Attachments.pdf

PDF 4 MB Posted Nov 20, 2024

Attached to: Bar Harbor Breakwater Repair
Solicitation number: W912WJ25X0005
Issued by: Department of the Army Corps of Engineers Engineering District New England

About this file

Written by GovTribe AI · Nov 20, 2024

This document is a Pre-Solicitation Notice for the Bar Harbor Breakwater Repair project issued by the U.S. Army Corps of Engineers, New England District.

The proposed work consists of repairing approximately 1,450 feet of the existing breakwater in Bar Harbor, Maine. The repair work includes dismantling, removing, stockpiling, reworking, and reinstalling existing armor stone, as well as acquiring and installing approximately 10,000 to 14,000 tons of new 6 to 10-ton armor stone. The repairs will restore the structure to a design crest elevation of +11.4 feet at Mean Lower Low Water. The estimated construction cost is between $10 million and $25 million, with construction planned to take place over an 8-month period starting in spring 2026.

The Government is seeking responses from both small and large businesses to identify potential constructability challenges related to factors such as stone delivery and staging, accessing the structure, water depths, tidal ranges, weather conditions, side slope construction, and rehandling of existing stone. Interested firms should submit a capabilities package by December 20, 2024 addressing the specified questions. No award information is provided in this document.

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Draft Design Plans

DRAFT

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GENERAL NOTES:

1. EXISTING CONDITIONS OF THE PROJECT SHOWN WERE COMPILED FROM A FEBRUARY 2024 JOINT

VESSEL MOUNTED LIDAR AND BATHYMETRY SURVEY CONDUCTED BY USACE NEW ENGLAND

DISTRICT.

2. ELEVATIONS SHOWN ARE IN U.S. FEET AND REFERENCE THE PLANE OF MEAN LOWER LOW WATER

(MLLW),

3. BREAKWATER ALIGNMENT AND HORIZONTAL POSITIONING ARE IN U.S. FEET AND REFERENCE THE

FOLLOWING COORDINATE SYSTEM, NAD83 MAINE STATE PLANE, EASTERN ZONE.

4. AERIAL PHOTOGRAPH BEING USED IS FROM DIGITALGLOBAL AND WAS TAKEN IN MAY 2019.

5. THE INFORMATION DEPICTED WITHIN THESE PLANS REPRESENT THE RESULTS OF SURVEY MADE ON THE DATES INDICATED, AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

6. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION

SURVEY OF THE ENTIRE FEDERAL BREAKWATER WITHIN THE LIMIT OF WORK, REFER TO

SPECIFICATION SECTION 01 11 00 SUMMARY OF WORK FOR FURTHER DETAILS.

7. AFTER THE COMPLETION OF THE PRE-CONSTRUCTION SURVEY, THE CONTRACTOR SHALL MARK OUT WITH PAINT AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) IF THERE ARE ANY AREAS OF SIGNIFICANT DAMAGE OUTSIDE THE DESIGNED REPAIR WORK SHOWN ON THESE PLANS.

CONTRACTOR SHALL SCHEDULE A SITE WALK WITH THE COR TO REVIEW ALL AREAS OF DAMAGE. IN

ADDITION TO, THE CONTRACTOR SHALL NOTIFY THE COR OF ANY INCONSISTENCIES AND/OR

CHANGES IN THE EXISTING SITE CONDITIONS SHOWN ON THESE PLANS.

8. HORIZONTAL CONTROL LINES FOR THE REPAIR AREAS SHALL BE ESTABLISHED FROM THE CONTROL LINES SHOWN ON THE SHEET G-101. BASED ON THE PRE-CONSTRUCTION SURVEY RESULTS, AND IF

NECESSARY, THE CONTRACTOR SHALL PROPOSE AN ADJUSTED CONTROL LINE WHICH

CORRESPONDS WITH THE STRUCTURE'S CENTER OF MASS. THE CONTRACTOR SHALL REQUEST

ADJUSTING THE CONTROL LINE IN AN RFI (REQUEST FOR INFORMATION) PRIOR TO MAKING ANY

DEVIATION TO THE CONTROL LINES SHOWN ON THE PLAN.

9. PRIOR TO THE START OF REPAIR WORK, THE CONTRACTOR SHALL REVIEW THE PROJECT REPAIR

AREAS WITH THE COR TO SHOW ALL OF THE WORK IDENTIFIED ON THESE PLANS.

10. AS-BUILT SECTIONS ARE REQUIRED WITH EACH PAY REQUEST IN ACCORDANCE WITH SPECIFICATION

SECTION 01 71 23 "FIELD ENGINEERING".

11. THE CONTRACTOR SHALL REPORT TONNAGE OF NEW ARMOR STONE INSTALLED ON THE REQUIRED AS-BUILT SECTIONS. AS-BUILT SECTIONS ARE REQUIRED WITH PAY REQUESTS IN ACCORDANCE WITH

SPECIFICATION SECTION 01 22 00 AND SECTION 01 71 23.

12. ARMOR STONE INSTALLED IN THE REPAIR AREA SECTIONS MAY VARY IN ELEVATION FROM THE DESIGN GRADE, IN ACCORDANCE WITH SPECIFICATION SECTION 35 31 19. VARIATIONS IN THE FINISHED GRADE WITHIN THE TOLERANCES STATED IN THE SPECIFICATIONS SHALL BE ACCEPTED AS

THE REQUIRED FINISHED CREST ELEVATION.

