZE EAGLES HEAD

MARK LOGO: NOS

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

MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - February 11, 2020

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF NAT RES 1976

THE BENCHMARK IS A BRONZE MEMORIAL STATUE, UNSTAMPED, LOCATED AT THE

TOP OF THE HEAD OF THE BRONZE EAGLE (18 INCH WING SPREAD) AT THE

MEMORIAL FLAGPOLE IN THE CIRCLE BETWEEN CHARLOTTE STREET, CATHEDRAL

PLACE, AND AVENIDA MENENDEZ. ON THE SOUTH SIDE OF THE BRONZE FLAGPOLE

BASE. ABOUT 55 FEET EAST OF CENTERLINE OF CHARLOTTE STREET, ABOUT 50

FEET NORTH OF CENTERLINE OF CATHEDRAL PLACE. ABOUT 5 FEET ABOVE

SIDEWALK.

STATION RECOVERY (2007)

RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)

THE MARK IS IN SAINT AUGUSTINE, AT THE INTERSECTION OF CATHEDRAL PLACE

AND CHARLOTTE STREETS, CITY OF SAINT AUGUSTINE (GRANT).

TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE

SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE

NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE

LEON BOULEVARD) FOR 1.95 MI TO THE INTERSECTION OF KING STREET, TURN

LEFT ON KING STREET AND GO EAST FOR 0.85 MI TO THE JUNCTION OF AVENIDA

MENENDEZ, TURN LEFT ON AVENIDA MENENDEZ AND GO NORTH FOR 0.05 MI TO

THE JUNCTION OF CATHEDRAL PLACE ON THE LEFT AND THE MARK ON THE LEFT,

THE BENCHMARK IS A BRONZE MEMORIAL STATUE, UNSTAMPED, APPROXIMATELY

5.0 FT ABOVE THE LEVEL OF THE SIDEWALK.

LOCATED AT THE TOP OF THE HEAD OF THE BRONZE EAGLE (18 INCH WING

SPREAD) AT THE MEMORIAL FLAGPOLE IN THE CIRCLE BETWEEN CHARLOTTE

STREET, CATHEDRAL PLACE AND AVENIDA MENENDEZ, ON THE SOUTH SIDE OF THE

BRONZE FLAGPOLE BASE, APPROXIMATE 55.0 FT EAST OF THE CENTERLINE OF

Section 00 31 21 page 4

DESIGNATION - 872 0576 13 (CONTINUED)

CHARLOTTE STREET AND APPROXIMATE 50.0 FT NORTH OF THE CENTERLINE OF

CATHEDRAL PLACE.

STATION RECOVERY (2020)

RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)

RECOVERED IN GOOD CONDITION.

Section 00 31 21 page 5

DESIGNATION - BM2 DSI ND

- AND -

DESIGNATION - BM5 DSI IPS

MARKS ARE LOCATED AT “VILANO LANDING” ON MAY STREET (VILANO

CAUSEWAY/A1A), 0.7 MILES EAST FROM THE INTERSECTION OF MAY STREET AND

SAN MARCO AVE, IN ST. AUGUSTINE FLORIDA. REFER TO PUBLISHED

COORDINATES ON PLAN SHEETS FOR SURVEYED POSITIONS.

Section 00 31 21 page 6

DESIGNATION - DSI PT#6 NDS

- AND -

DESIGNATION - DSI PT#7 NDS

MARKS ARE LOCATED ALONG MARINE STREET BETWEEN ST. FRANCIS AND SAN

SALVADOR STREETS IN ST. AUGUSTINE FLORIDA. REFER TO PUBLISHED

COORDINATES ON PLAN SHEETS FOR SURVEYED POSITIONS.

