Scope_of_Work.pdf

REPLACE FLOATING DOCKS

AT

U.S. COAST GUARD STATION GEORGETOWN

GEORGETOWN

SOUTH CAROLINA

PROJECT No. 5897961

MARCH 2015

FINAL

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117TH AVENUE

MIAMI, FLORIDA

33177

TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 Summary of Work Section 01 32 01.00 10 Progress Schedule Section 01 33 00 Submittal Procedures Appendix 01 33 00.A Submittal Register Section 01 35 29 Health, Safety and Emergency Response Procedures

DIVISION 02 EXISTING CONDITIONS

Section 02 41 00 Demolition

DIVISION 03 – 30 NOT USED

None

DIVISION 31 EARTHWORK

Section 31 62 19.13 Wood Marine Piles Section 31 62 23 Steel Pipe Piles

DIVISION 32 - 34 NOT USED

DIVISION 35 WATERWAY AND MARINE CONSTRUCTION

35 51 13.00 20 Concrete Floating Pier for Small Craft

DIVISION 36 - 48 NOT USED

ENCLOSURES

Enclosure 1 - CG DWG 07-157-82 C-2 Site Utility Plan Building Area - 1987 Enclosure 2 - CG DWG 07-157-82 C-3 Site Utility Plan Waterfront – 1987 Enclosure 3 - Post-dredge Hydrographic Survey – 2014 Enclosure 4 – Nationwide/General Permit authorization letter Dec 2, 2014

-- End of Table of Contents --

U.S. COAST GUARD STATION GEORGETOWN 5897961

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The Work includes furnishing all labor, tools, equipment, materials and supervision for station replacement of the floating docks and timber fender piles at U.S. Coast Guard Station Georgetown, South Carolina. The Work generally includes, but is not limited to, the following:

a. Phase I:

1. Replace existing West concrete floating dock.

2. Remove associated gangway and reinstall as the work progresses.

b. Phase II:

1. Replace existing East concrete floating dock.

2. Remove associated gangway and reinstall as the work progresses.

3. Replace existing timber fender pile clusters.

Refer to the paragraph entitled “Specific Work Requirements” below for more detailed requirements.

1.1.1 Specific Work Requirements

In addition to the general work requirements described above and specified herein and on the drawings, provide/comply with the following additional requirements:

a. Work sequence and schedule must be coordinated and approved by Contracting Officer as described in Section 01 32 01.00 10, Progress Schedule.

b. Delivery of all materials, supplies and equipment to the work site shall be done by barge.

c. Coordinate delivery of all supplies and equipment with the Contracting Officer’s Representative (COR).

d. Establish with Coast Guard approval of a temporary area for contractor parking.

e. Completely extract all guide piles and fender piles using barge-mounted equipment.

f. The Contractor performing the Work must have and be able to show the following credentials:

1. State License.

Refer to the submittal register for additional requirements.

1.2 UNIT PRICING

a. None required.

1.3 GOVERNMENT FURNISHED EQUIPMENT (GFE)

a. The Work does not contain or include Government Furnished Equipment.

1.4 TEMPORARY FACILITIES

a. None required.

1.5 PROJECT PERFORMANCE PERIOD

The total contract performance period shall be 120 calendar days which includes the time needed to submit, review and approve all material submittals and complete all project record (closeout) documents. After work at the site begins, perform the Work continuously during normal working hours and show daily progress until all work is complete.

1.5.1 Construction Progress Meetings

In addition to the Pre-Construction meeting required in the bid advertisement documents, a weekly construction progress meeting shall be held either on the project site or conducted by telephone. Minimum attendees shall include the on-site Construction Superintendent, the Government Inspector/COR, the Government Construction Manager and the Coast Guard Station representative. The construction progress meetings shall announced and be held at the discretion of the Government Construction Manager. Other parties may attend if desired or requested.

1.6 HOLD POINT CONSTRUCTION INSPECTIONS

a. The following are minimum Hold Point Construction Inspections required by the Government. The Work represented by each hold point shall be held open and made available for viewing until an on-site inspection and approval for each respective hold point is completed by the COR.

Representative hold point inspections include:

• Phase I construction activities are viewed and approved as conforming to the requirements of the Construction Contract Documents.

b. Correct all Work deemed not acceptable by the COR to meet the requirements of the Construction Contract Documents at no addition to the Project Performance Period or cost to the Government.

c. Schedule the following specific Hold Point Construction Inspections along with the related Prior Notice to Inspect to the Work. Provide the COR with not less than a (7) calendar day prior notice to each required Hold Point Construction Inspection. The COR shall perform the Hold Point Construction Inspections. Indicate each listed Hold Point Construction Inspection along with each companion Prior Notice to Inspect in the Project Progress Schedule specified under section 01 32.00 10, “Progress Schedule”.