13. UNLESS OTHERWISE NOTED, ALL EXISTING ARMOR STONES OUTSIDE OF A REPAIR AREA THAT

INTERFACE WITH NEW OR RESET ARMOR STONES SHALL BE RE-ADJUSTED, AS NECESSARY, TO

PROVIDE FOR MAXIMUM INTERLOCKING BETWEEN THE REPAIRS AND NON-REPAIR AREAS.

PLACEMENT OF NEW ARMOR STONE AND THE RE-ADJUSTMENT OF EXISTING STONES SHALL BE IN

ACCORDANCE WITH SPECIFICATION 35 31 19.

14. DURING CONSTRUCTION, ALL INCOMPLETE REPAIR AREAS MUST BE SECURED TO PREVENT MATERIAL

LOSS AND/OR MATERIAL MIGRATION INTO THE WATER DURING TIDAL CYCLES.

15. NO ANCHORING OR SPUDDING INTO THE STRUCTURE IS PERMITTED. THE CONTRACTOR'S MEANS AND

METHODS TO REPAIR THE BREAKWATER SHALL ACCOUNT FOR THE LONG DISTANCE NEEDED TO

WORK ON THE STRUCTURE CREST.

16. MINOR REPAIR AREAS SHOWN ON THE DRAWINGS ARE ISOLATED LOCATIONS THAT REQUIRE

BETWEEN 1 TO 3 NEW ARMOR STONES TO RESTORE THE STRUCTURE CREST TO MATCH THE

SURROUNDING STRUCTURE. REWORK OF EXISTING STONES IN THESE AREAS TO ACHIEVE PROPER

INTERLOCK WITH THE NEW ARMOR STONES. ASSUME 2 ARMOR STONES PER MINOR REPAIR AREA

FOR BIDDING PURPOSES.

17. ALL EXISTING ARMOR STONE REMOVED FROM THE JETTY FOOTPRINT SHALL BE REUSED WITHIN THE JETTY REPAIR IN ACCORDANCE WITH SPEC SECTION 35 31 19. EXISTiNG ARMOR STONE REJECTED

FOR REUSE SHALL BE PLACED AT THE TOE OF THE BREAKWATER

SCALE: 1" = 150'

GENERAL PLAN VIEWE1

HORI. SCALE: 1" = 150' ; VERT. SCALE 1" = 15'

GENERAL PROFILE VIEWA1

0 150' 300'

REPAIR AREA 2 REPAIR AREA 1

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

EXISTING STONE

REWORK LIMIT:

EL 6.0' MLLW

EXISTING GRADE

DESCRIPTIONSYMBOL

LEGEND

BENCHMARK (BM) AND BM IDENTIFICATIONBM ID

CONSTRUCTION LIMITS OF WORK

CONTROL LINE (SECTION)CL

EXISTING MAJOR CONTOUR

NO-SPUDDING OUTER LIMIT

EXISTING MINOR CONTOUR

CONTROL LINE (PLAN VIEW)

0 15' 30'

REPAIR AREA 2

REPAIR AREA 1

LIMITS OF WORK

MOUNT DESERT NARROWS

BALD

PORCUPINE

ISLAND

PORCUPINE

DRY LEDGE

BAR HARBOR

MOUNT DESERT NARROWS TO ATLANTIC OCEAN

MINOR REPAIR AREA (TYP) MINOR REPAIR AREA (TYP)

NEW ARMOR STONE

NO SPUD ZONE LIMIT

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

PORCUPINE

DRY LEDGE

REPAIR TO TARGET ELEVATION

USING NEW AND EXISTING ARMOR STONE REPAIR TO TARGET ELEVATION

USING NEW AND EXISTING ARMOR STONE

DISMANTLE EXISTING STRUCTURE

DOWN TO ELEV. 6.0' MLLW

NAVIGATION BEACON

MINOR

REPAIR

MINOR

REPAIR

MINOR

REPAIR

MINOR

REPAIR

MINOR

REPAIR

MINOR

REPAIR

BAR HARBOR BREAKWATER

BREAKWATER CONTROL DATA

STATION NORTHING EASTING DESCRIPTION

0+00 262586.56 1066726.40 START OF BREAKWATER ALIGNMENT

AND REPAIR AREA 1

5+36 262323.28 1066259.27 PI

7+90 END OF REPAIR AREA 1

13+00 START OF REPAIR AREA 2

13+49.5 261854.00 1065595.03 PI

22+75 END OF REPAIR AREA 2

27+00 261108.15 1064469.17 END OF BREAKWATER ALIGNMENT

UPPER TOLERANCE REPAIR LIMIT

DISMANTLE AND STOCKPILE EXISTING ARMOR STONE FOR REUSE

INSTALL NEW AND EXISTING ARMOR STONE

REPAIR USING EXISTING ARMOR STONE

NOT FOR CONSTRUCTION

DRAFT

AutoCAD SHX Text

0.0 MEAN LOWER LOW WATER (MLLW)

AutoCAD SHX Text

MEAN LOW WATER (MLW)

AutoCAD SHX Text

MEAN HIGH WATER (MHW)

AutoCAD SHX Text

MEAN HIGHER HIGH WATER (MHHW)

AutoCAD SHX Text 11.40'

AutoCAD SHX Text 10.95'

AutoCAD SHX Text 5.66'

AutoCAD SHX Text 0.38''

AutoCAD SHX Text

MEAN TIDE LEVEL (MTL)

AutoCAD SHX Text 5.95'

AutoCAD SHX Text

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SCALE: 1" = 40'

REPAIR AREA 1 PLAN VIEWH3

HORI. SCALE: 1" = 40' ; VERT SCALE: 1" = 4'

REPAIR AREA 1 PROFILE VIEWC4

40' 80'0

1. REPAIR AREAS HAVE A HIGHER TARGET CREST ELEVATION THAN THE SURROUNDING STRUCTURE. TRANSITION

CREST ELEVATION AT THE LIMITS OF THE REPAIR AREAS TO TIE INTO THE EXISTING STRUCTURE.