Section 00 31 21 page 7

Section 00 33 50 Page 0

SECTION 00 33 50

WEATHER, WATER STAGE AND TIDE DATA

ST. FRANCIS BARRACKS SEAWALL

IMPROVEMENTS

Continuing Authorities Program (CAP)

Section 14 Project

St Johns County, Florida

CAP Section 14 Shoreline Erosion Protection Project, Section 00 33 50 Page 1

1. The following water stage, wind, wave, and weather data are provided for the subject project’s DDR. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying. Notably, a technical review was 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 rainfall, wind, and semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Table 1. The elevations in Table 1 are taken from NOAA’s Tide Station 8720576 (St. Augustine, FL).

These datums are based on a two-year analysis (1 January 1977 to 31 December 1978) from a gauge in the Intracoastal Waterway (ICWW) roughly 0.2 miles north of the project area in St. Augustine, Florida. They are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near Mayport, Florida (NOAA Tide Station 8720220). Additional data on stations in the vicinity of the subject project area can be found at the following website:

https://tidesandcurrents.noaa.gov/map/index.html?region=Florida.

Figure 1. NOAA Tide Stations in the Vicinity of St. Augustine, Florida https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

Section 00 33 50 Page 2

Table 1. Datums from NOAA Station 8720576 (St. Augustine, FL)

Location: 29° 53.5' N, 81° 18.6' W Analysis Period: Jan. 1977 - Dec. 1978

Datum Elevation (ft-MLLW) Highest Observed (11/3/1978) 7.06 Mean Higher-High Water (MHHW) 4.98 Mean High Water (MHW) 4.64 North American Vertical Datum of 1998 (NAVD) 2.93 Mean Sea Level (MSL) 2.43 Mean Tide Level (MTL) 2.40 Mean Low Water (MLW) 0.17 Mean Lower-Low Water (MLLW) 0.00 Lowest Observed (4/5/1977) -2.65

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, are included in the publication East Coast of North and South America Tide Tables, United States (U.S.) Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean tide levels, diurnal tide ranges, and some astronomical data (sunrise, sunset, moonrise, and moonset). Of note, tidal data provided in this publication are also listed at the following website:

https://tidesandcurrents.noaa.gov/tide_predictions.html.

b) Wind and Wave Data. The publications in this section include wind and wave information in the vicinity of the project area. They are available for review at the websites or agencies indicated.

i. 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 is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

ii. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S. Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station 63417 is in roughly 20.0 meters of water relative to the Mean Sea Level (MSL) datum (i.e. 65.6 ft-MSL) at 30° 55.2' N, 81° 4.8' W. This station lies approximately 12.5 miles east-northeast of the St. Augustine Inlet and roughly 14.0 miles east-northeast of the St. Francis Barracks.

Data from this station is not indicative of the wave climate directly at the site since the project is within the ICWW, but these data are good indication of what vessels may expect entering the general region for St.

Francis Barracks activities. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period of 1980 – 2014. The following website provides https://tidesandcurrents.noaa.gov/tide_predictions.html https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html

Section 00 33 50 Page 3 links to WIS summary tables and plots, as well as other sources of wave data: http://wis.usace.army.mil/.

iii. National Data Buoy Center (NDBC) 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 include wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gauge readings are updated hourly, and archived data is available for most stations. Data relevant to Florida projects are found on the following website:

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

c) Weather Conditions. The project area is subject to tropical systems June through November and to windy and rainy weather any time of the year. The climate of the area is essentially tropical, as temperatures below freezing are seldom. During the wet season (May through October), rainfall events are usually short and sporadic and closely associated with convective activity. Winter months generally constitute the dry season, where rainfall is typically associated with mid-latitude, or extratropical, systems and distributed in a more spatially uniform pattern. Daily rainfall events in the dry season are occasionally heavy when mid-latitude systems impact northeast Florida. Notably, hazardous thunderstorms can occur in this area at any time of the year, and heavy rainfall around the project area could result in higher stages at the project site as direct rainfall and rain runoff enter the site.

i. It is the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website (https://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 data relevant to this region. Available data include 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.