Hold Point Construction Required Inspection Designation COR Inspect

(1) Phase I

a) Floating Dock YES

b) Guide piles YES

c) Gangway YES

1.7 LOCATION

The work scheduled is located at:

U.S. Coast Guard Station Georgetown 355 Marina Dr.

Georgetown, South Carolina 29440-2412

1.8 INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. Arrangements for visiting the site may be made by contacting:

MK1 Kevin Bashaw Telephone: (843) 546-2742

1.9 DRAWINGS ACCOMPANYING SPECIFICATION

Drawings to be used with these specifications shall consist of U.S. Coast Guard Drawing No. M2066-D, 4 sheets.

1.10 WORK HOURS AND PROGRESS CHART SPECIAL TIME EVENTS AND ACTIVITIES

1.10.1 Normal Working Hours

The Contractor shall perform the Work at the site from Monday through Friday from:

ALL UNLESS NOTED OTHERWISE BELOW - 7:30 AM to 4:00 PM.

Unless modified under paragraph for Special Work Hour Requirements below.

The Contractor shall not have access to the site for the performance of any portion of the Work beyond these hours, during federal holidays nor weekends.

1.10.2 Special Work Hour Requirements

There are no special work hour requirements scheduled for this project.

1.10.3 Special Progress Chart Time Events and Activities

Schedule and indicate the following special time events and activities in the construction Progress Schedule specified in Section 01 32.00 10, “Project Schedule”.

a. Provide notice to the COR at least 7 calendar days prior to the scheduled commencement of the Final inspection.

1.11 SPECIAL WORK REQUIREMENTS

The following Special Work Requirements shall be strictly enforced:

a. Comply with all hot work requirements at the station.

b. Coordinate all phasing requirements with the Station. Include phasing requirements in Bid Proposal.

1.12 SAFETY PROGRAM

1.12.1 General

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

1.12.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.12.3 Safety Plan

The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.

1.12.4 Safety Data Sheets and Material Handling Procedures

1.12.4.1 Data Sheets

Submit Safety Data Sheet (SDS) for all materials containing hazardous substances required for contract execution. Information provided in SDS’s shall meet the requirements of 29 CFR 1910.1200. SDS’s require Contracting Officer review and acceptance prior to bringing these materials on site.

1.12.4.2 Material Storage

Limit the quantity of these materials stored on site to the amount needed for execution of work. Storage of excess materials will not be permitted.

Assure that the storage of these materials comply with all applicable federal, state, and local laws and regulations and provide additional storage facilities (paint lockers, etc.) as required for the storage of such materials. Coordinate the physical location of storage areas with the On-site Representative prior to bringing these materials on site. R

1.12.4.3 Protective Measures

The Contractor shall take all protective measures outlined on the SDS’s and as required by federal, state and local regulations to protect all personnel in the vicinity of the work area from exposure to these materials. The Contractor shall include any required protective measures in the Safety Plan. The COR shall review protective measures prior to allowing use of these materials.

1.12.4.4 Disposal of Excess Material

The Contractor shall dispose of all excess hazardous materials as required by the SDS and all applicable federal, state, local laws and regulations.

1.13 AVAILABILITY OF UTILITY SERVICES

Reasonable amounts of the following utilities will be made available without charge.

a. Potable Water.

Pay all costs incurred in connecting, converting, and transferring all of the utilities to the Work.

Provide temporary sanitation facilities for all personnel under the Contractor’s employ in conformance with the paragraph entitled Special Contract Requirements of the Construction Contract.

1.14 UTILITY OUTAGES

Issue a notification to the COR prior to interrupting or shutting down any utility. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the COR. Refer to paragraph for prior notice time requirements.

1.15 WORK COORDINATION

Closely coordinate all work with the COR in order to minimize disturbances to personnel and operations.

1.16 CONTRACTOR USE OF PREMISES

The Work will be performed on a Coast Guard operational military installation. Become familiar with and obey station fire, traffic, and security regulations. Personnel under the employ of the Contractor shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the COR. USCG personnel will occupy and be active in all adjacent areas bordering the Work. Therefore, isolate each construction area with temporary partitions and dust controls as required. Provide movable high-visibility safety fencing about all work areas and equipment lay-down areas located outdoors. Provide temporary covers on excavations when excavations are held open over night.