2. LIMIT OF WORK ALONG THE CONTROL LINE SHOWN ON THE PROFILE REPRESENTS THE CENTER OF THE

STRUCTURE. IT IS APPROXIMATE AND DOES NOT REPRESENT THE LIMITS OF WORK ALONG THE SIDE SLOPES AND

TOES OF THE JETTY REPAIR.

3. SIGNIFICANT REWORK OF EXISTING STONE ADJACENT TO AND UNDERNEATH THE REPAIR AREA MAY BE

NECESSARY TO PROVIDE REQUIRED INTERLOCK BETWEEN EXISTING STRUCTURE AND RECONSTRUCTED

PORTION OF THE BREAKWATER.

4. INSTALL EXISTING STOCKPILED ARMOR STONE IN THE AREAS WITH DAMAGE BELOW THE TARGET REWORK

ELEVATION SHOWN PRIOR TO THE INSTALLATION OF NEW ARMOR STONE.

NOTES

REPAIR AREA 1

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

EXISTING STONE

REWORK LIMIT:

EL 6.0' MLLW

EXISTING GRADE

REPAIR AREA 1

MOUNT DESERT NARROWS

BALD

PORCUPINE

ISLAND

PORCUPINE

DRY LEDGE

BAR HARBOR

MOUNT DESERT NARROWS TO ATLANTIC OCEAN

MINOR REPAIR AREA (TYP)

NEW ARMOR STONE

NO SPUD ZONE LIMIT

PORCUPINE

DRY LEDGE

REPAIR TO TARGET ELEVATION

USING NEW AND EXISTING ARMOR STONE

DISMANTLE EXISTING STRUCTURE

DOWN TO ELEV. 6.0' MLLW

MINOR

REPAIR

0 4' 8'

NO SPUD ZONE LIMIT

BAR HARBOR BREAKWATER

CONTROL LINE

(SEE SHEET G-101)

EXISTING STONE

REWORK LIMIT:

EL 6.0' MLLW

DISMANTLE EXISTING STRUCTURE

DOWN TO ELEV. 6.0' MLLW

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

INSTALL EXISTING ARMOR STONE IN BLOWN-OUT

AREA TO CREATE WORKING SHELF AT ELEV. 6.0' MLLW

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EXISTING GRADE

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

LEEWARD (NORTH) SIDEOCEAN (SOUTH) SIDE

REPAIR AREA 1 - TYPICAL SECTION

-NOT TO SCALE-

DISMANTLE EXISTING STRUCTURE

DOWN TO ELEV. 6.0' MLLW

REPAIR USING NEW AND

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NO SPUD ZONE

OVER STRUCTURE

BEYOND THE TOENO SPUDDING

CREST

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SCALE: 1" = 40'

REPAIR AREA 1 PLAN VIEWH3

HORI. SCALE: 1" = 40' ; VERT SCALE: 1" = 4'

REPAIR AREA 1 PROFILE VIEWC4

40' 80'0

REPAIR AREA 2

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

EXISTING GRADE

REPAIR AREA 2

MOUNT DESERT NARROWS

PORCUPINE

DRY LEDGE

BAR HARBOR

MOUNT DESERT NARROWS TO ATLANTIC OCEAN

MINOR REPAIR AREA (TYP)

NEW ARMOR STONE

NO SPUD ZONE LIMIT

REPAIR TO TARGET ELEVATION

USING NEW AND EXISTING ARMOR STONE

MINOR

REPAIR

0 4' 8'

NO SPUD ZONE LIMIT

BAR HARBOR BREAKWATER

CONTROL LINE

(SEE SHEET G-101)

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

-20

0 20 40 60 800-20-40-60-80

10'

EXISTING GRADE

18" UPPER TOLERANCE LIMIT

DESIGN CREST: EL 11.4' MLLW

LEEWARD (NORTH) SIDEOCEAN (SOUTH) SIDE

REPAIR AREA 1 - TYPICAL SECTION

-NOT TO SCALE-

REPAIR USING NEW AND

EXISTING ARMOR STONE

NO SPUD ZONE

OVER STRUCTURE

BEYOND THE TOENO SPUDDING

CREST

1.5

1. REPAIR AREAS HAVE A HIGHER TARGET CREST ELEVATION THAN THE SURROUNDING STRUCTURE. TRANSITION

CREST ELEVATION AT THE LIMITS OF THE REPAIR AREAS TO TIE INTO THE EXISTING STRUCTURE.

2. LIMIT OF WORK ALONG THE CONTROL LINE SHOWN ON THE PROFILE REPRESENTS THE CENTER OF THE

STRUCTURE. IT IS APPROXIMATE AND DOES NOT REPRESENT THE LIMITS OF WORK ALONG THE SIDE SLOPES AND

TOES OF THE JETTY REPAIR.