NOAA’s Climate Data Online website includes Monthly Normals (average values) for temperature, precipitation, and other climatological information over three periods: 1981-2010, 1991-2020, and 2006- 2020. NOAA’s St. Augustine Lighthouse, FL station (ID USC00087826) is closest to the project area and lies roughly 1.2 miles east of the project site at 29° 53.1' N, 81° 17.3' W. The most applicable period for data at this site is likely 1991-2020 and is found at the following website:

https://www.ncei.noaa.gov/maps/normals/ Following is a table of AVERAGE MONTHLY ANTICIPATED ADVERSE WEATHER DAYS BASED ON A 5-DAY WORK WEEK with precipitation greater than or equal to 0.50 inches.

Station ID USC00087826 ST AUGUSTINE LIGHTHOUSE Elevation 3.7 feet

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1 1 2 1 2 3 2 3 3 2 1 1

Notes:

1. The above data has been retrieved from the National Climatic Data Center for 1981-2010.

2. The number of days in the table have been rounded to the nearest whole number.

http://wis.usace.army.mil/ https://www.ndbc.noaa.gov/maps/Florida.shtml https://www.ncdc.noaa.gov/cdo-web/ https://www.ncei.noaa.gov/maps/normals/

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

03/20

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 Work Restrictions

1.2.3.1 Work Hours and Workdays

1.2.3.2 Work Performance

1.2.4 Safety Requirements

1.2.5 Work Performed by Others

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

03/20

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 for St. Francis Barracks Seawall, Continuing Authorities Program (Sec-14), Shoreline Erosion Protection Project, St.

Johns, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the following construction tasks: install a gravel "French style" drain system enclosed within a geotextile fabric lining and, through the wall, weep drains along the entire 527 feet long coquina block seawall (except along the 54 feet wooden building and 20 feet rear porch slab), patch/fill existing block voids/cracks, realign 20 feet(+/-) of granite capstone, as well as repoint all mortar joints over the entire northern 472 feet portion of the seawall, install a concrete trench "gutter style" drain between the seawall and the existing wooden building, fill any soil voids encountered under the rear porch slab, immediately adjacent to the gravel and trench drains, with an approved Controlled Low Strength Material (CLSM), install 53 feet of cast-in-place fronting wall with eight through-wall tie rods anchoring into one of the two concrete deadman at the southern end or corner of the seawall, install outfall piping and sodding, relocate sprinklers and electrical conduit.

1.2.2 Location

The project is located in downtown St. Augustine, south of the Bridge of Lions along the Matanzas River, immediately to the east of the Florida National Guard Headquarters, in St. Johns County, Florida.

1.2.3 Work Restrictions

1.2.3.1 Work Hours and Workdays

Work hours are Monday through Friday, 8AM to 6PM, excluding Federal Holidays both actual and observed. Any work outside these stated hours must be coordinated and approved in advance by the Contracting Officer a minimum of one week, five business days prior to the need to work outside

SECTION 01 11 00 Page 2 stated hours.

1.2.3.2 Work Performance

All work on this contract must be performed from land. Work from the water, using a barge or other floating platform, is not pemitted.

Ground disturbing activities are not permitted without physical presence of the Florida National Guard Archaelogical Monitor onsite. Contractor must provide a minimum one week, five businesss days written notice to the Contracting Officer prior to conducting any ground disturbing activities, as well as preparatory meetings relating to such activities.

Ground disturbing activities are not permitted until all contractor and subcontractor personnel working on the site have completed Cultural Resource Training required by paragraph CULTURAL RESOURCE TRAINING in section 01 57 20 ENVIRONMENTAL PROTECTION. Contractor is responsible to maintain a record of this training for employees.

1.2.4 Safety Requirements

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

1.2.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

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. Grass must 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.

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.

SECTION 01 11 00 Page 3

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 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, complete the layout of the work and obtain 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

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. 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 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.

SECTION 01 11 00 Page 4

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will 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, 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.

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 must be in a condition equal to or better than that which existed before new work started.