1.17 STORAGE AREA

The Contractor will be provided a storage area in a location determined by the COR. Restore the storage area to its original pre-construction condition at the completion of the Work. Repair all damage incurred to buildings or pavement as a result of storage activities.

1.18 CLEANUP

Keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes. The Use of Coast Guard waste disposal facilities including garbage cans, trash piles or dumpsters is strictly prohibited, unless approval is granted as specified herein. Provide covered waste containers to temporarily store all waste materials to prevent construction dust and debris from spreading onto active areas of the Coast Guard facility.

1.19 STORM PROTECTION

Take every practicable precaution to minimize danger to person, the Work, and to adjacent property should warnings of winds of gale force or stronger be issued. Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.20 RECEIPT OF MATERIALS

Address all shipment of materials and supplies to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.21 DELIVERY AND STORAGE

Carefully handle, properly store and adequately protect all equipment and materials to prevent damage before and during installation, in accordance with the manufacturer's recommendations. Replace all damaged or defective items at no additional cost to the Government. The COR shall designate the location of storage and staging areas. The Contractor shall be responsible for the security of all delivered materials and equipment. Secure all materials and equipment delivered to the site to prevent shifting or movement onto active areas of the Coast Guard facility.

1.22 SECURITY

Submit a list of the names of all personnel who will be working on the site prior to the preconstruction conference for approval. Provide an updated list to the Contracting Officer 72 hours in advance of commencing on-site activities. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed onto the project site.

1.23 RECORD DOCUMENTS

The Record Documents shall be comprised of the Record Drawings. Maintain at the job site (2) sets of full size Contract Drawings marked to show any deviations which have been made from the Construction Contract Documents, including buried or concealed construction and utility features revealed during the course of construction. Keep these drawings current with all deviations marked daily and available for review by the COR at all times.

These marked Contract Drawings shall form the basis for the Record Drawings.

The Record Drawings form the project Record Documents. The COR must approve and sign the project Record Documents (which include the Record Drawings) prior to release of Final Payment. Final Payment will not be approved until the marked Record Drawings are delivered to and approved by the Contracting Officer. Final Record Drawings must be submitted prior to requesting final inspection.

1.24 FINAL INSPECTION AND ACCEPTANCE

When the work is complete and ready for final inspection, submit a written request for final inspection to the Contracting Officer. Refer to paragraph for Final Inspection prior notification requirements.

1.25 WARRANTIES

Endorse all warranties and/or guarantees, either implied or expressed, for individual equipment to the Government.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

-- End of Section --

SECTION 01 32 01.00 10

PROJECT SCHEDULE

1.1 GENERAL

Prepare a Construction Progress Schedule in conformance with the section entitled Deliveries or Performance contained within the Construction Contract. The Construction Progress Schedule shall reflect all major milestones and events for the entire duration of the construction contract.

The Construction Progress Schedule shall be prepared in a horizontal bar graph format referencing all of the construction contract work activities to a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration interplay of activities, and dollar value of each activity.

1.2 RESPONSBILITES

The Contractor is responsible for executing the work within the time stated in the Construction Contract.

1.3 SUBMITTALS

Submit a preliminary single draft schedule copy of the Construction Progress Schedule prior to the Pre-Construction Conference. The preliminary single draft copy shall reflect time periods but will not show dates of Notice To Proceed (NTP) and completion. By having the draft schedule at the pre-construction conference, the Contracting Officer and Contractor can discuss any apparent inconsistencies or omission, and approval can be expedited.

Once a NTP date has been established, submit a minimum of (3) copies of the final Construction Progress Schedule including schedule of values no later than (5) calendar days after receiving the NTP. The final Construction Progress Schedule shall reflect all dates.

Submit updated Construction Progress Schedule every month along with the Request for Payment.

2.1 PROGRESS SCHEDULE

Construction Progress Schedule shall have project name, location, contract number, and company name. The final Construction Progress Schedule, with the NTP and Construction Contract completion date filled in, shall be signed.

At the left side of the Construction Progress Schedule form, list the following in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e., by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.) Additional activities important to the progress of the Construction Contract but conducted by others - such as testing conducted by agencies not related to the Contractor or the delivery of Contractor Installed

Government Furnished Equipment, interruption of existing utilities -may be considered for addition to the Progress Schedule by the Contractor, or added by the Contracting Officer at the Contracting Officer’s discretion.

b. Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

c. The Activities Percentage (i.e. 50%) or Weight (i.e. 5) of the entire contract based on Dollar Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the Contract Amount.

Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity. Indicate the percentage of the activity, which you intend to complete each week above or below each bar.

2.2 SPECIAL PROGRESS CHART TIME EVENTS AND ACTIVITIES

In addition to the minimum time events and activities required to be demonstrated on the Progress Chart as indicated herein, indicate and schedule the Hold Point Construction Inspections along with the Special Progress Chart Time Events and Activities listed in Section 01 11 00, “Summary of Work”, paragraphs 1.6 and 1.10.3, respectively.

3.1 UPDATING SCHEDULE

Update and submit Construction Progress Schedule every month with progress payment showing actual progress. Updated Construction Progress Schedule shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS

If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the Work as scheduled. He shall notify the Contracting Officer, in writing, within 3 calendar days.

3.3 PROGRESS CHART

A sample Construction Progress Schedule chart is shown on the following page. This should only be used as a guide. The Sample Chart displays the "basic type" of information, which should be included in the submitted progress schedules, but is not limited to the indicated activities, such as Submittals, Manuals, Test and Balance, etc.

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUBMITTALS REQUIRED

Items to be submitted are specified in each applicable Section of this specification and listed in the submittal register. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item that the Contractor proposes to furnish. Indicate the description of what is being submitted on the submittal cover sheet.

1.2 TIMING OF SUBMITTALS

1.2.1 General

Submit submittals in sufficient time and in such sequence to avoid delays in the Work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Commence submittal procedures upon receiving the Notice to Proceed.

1.2.2 Commencing the Submittal Process

Commence the shop drawing submittal process upon award of project. Special attention shall be given to the long lead items to avoid delays in the Work.

1.2.3 Preparation of Electronic Submittals

Prepare electronic submittals from one division complete and submit together and at the same time – piecemeal submittals from within each division are not acceptable and will be returned without review at the discretion of the Contracting Officer. In addition, submittals whose layouts and design are dependent on the Work included in other divisions (example: shop drawing submittal indicating a new mechanical utility building whose construction, size, layout and orientation depends on the type, manufacturer and size of the mechanical and electrical equipment contained within) shall also be returned without review at the discretion of the Contracting Officer if all related submittals from other applicable divisions are not submitted simultaneously. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer and returned to the Contractor within 10 working days after receipt by the Contracting Officer.

1.2.4 Long-Lead Items

Comply with the requirements specified in the Letter of Award. Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of items to the job site. Prepare submittals and submit those items in sufficient time to avoid delays.

1.3 DEFINITION

Contractor shall review individual specification sections for submittal requirements and applicable publications relating to submittals. Typical submittal types and numbers of each required are as follows:

1.3.1 Preconstruction Submittals (1 electronic copy each)

Submit information required before the start of the on-site physical work.

These may include progress schedule, qualifications, personnel list for security access, demolition and other required work plans.

1.3.2 Shop Drawings (1 electronic copy each)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8–1/2 inches by 11 inches in size using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for plan views and cross section views of each mechanical room.

1.3.3 Product Data (1 electronic copy each)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts. Submit complete descriptive data for each type of material. Clearly mark data to indicate the type of material the Contractor intends to provide.

1.3.4 Test Reports (1 electronic copy each)

Before delivery of materials and equipment or completion of the Work where indicated, certified copies of all test reports specified in the individual sections shall be submitted for approval.

1.3.5 Samples (2 each)

Submit color (not black and white) printed data or actual pieces of the items where specified in the individual specification sections. The contract prices will not be adjusted due to the Contracting Officer's selection of any color, texture, or pattern submitted.

1.3.6 Colors (1 electronic copy each)

Unless otherwise noted in Contract Documents color selection will be made by the COR.

1.3.7 Certificates of Compliance (1 electronic copy each)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform and comply with the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

1.3.8 Standards of Compliance (1 electronic copy each)

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer for approval. If an organization uses a label or listing to indicate compliance with a particular standard, label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a Certificate of Compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

1.3.9 Manufacturer's Instructions (1 electronic copy each)

Where installation procedures or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer prior to installation. Installation of the item will not be allowed to proceed until the installation recommendations are received. Failure to furnish these recommendations can be cause for rejection of the material. With this submittal, explicitly identify in writing any differences between manufacturer's installation instructions and the requirements specified herein.