3. SIGNIFICANT REWORK OF EXISTING STONE ADJACENT TO AND UNDERNEATH THE REPAIR AREA MAY BE

NECESSARY TO PROVIDE REQUIRED INTERLOCK BETWEEN EXISTING STRUCTURE AND RECONSTRUCTED

PORTION OF THE BREAKWATER.

NOTES

NOT FOR CONSTRUCTION

Site Photographs

Figure 1. Current condition of repair zone 2, looking southwest towards Mt Desert Island.

Figure 2. Current condition of repair zone 2. Photo is taken from seaward side Porcupine Dry Ledge looking northwest.

Figure 3. Current condition of repair zone 1. Photo is taken from Porcupine dry ledge looking towards Bald Porcupine Island.

Figure 4. Repair Zone 1 has a significant hole in the breakwater. Photo is looking from the leeward side towards the seaward side.

Figure 5. Photo showing the typical algae and barnacle growth on the existing stones.

Draft Spec Section 01 11 00 SUMMARY OF WORK

Repair Breakwater, Bar Harbor, Maine Post-65% Draft Copy October 29, 2024

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

1.1.2 Project Background

1.1.3 Project Description

1.1.3.1 General Description of the Work

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SITE CONDITIONS

1.5 WORK SITE

1.6 SUPERINTENDENCE BY THE CONTRACTOR

1.7 PRECONSTRUCTION CONFERENCE

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

1.10 WORK SEQUENCE AND SCHEDULING

1.10.1 Work Restrictions

1.10.2 Hours of Operations

1.10.3 Work Sequence

1.10.3.1 General

1.10.3.2 Initial Project Schedule

1.10.3.3 Periodic Schedule Updates

1.10.4 Scheduling

1.10.5 Organization at the Site

1.10.5.1 General

1.10.5.2 Rate of Progress

1.11 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

1.12 CONTRACTOR USE OF PREMISES

1.12.1 Access to the Site and Storage/Staging Areas

1.12.2 Temporary Facilities and Utilities, and Storage Areas

1.12.3 Work Limits

1.12.4 Protection and Security

1.12.5 Work By Other Contractors

1.12.6 Emergency Contacts

1.12.7 Damaged Property

1.12.8 Contractor's Receipt of Supplies

1.12.9 Daily Clean Up

1.12.10 Littering

1.12.11 Government Sanitary Facilities

1.13 QUALITY ASSURANCE

1.14 COORDINATION

1.14.1 Notice to Mariners

1.14.2 Aids to Navigation

1.14.3 Points of Contact

1.14.4 Work by Other Contractors

1.15 GENERAL SAFETY REQUIREMENTS

1.15.1 General

1.15.2 Contractor's Project Superintendent

SECTION 01 11 00 Page 1

1.16 ENVIRONMENTAL PROTECTION

1.17 AS-BUILT DRAWINGS

1.17.1 Preparation of As-Built Drawings

1.18 RECORD DRAWINGS

1.18.1 Final Record Drawing Annotation

1.18.2 Preparation and Submission of Record Drawings

1.18.3 Record Drawing Re-Submission Requirements

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

Bar Harbor is located in northeastern Maine, at the northeastern side of Mount Desert Isle.

1.1.2 Project Background

The Breakwater at Bar Harbor lies Adjacent to Bald Porcupine Island, to the Southeast of Bar Harbor. The breakwater is approximately 2,500 feet in length with a height of 11.4 feet above mean lower low water (MLLW), a crest width of 10 feet. Initial construction occurred between 1889 and 1916 and targeted side slopes of 1H:1V. Repairs to the breakwater have not occurred since completion of the initial construction in 1916.

1.1.3 Project Description

The project descriptions are general in nature and are only given to indicate the scope of work under this contract. It does not limit the work required under the project contract drawings and specifications.

1.1.3.1 General Description of the Work

A. The Contractor shall provide all supervision, plant, labor, materials, tools and equipment, safety, quality control, and mobilization and demobilization necessary to perform the following scope of work:

(1) Perform repairs to reconstruct Stations 0+00 to 7+50 and 13+00 to 19+50 of the breakwater to the profile and cross-sections shown on the contract drawings and as required by the specifications. Repairs will require substantial rehandling (moving and manipulation) of both new and existing stones to obtain the required interlocking placement.

(2) Repairs will require the mobilization and demobilization, the furnishment and delivery of stones, and the removal/rehandling and resetting of existing stones. The work requires partial dismantling and rebuilding of portions of the existing breakwater.

(3) Construction methods necessary to repair the breakwater shall be by water, subject to the restrictions stated in "a" through "e" below.

Mobilization of equipment and rehabilitation of the breakwater will require water based construction methods, resources, and equipment.

a. Contractor access to the breakwater by land is unavailable.

b. The breakwater may be constructed using water access from April 1, 2026 to October 31, 2026, inclusive.