1.9 LOCATION OF UNDERGROUND FACILITIES

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. Perform toning where indicated or shown by the Contracting Officer.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact Florida utility 5 days 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

SECTION 01 11 00 Page 5

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 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 AVERAGE MONTHLY ANTICIPATED ADVERSE WEATHER DAYS BASED ON 5-DAY WORK WEEK. The Contractor will estimate a reasonable number of anticipated weather delay work days 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, 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. Include the number of actual adverse weather delay 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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 6

Seawall facing North (Approximately Station 15+00 to Station 15+24)

Seawall facing West (Approximately Station 15+00 to Station 15+24)

Seawall facing Northwest (Approximately Station 15+00 to Station 14+00)

Seawall facing Southwest (Approximately Station 15+00 to Station 14+60)

Seawall facing Northwest (Approximately Station 14+80 to Station 14+60)

Seawall facing Northwest (Approximately Station 14+80 to Station 13+00)

Wood Frame Building Belowground Drainpipe to be Re-routed (Approximately Station 14+00)

Concrete to be demolished for Trench Drain (Approximately Station 14+00 to Station 14+60)

Existing Seawall Penetration for Parking Drainage (Approximately Station 13+50)

Excavation to Expose Minimum 6ft of Seawall for Mortar Joint Repairs (Approximately Station 14+20 to Station 13+00)

Existing Seawall Penetration for Street Drainage (Approximately Station 12+90)

20ft of Displaced Granite Cap Stones to be Realigned (Approximately Station 12+00)

Excavation to Expose Seawall to MHHW line for Mortar Joint Repairs (Approximately Station 11+60 to Station 10+50)

Excavation to Expose Seawall to MHHW line for Mortar Joint Repairs (Approximately Station 11+60 to Station 10+50)

Excavation to Expose Seawall to MHHW line for Mortar Joint Repairs (Approximately Station 10+00)

Contractor Parking Area

Contractor Trailer Staging Area

Available Staging Area

Fence to be Removed by Others for Construction Access to Southside of Wood Framed Building

Fence and Brick Sidewalk to be Removed by Others for Construction Access to Southside of Wood Framed Building

Fence, Grill and Brick Sidewalk to be Removed by Others for Seawall Repairs

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/20

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 Gravel Drain (Line Item 0001)

1.4.2 Trench Drain (Line Item 0002)

1.4.3 Deadman and Fronting Wall (Line Item 0003)

1.4.4 Masonry Repair (Line Item 0004)

1.4.5 Outfall Pipe (Line Item 0005)

1.4.6 Sprinklers (Line Item 0006)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Electric Conduit (Line Item 0007)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sodding (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 Measurements

1.5.3.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

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 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/20

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

SD-07 Certificates

Request for Progress Payment ; G, RO

SECTION 01 22 00 Page 2

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 Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01.10 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Gravel Drain (Line Item 0001)

Payment will be made for costs associated with and incidental to the installation of a Gravel "French Style" Drain which includes soil excavation, borrow, removal of unsuitable fill to an approved disposal site and other required soil processing, transportation, placement, compaction of suitable materials, disposal of materials, hauling, stockpiling of topsoil, providing and maintaining access to the work site and borrow/disposal area, noise control, debris removal and geotextile.

Also, includes slotted drainage piping, distribution boxes and through seawall weep drains. See Section 33 40 00 STORM DRAINAGE UTILITIES AND FOUNDATION DRAINAGE and the construction plan.

1.4.2 Trench Drain (Line Item 0002)

Payment will be made for costs associated with and incidental to installing of the cast on grade concrete Trench "Gutter Style" Drain which includes demolition of an existing (8-inch thick) soil/asphalt/cement conglomerated anti-erosion layer along the side of the wooden building (approximately 55 feet long), soil excavation, borrow, removal of unsuitable fill to an approved disposal site and other required soil processing, transportation, placement and compaction of suitable materials, hauling and stockpiling of topsoil, providing and maintaining access to the work site and borrow/disposal area, noise control. Also, fill any voids discovered under the concrete porch slab where it meets the new trench drain (near STA 14+52) with CLSM, cast a replacement concrete step, and connect the Trench Drain to the ditch bottom inlet at the north end. See Section 33 40 00 STORM DRAINAGE UTILITIES AND FOUNDATION DRAINAGE and the construction plan.