SECTION 01 11 00 Page 3

[**CHECK ON ANY TIME OF YEAR RESTRICTIONS WITH ERS ONE LAST TIME,

CURRENTLY NONE]

c. The Contractor shall not work from the crest of the breakwater or from the top of any dismantled portions of the breakwater.

d. Contractor shall take all necessary measures to ensure controls are kept in good working order and in place during potential storm events. See Section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

B. The project description is further defined in the contract drawings and specifications. An existing conditions photo appendix is attached at the end of this section.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-12-1 (2015) A/E/C Graphics Standard, Release 2.0

ERDC/ITL TR-12-6 (2015) A/E/C CAD Standard, Release 6.0

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Pre-construction Photographic Survey Report ; G, RO

Pre-Construction Cross-Sections ; G, RO

Drawings showing pre-construction cross-sections.

Initial Project Schedule ; G, RO

In accordance with the contract clauses, the Contractor shall, within 5 days after receipt of Notice to Proceed (NTP) or as otherwise determined by the Contracting Officer, submit for approval a practicable project schedule. When changes are authorized that result in contract time extensions, the Contractor shall submit a revised project schedule for approval by the Contracting Officer.

Safe Harbor Plan ; G, RO

The Contractor shall submit a Safe Harbor Plan to the Contracting Officer for approval prior to the start of on-site work. The Safe Harbor Plan shall include a written description of the Contractor's plan to provide for the safety and security of

SECTION 01 11 00 Page 4 floating plant, equipment, and personnel in the event of a storm or other site emergency. The location for the docking of floating plant and the off-loading of equipment and crews shall be clearly indicated.

Notice to Mariners

SD-07 Certificates

Periodic Schedule Updates ; G, RO

Request Application ; G, RO

Request Application to work outside the hours of operation.

SD-11 Closeout Submittals

As-Built Drawings ; G, DO

As-built drawings, which are paper mark-ups and scanned PDF's of the paper mark-ups, showing all deviations which have been made from the contract drawings, shall be submitted to the Contracting Officer for approval at the completion of work. See Subpart AS-BUILT DRAWINGS for record keeping and submittal requirements.

Record Drawings ; G, DO

Record drawings, which are CAD and/or BIM files showing all deviations which have been made from the contract drawings, shall be submitted to the Contracting Officer for approval at the completion of work. See Subpart RECORD DRAWINGS for record keeping and submittal requirements.

1.4 SITE CONDITIONS

Data and information provided or referred to below is for the Contractor's information. The Government will not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

a. Site Conditions: The indications of physical conditions on the drawings and in the specifications are the result of site investigations and surveys. The conditions represented prevailed at the time the investigations and surveys were made. Before commencing work at the site, the Contractor shall verify the existing conditions indicated on the drawings and in the specifications. See CONTRACT CLAUSE entitled "SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK".

b. Weather Conditions: Weather conditions for the site may be obtained by the Contractor from the National Oceanic and Atmospheric Administration's National Weather Service; www.NOAA.gov.

c. Channel Traffic: The Government will not undertake to keep the breakwater vicinity free from vessels or other obstructions, except to the extent of applicable regulations. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in the event the Contractor's plant so obstructs vessel traffic as to make difficult or endanger the passage of any vessels, the plant shall be promptly moved on the approach of

SECTION 01 11 00 Page 5 any vessel to such an extent may be necessary to afford a practicable passage.

d. Breakwater Condition: The Breakwater was built with a no bedding or underlayer/core stone, only piled armor stone.

1.5 WORK SITE

All rules, regulations, and requirements covering such items as, but not limited to, general safety, security, sanitary requirements, environmental protection, pollution control, and traffic regulations shall be observed by the Contractor.

1.6 SUPERINTENDENCE BY THE CONTRACTOR

a. At all times during the performance of the contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent project superintendent who is satisfactory to the Contracting Officer and has the authority to act for the Contractor.

b. The project superintendent shall maintain a physical presence at the site at all times and be responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

c. Failure to comply with these requirements shall be deemed as cause for a non-compensatory stoppage and suspension of work until the deficiency is remedied.

d. The project superintendent may also perform the duty of the Contractor Quality Control (CQC) System Manager contingent upon meeting the requirements as specified in the contract documents. The project superintendent may not serve as the Site Safety and Health Officer (SSHO).

1.7 PRECONSTRUCTION CONFERENCE

The Contracting Officer will conduct a preconstruction conference with key Contractor personnel. The purpose of the conference is to review contract requirements and to establish a working relationship between the Contractor's Staff and the U.S. Army Corps of Engineers (USACE) personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning topics such as, but not limited to, job safety, quality control, temporary facilities and storage areas, labor relations, and environmental protection. The Contractor's Project Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference. All submittals which are ready for submission prior to start of work may be brought to the conference for distribution to the participating reviewers.

1.8 PRE-CONSTRUCTION PHOTOGRAPHIC SURVEY

The Contractor shall perform a pre-construction photographic survey at the project site to document the pre-construction conditions of the breakwater, adjacent State stone structures, and all work and access areas for land based and marine activities. The survey shall document the entire breakwater and related areas as described, 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

SECTION 01 11 00 Page 6 contract, but which may be subject to damages from construction 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.

Stationing shall be marked on the breakwater prior to the survey, and this stationing shall be clearly visible in the photographic record. 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 accepted.

1.9 PRE-CONSTRUCTION CROSS-SECTIONS

a. Prior to the start of construction, the Contractor's registered land surveyor shall perform a pre-construction survey of the breakwater to collect cross-sections at 5-foot intervals along the established control line. The control line stationing shall be marked on the breakwater prior to the start of the survey work. Refer to Section 01 71 23 FIELD ENGINEERING for survey requirements.

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 ENGINEERING.

c. The Contractor shall process the survey data and prepare and submit drawings to the Contracting Officer showing each cross-section at each 5-foot interval.

d. After the Contracting Officer has received and reviewed the submittal of the cross-section drawings the Contractor and the Contracting Officer will walk the breakwater or conduct a site investigation via boat to compare the pre-construction cross-sections with the extent of the repair work as shown on the construction drawings. If it is found that areas of the breakwater have deteriorated beyond the extents of the repair work shown on the contract drawings, and the added work to repair the deteriorated areas outside the extents of the repair work is accepted and approved by the Contracting Officer, the work will be done at an equitable adjustment to the contract price in accordance with the CONTRACT CLAUSE titled "Changes".

1.10 WORK SEQUENCE AND SCHEDULING

1.10.1 Work Restrictions

Refer to the SPECIAL CONTRACT REQUIREMENTS paragraph titled "COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) FAR 52.211-10".

1.10.2 Hours of Operations

Normal work hours are from 7:00 a.m. through 7:00 p.m., Monday through Friday. The Contractor will not be permitted to work on Saturday, Sunday or legal holidays unless otherwise authorized by the Contracting Officer.

The exclusion of work on Saturday, Sunday and legal holidays has been considered in computing the performance time of this contract. The following legal holidays are observed:

SECTION 01 11 00 Page 7

January 1st Third Monday in January Third Monday in February Last Monday of May June 19th July 4th 1st Monday of September 2nd Monday of October 11th of November Fourth Thursday of November 25th of December

When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

Work outside the normal hours of operation requires Contracting Officer approval. The request to work outside the hours of operation shall be made in writing to the Contracting Officer 10 calendar days prior to such work to allow arrangements to be made by the Government. The request application shall include specific dates, hours, location, type of work to be performed, contract number and project title, and names of all individuals who will be working outside the hours of operations. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.10.3 Work Sequence

1.10.3.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule that the Contractor will be required to implement and follow during the prosecution of the work. The Contractor shall utilize the contract drawings and specifications in preparing the progress schedule and work sequence. Minor variations in the sequence of the items of work as approved may be made by the Contractor, provided such variations do not conflict with critical elements of the schedule.

Proposed minor variations shall be noted on the progress charts submittal required by CONTRACT CLAUSE, entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS." Variations shall be approved by the Contracting Officer prior to implementation.

1.10.3.2 Initial Project Schedule

The initial project schedule shall be in the form of a chart graphically indicating the sequence proposed to accomplish each work feature or operation. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion. Contractor shall indicate on the chart the important work features or operations that are critical to the timely overall completion of the project. Key dates for such important work features and portions of work features are milestone dates and shall be so indicated on the chart. This schedule will be the medium through which the timeliness of the Contractor's construction effort is appraised. Anticipated adverse weather delay days shall be included in the schedule.

SECTION 01 11 00 Page 8

1.10.3.3 Periodic Schedule Updates

An updated schedule showing actual progress shall be submitted monthly or with each pay request. Changes to the base-line schedule shall be outlined in a narrative describing the reason for the change.

1.10.4 Scheduling

All work shall be carefully scheduled to prevent any excessive interruptions with channel traffic.

1.10.5 Organization at the Site

1.10.5.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in the SPECIAL CONTRACT REQUIREMENTS, Subpart "COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) FAR 52.211-10."

1.10.5.2 Rate of Progress

Should the Contractor fail to maintain a satisfactory rate of progress in accordance with the Contractor's approved progress schedule, the Contracting Officer may require that additional personnel and equipment be placed on the work and weekend and overtime work be performed, in order that the work be brought up to schedule and maintained.

1.11 CONTRACTOR'S USE OF UPLAND FACILITIES AND HAULING ROUTES

a. Unless obtained by the Government or specified otherwise in the contract documents, the Contractor shall be responsible for the following:

(1) Locating, coordinating, and obtaining permission to use any land-based water access (docks, piers, ramps, etc.) that the Contractor deems necessary to complete the work.

(2) Determining, if necessary, the trucking and hauling routes and associated restrictions to and from the work, to include the coordination for the use of such routes with local, state, and federal authorities.

(3) Complying with all local, state, and federal regulations and restrictions when using any upland facilities or hauling routes.

b. The Government and its representatives will be allowed the use of the same land-based water access obtained by the Contractor.

1.12 CONTRACTOR USE OF PREMISES

1.12.1 Access to the Site and Storage/Staging Areas

a. The Contractor is responsible for maintaining access necessary for its equipment, material, and plant to and from the work area.

b. Access to the work site shall be by water, as needed. Refer above to subparagraph titled "General Description of the Work".

SECTION 01 11 00 Page 9

c. Access or travel by the Contractor through any other public and/or private areas outside the designated work site are prohibited.

1.12.2 Temporary Facilities and Utilities, and Storage Areas

The Contractor shall comply with Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS regarding its temporary facilities, temporary utilities, and storage areas. Refer to the Real Estate Plan attached at the end of Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for information on staging and storage areas.

1.12.3 Work Limits

Work shall be restricted to the limits of the work area as shown on the contract drawings and on the Real Estate Plan attached at the end of Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.12.4 Protection and Security

a. Protection to Contractor personnel or their equipment cannot be provided at the worksite by the Government.

b. The Contractor shall protect all its personnel, Government personnel, and the general public from injury.

c. The Contractor shall conduct all its work so as to prevent injury or unsafe conditions during construction.

d. The Contractor shall report any vandalism, suspicious activities, or devices to the Contracting Officer and local police as soon as possible.