SECTION 01 22 00 Page 3

1.4.3 Deadman and Fronting Wall (Line Item 0003)

Payment will be made for costs associated with and incidental to the installation of the concrete Deadman system which includes excavation, stockpiling of soil and topsoil for reuse as fill, borrow, transportation of suitable material to the fill area, gravel, placement of fill materials, transportation of excess material to offsite disposal if not reused on site, as well as providing and maintaining access to the work site and borrow/disposal area. Also, noise control, debris removal, construction of concrete formwork, reinforcement, and placement of concrete for the concrete deadman system, installation of tie rods, anchor plates, nuts, bolts, washers, connection through the seawall to the wale as well as tensioning of the anchor rods. Payment will be made for costs associated with and incidental to the installation of the cast-in-place concrete Fronting Wall which includes demolition of all unacceptable portions of the existing concrete wave-break curb (located immediately to the front of and touching the seawall between stations (14+98 (+/-) and 15+20 (+/-)), protection of seawall surfaces during demolition, installation of reinforcing steel, formwork, and placing the concrete.

See Section 03 31 01 CAST-IN-PLACE CONCRETE FOR CIVIL WORKS and the construction plan.

1.4.4 Masonry Repair (Line Item 0004)

Payment will be made for costs associated with and incidental to repair of the seawall stone masonry which includes development of the Masonry Treatment Requirement (MTR) plan, the Quality Control Plan, and Project Workmanship Restoration Training Program. Also, perform selective demolition (at the existing “wave-break curb -- refer to plan sheet S-03), seawall cleaning, surface preparation, and masonry mock-ups. Also, conduct repairs including retooling, repointing, realign granite capstone (20 feet (+/-) long section of capstone -- refer to plan sheet C-02, keynote #1), as well as stone void patches or other repairs techniques detailed in the MTR plan. See Section 04 03 00 CONSERVATION TREATMENT FOR PERIOD MASONRY as well as the construction plan.

1.4.5 Outfall Pipe (Line Item 0005)

Payment will be made for costs associated with and incidental to the installation of 1.) a new, 10 foot length, of 15 inch diameter (SDR 35) PVC stormwater outfall pipe end segment with connect to existing 10 inch diameter clay pipe by means of a rubber (or other more durable material) reducing coupling and 2.) reconnection of two existing CV stormwater pipes (10-inch and 8-inch diameter) which includes localized excavation, borrow, removal of unsuitable fill, transportation, placement, compaction, and disposal of debris or unsuitable soil materials. Also, install flap valve at the 15-inch pipe outfall, reconnect all pipes to existing stormwater.

See Section 33 40 00 STORM DRAINAGE UTILITIES AND FOUNDATION DRAINAGE and the construction plan for the location of these outfall pipes.

1.4.6 Sprinklers (Line Item 0006)

Payment will be made for costs associated with and incidental to temporarily relocating during construction operations, and reinstalling prior to sodding, the irrigation supply piping and sprinkler heads along the entire seawall. This may include, but is not limited to offsetting the irrigation supply piping parallel to and offset by a six feet with the sprinkler heads teed back to their original location near the seawall with individual piping. See Section 33 40 00 STORM DRAINAGE UTILITIES AND

SECTION 01 22 00 Page 4

FOUNDATION DRAINAGE for additional information concerning the piping and sprinkler heads.

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 Electric Conduit (Line Item 0007)

1.5.1.1 Payment

Payment will be made for costs associated with and incidental to relocating any buried electrical conduit and conductors encountered during construction. This includes but not limited to, providing new conductor, conduit, trenching, installation and reconnection to existing electrical.