1.12.5 Work By Other Contractors

During the performance period of this contract, no other work is anticipated by other contractors.

1.12.6 Emergency Contacts

The Contractor shall provide a list of emergency contacts in the event of an emergency. The list shall include the contact names, addresses, and telephone numbers. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.12.7 Damaged Property

Work shall proceed in a manner which will minimize disturbance or risk of damage to boats, structures, and surrounding lands and property. The Contractor shall repair such items damaged in the course of carrying out the work at no additional cost to the Government. All repairs shall match similar existing items in all aspects. All replacements shall be in kind.

1.12.8 Contractor's Receipt of Supplies

The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site.

SECTION 01 11 00 Page 10

1.12.9 Daily Clean Up

The Contractor shall at all times keep rubbish from entering surrounding lands and water. Rubbish accumulated at the temporary facilities shall be removed from the premises daily.

1.12.10 Littering

The Contractor may be subjected to fines by state or local authorities for littering or discarding of tobacco materials other than into receptacles.

1.12.11 Government Sanitary Facilities

Toilet facilities are not available on site for Contractor's use. The Contractor shall provide portable toilets for its personnel and subcontractors as specified in Section 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS.

1.13 QUALITY ASSURANCE

a. All items of work not addressed in the contract documents shall be completed in strict accordance with the manufacturers’ specifications.

b. The Government is not obligated to inspect the Contractor’s work, or to protect the Contractor from the consequences of its work. Government inspections are a general examination of the Contractor’s conduct and workmanship and are solely for the purpose of the Government.

Government-designated Quality Assurance Representatives (QARs) do not have the authority to accept work, nor is a Government inspection to be construed as conclusive.

c. Government agents including QARs and project engineers are not authorized to change the contract without the written approval of the Contracting Officer; this lack of authority extends to all situations in which the action of these agents could be construed as constituting a change.

d. The quality of workmanship is subject to audit by Government or Government-designated QARs at any time during the contract. The Contractor shall cooperate fully and provide all information necessary for this audit.

e. The Contractor shall submit all requests for changes in writing to the Contracting Officer. Do not proceed with changes without possession of written authorization of the Contracting Officer.

f. The Contractor shall not conceal any work unless the Contracting Officer has approved all items of work which are to be concealed. The Contractor shall notify the Contracting Officer of its intention to conceal work at least 24 hours in advance of concealment.

1.14 COORDINATION

1.14.1 Notice to Mariners

Before beginning work operations, the Contractor shall coordinate with the U.S. Coast Guard (USCG) to issue a "Notice to Mariners" regarding the work to be performed and the Contractor's proposed operations. A copy of the Notoce to Mariners shall be submitted.

SECTION 01 11 00 Page 11

The Corps of Engineers and the USCG have agreed to phraseology when issuing navigational bulletins and notices. The information furnished shall be consistent with USCG Broadcast Notice to Mariners and Local Notice to Mariners. When requesting local USCG offices to issue navigational information for Corps of Engineers work involving marine construction, the following terminology shall be used, as applicable:

For cautionary areas: "Mariners are urged to use extreme caution in the area."

For work operations: "Mariners are urged to transit at their slowest safe speed to minimize wake and proceed with caution after passing arrangements have been made."

1.14.2 Aids to Navigation

Aids to navigation (beacons, buoys, markers, etc.) have been placed by the USCG in the vicinity of the project area. The Contractor shall not interfere with these aids to navigation. If the work of this project requires the temporary movement or relocation of any aid to navigation, the Contractor shall notify the USCG and the Contracting Officer of the requirement 30 days in advance. USCG personnel will then move or relocate the aid to navigation as appropriate for the progress of the work. Under no circumstances shall the Contractor move or relocate an aid to navigation under his own authority with his own personnel. The Contractor shall also contact the USCG at the completion of all work and the removal of all marine plant.

1.14.3 Points of Contact

Coast Guard (Notice to Mariners and Aids to Navigation):

LCDR Aaron Davis Telephone: 207-899-6291 Aaron.J.Davis@uscg.mil

Waterways Division Telephone: 207-808-9137 D01-SMB-SecNNE-Waterways@uscg.mil

Notice to Mariners: D01-SMB-LNM@uscg.mil

Bar Harbor Harbormaster:

Chris Wharff Telephone: 207-288-5571

Bar Harbor Fire Department:

Matt Bartlett Fire Chief Telephone: 207-288-5554

1.14.4 Work by Other Contractors

The Government has no knowledge of Work by other contractors in the vicinity of the breakwater repair work. Coordinate with the COR if work by other contractors is encountered that effects the contract work's rate of progress.

SECTION 01 11 00 Page 12

1.15 GENERAL SAFETY REQUIREMENTS

1.15.1 General

The Contractor shall take all necessary precautions in observing safety regulations in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, and shall assume the responsibility to guard against causing of fires and/or explosions and to protect Government property. The Contractor shall perform the work in a manner consistent with security and with fire safety regulations especially with regards to ingress and egress. Temporary closures shall not compromise life safety, security or fire safety.