Note, the electrical service to the flagpole must always remain in operation, except as coordinated in advance with the USACE on site representative during changing the old service to the new.

1.5.1.2 Measurement

Electric conduit relocation will be measured for payment based upon the actual linear footage as measured in place.

1.5.1.3 Unit of Measure

Unit of measure: Linear Foot.

1.5.2 Sodding (Line Item 0008)

1.5.2.1 Payment

Payment will be made for costs associated with completing the sodding to include topsoil.

1.5.2.2 Measurement

Sodding will be measured for payment based upon the actual square feet of sod as measured in place.

1.5.2.3 Unit of Measure

Unit of measure: Square foot .

SECTION 01 22 00 Page 5

1.5.3 Partnering Regroup (Line Item 0009)

1.5.3.1 Payment

Payment will be made for costs associated with and 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 Measurements

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 USED)

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 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. Environmental reports.

g. Progress photographs.

h. Working/current as-built drawings.

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.

SECTION 01 22 00 Page 6

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

-- End of Section --

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

09/21

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 REQUIRED INSURANCE

1.6 PROJECT COORDINATION

1.6.1 Resident Management System (RMS)

1.6.2 Access by Others

1.6.3 Inspections by Others

1.7 PROJECT MEETINGS

1.8 PROJECT MEETINGS FORMAT

1.9 PRECONSTRUCTION CONFERENCE

1.9.1 Preconstruction Conference Minutes and Phone

1.9.2 Preconstruction Conference Submittals

1.9.2.1 Other Division 01 Submittals

1.9.2.2 Divisions 02 through 48 Submittals

1.9.3 Joint Risk Register

1.9.4 List of Subcontractors

1.10 PARTNERING

1.10.1 Initial Partnering Meeting

1.10.1.1 Contractor Responsibility

1.10.1.2 Tasks and Deliverables

1.10.2 Partnering Regroups

1.10.2.1 Contractor Responsibility

1.10.2.2 Tasks and Deliverables

1.10.3 Cancellation of Partnering Meeting or Regroup

1.11 NOTICE TO PROCEED

1.12 COORDINATION MEETING

1.13 PROGRESS MEETINGS

1.13.1 Progress Meeting Participants

1.14 CONTRACTOR PERFORMANCE EVALUATIONS

1.14.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

3.3 SIGNATURE AUTHORITY

3.4 DRUG-FREE WORK PLACE RECORD

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

09/21

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. 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 01.10 PROJECT SCHEDULE (Alternate) , 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.

SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

Certificate Of Insurance

View Location Map

Progress And Completion Pictures

SD-07 Certificates

Partnering Meeting(s) Written Synopsis ; G, RO

Signature Authority

Drug-Free Work Place Record

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction

SECTION 01 30 00 Page 3 operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate the photograph's location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 REQUIRED INSURANCE

a. The Contractor, at its own expense, is required to provide and maintain during the entire performance period of this contract at least the kinds and minimum amounts of insurance required in the following schedule:

1. Worker's Compensation and Employer's Liability Insurance - $100,000

2. Comprehensive General Liability Insurance Bodily Injury - $500,000 per occurrence

3. Comprehensive Automobile Insurance.

Bodily Injury - $200,000 each person

- $500,000 each accident Property Damage - $ 20,000 each accident

b. Within 15 days after receipt of Notice of Award and before commencing work under this contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective

(1) for such period as the laws of the State in which this contract is to be performed prescribe, or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

c. Insert the substance of this clause, including this paragraph c, in subcontracts under this contract and require subcontractors to provide and maintain the insurance required in paragraph a above. Maintain a copy of all subcontractor's proofs of required insurance, and make copies available to the Contracting Officer upon request.

d. Submit Certificate of Insurance in accordance with 01 33 00

SUBMITTAL PROCEDURES.

1.6 PROJECT COORDINATION

1.6.1 Resident Management System (RMS)

Use Corps…