1.15.2 Contractor's Project Superintendent

The Contractor's project superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis, tool box meetings, walk-through inspections, correction of violations, etc., and including that of any subcontractor's work.

1.16 ENVIRONMENTAL PROTECTION

To provide for control of all environmental pollution arising from construction activities, the Contractor and its subcontractors, in the performance of this contract, shall comply with Section 01 57 19 TEMPORARYENVIRONMENTAL CONTROLS, and all applicable federal, state, and local laws and regulations concerning environmental protection pollution control and abatement.

1.17 AS-BUILT DRAWINGS

Maintain at the jobsite one set of paper full-size contract drawings marked to show all deviations that have been made from the contract drawings, including buried or concealed construction and utility features revealed during the course of construction. Record the horizontal and vertical location of all buried utilities that differ from the contract drawings. These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, submit the original marked set of prints to the Contracting Officer for approval. Also, provide PDFs of the current working redlines and/or markups complying with the as-built drawings and markup requirements. Requests for partial payments will not be approved if the marked prints and PDF files are not current, and request for final payment will not be approved until the marked prints and PDF files are submitted to and approved by the Contracting Officer.

1.17.1 Preparation of As-Built Drawings

The entries shall be made in the jobsite set of prints at the time field changes are made, pertinent information collected, or need for corrections established, as a continuing process during the life of the contract. As revised drawings are issued by the Contracting Officer, revised prints shall be introduced into the set to replace the superseded drawings and all applicable notations previously made on the superseded drawings transferred to the current prints. Carefully prepared sketches, not less than 8-1/2" x 11", may be used to depict changes or added information in lieu of notations on the actual prints. Staple sketches to the prints affected by the change. All plan views, sections, elevations, profiles, diagrams, details, or schedules affected by a change shall be marked up as

SECTION 01 11 00 Page 13 required to reflect the change. All notations or changes made on the prints shall be in sufficient detail to clearly depict the change.

Colored pens or pencils shall be used to make notations on the record prints as follows:

Red pen or pencil shall be employed to indicate added or corrected work or information.

Green pen or pencil shall be used to show the deleted or incorrectly depicted work or information.

Blue or black pen or pencil shall be used to show information not to be recorded on the drawings but included on the marked-up prints for explanatory or clarification purposes for the benefit of the Contracting Officer.

1.18 RECORD DRAWINGS

The record drawings are the final compilation of actual conditions reflected in the as-built drawings. The record drawings are CAD and/or BIM files produced from the source drawing files and marked-up as-built drawings.

The Contractor shall request the full set of electronic drawings, in the source CAD and/or BIM format, for Record Drawing preparation, after award and at least 30 days prior to required use. The Government will provide one set of "as-designed" electronic CAD and/or BIM files. The CAD and/or BIM files are provided to enable preparation of record drawings. If discrepancies exist between the CAD and/or BIM files and the contract PDF drawings, correct the CAD and/or BIM files to show the contract PDF drawings. The Government has no responsibility to modify any GFM due to changes in the design that occur after award.

The Contractor shall prepare the CAD drawing files in AutoCAD Version 2021. The Contractor shall prepare the BIM files in Revit Version 2021.

If additional drawings are required, prepare them using the specified electronic file format applying the same graphic standards specified for original drawings, ERDC/ITL TR-12-6 and ERDC/ITL TR-12-1 . The title block and drawing border to be used for any new final record drawings must be identical to that used on the contract drawings.

If a sheet needs to be added between two sequential sheets, append a Supplemental Drawing Designator in accordance with ERDC/ITL TR-12-6 , "Adding a Drawing Sheet", and ERDC/ITL TR-12-1 , "Adding or Deleting Drawing Sheets and Index Sheet Procedures".

Provide electronic PDF files of all CAD and/or BIM contract drawings sheets associated with the record drawing submittal. Compile and organize the PDF set to match the contract drawings.

1.18.1 Final Record Drawing Annotation

When final revisions have been completed, show the wording "RECORD DRAWING AS-BUILTS" followed by the name of the Contractor in letters at least 3/16 inch high on the cover sheet drawing. Show the wording "RECORD DRAWING AS-BUILTS" in the revision block of each drawing.

SECTION 01 11 00 Page 14

1.18.2 Preparation and Submission of Record Drawings

Within 30 days after Government approval of all of the working as-built drawings, prepare the final CAD and/or BIM record drawings and submit CAD and/or BIM and PDF drawing files. Also submit all external references (x-refs), plot style files, and all other required CAD and/or BIM resource files. The Government will promptly return one set of prints annotated with any necessary corrections. Within 7 calendar days revise the CAD and/or BIM files accordingly at no additional cost and submit one set of final CAD and/or BIM files and PDF files to the Government. Drawing files and storage media submitted will become the property of the Government upon final approval. Failure to submit final record drawings as specified will be cause for withholding any payment due under this contract.

Approval and acceptance of final record drawings must be accomplished before final payment is made.

1.18.3 Record Drawing Re-Submission Requirements

If elements of a record drawing submittal are rejected, provide the following for each re-submission, in addition to any information required in Section 01 33 00 SUBMITTAL PROCEDURES:

A. Re-submit all CAD and/or BIM components, including updated content in response to Government comments.

B. Provide a copy of all Government review comments.

C. Provide a disposition/response to each Government review comment for a back-check of the re-submission deliverable.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 15

File details come from the government source that posted it. Updated Nov 20, 2024.