1.3.10 Operation and Maintenance Manuals (1 paper copy to ensure completeness, then 3 hard copies plus 3 electronic copies on DVD media)

Compile an Operation and Maintenance Manual section for each item of equipment. The Operation and Maintenance Manuals shall form a part of the Record Documents - refer to section 01 11 00, “Summary of Work”, for additional requirements. Furnish the complete manuals bound in hardback binders. Provide one complete manual prior to the time that equipment tests are performed for review and approval. Provide the final manuals including the electronic copies (in PDF format) incorporating all review comments prior to Contract completion. Provide the following inscription on the cover of each manual and each electronic DVD copy:

OPERATION AND MAINTENANCE MANUAL

Project Name

Project Number Name of Prime Contractor

Contract Number

Page 1: Provide the first (cover) page of the manual with the following:

OPERATION AND MAINTENANCE MANUAL

Project Name Project Number

Contract Number

General (Prime) Contractor: Name, address, telephone number.

Sub-Contractor: Name, address, telephone number (for each sub-contractor).

Major Equipment Vendor/Supplier: Name, address and telephone number for each local representative for each item of equipment.

Page 2: Table of Contents

Assemble the remaining portions of the manual to conform and coordinate with the Table of Contents. Each section shall have a tab sheet placed before the data or instructions covering the subject and shall match the order presented in the Table of Contents. The instructions shall be legible and easily read, with large sheets of drawings folded in as required. Each section shall include, as a minimum:

a. A complete description of the system, wiring and control diagrams with data to explain detailed operation and control of each item of equipment;

b. A control sequence describing start-up, operation and shut-down instructions;

c. Installation instructions;

d. Maintenance instructions;

e. Lubrication schedule including type, grade, temperature range, and frequency;

f. Safety precautions, diagrams, and illustrations;

g. Operating instructions;

h. Test procedures;

i. Performance data;

j. Parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization, which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided;

k. Training lesson plans;

l. Training(s) letter to Contracting Officer.

1.3.11 Operating Instructions (1 electronic copy each)

Furnish manufacturer's Operating Instructions for each principal mechanical and electrical component or item, for use by operating personnel. A copy shall be provided in each of the Operations and Maintenance manuals as indicated above. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment. The instructions shall describe the functions of the equipment, its most economical operation, start-up and shutdown procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

1.3.12 Training Instructions (hard copies for the attendees and 1 electronic copy each)

Prior to conducting any training instructions, furnish a lesson plan and the qualifications of the trainer for each training session specified under each individual technical specification section. Each lesson plan shall be prepared on 8-1/2” x 11” paper and include, as a minimum:

a. Project title, name of contractor and/or subcontractors responsible for each training lesson including address and telephone number;

b. The name and qualifications of the proposed trainer including the trainer’s resume, work history and/or relationship with the service provided, certifications and trainer history;

c. A complete description of the system/equipment/component to be instructed;

d. Training schedule including all topics listed in the order of proposed presentation, breaks, demonstrations – all presented within a maximum (or multiple) 8 hour day(s);

e. General technical description of each topic to be presented including wiring and control diagrams, operation and control of each item of equipment, demonstration of control sequences describing normal and emergency operations, recommended maintenance cycles, lubrication schedule, safety precautions.

Provide 1 hard copy bound lesson plan for each of the attendees specified in section 01 11 00, paragraph 1.28. Submit an electronic copy of the Training plan including accepted comments and the recorded instruction (if specified in section 01 11 00, paragraph 1.28) after completion of the Training Instruction.

PART 2 - PRODUCTS

PART 3 - EXECUTION

Provide the submittals listed in the attached Appendix 01 33 00.A and in the format and quantities specified herein.

APPENDIX 01 33 00.A

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT TITLE

Replace Floating Docks

PROJECT NUMBER

5897961

CONTRACT NUMBER

SPECIFICATION

PARAGRAPH NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R E D

S U B M I S S I O N

D A T

B M I T T A L

N U M B

R

S U B M T T A L

N

M B

T E

O

C

N T R A C T I

G

T E

T O

P R O J E

M

N A G

DATE CONTRACTOR

NOTIFIED REMARKS

S H O P

D R A W I N

P

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

F

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

I

S T R U C T I O

N U F A C T U R E R

W

R R A N

Y

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

H

M M E N

S A P P R O V

N A L

A P P R O V

Division 01

01 11 00 – 1.1.1, f.

State License X

01 11 00 – 1.12.3, Safety Plan X

01 11 00 – 1.12.4, Safety Data Sheets X

01 11 00 – 1.22 Personnel List X

01 11 00 – 1.23 Record Documents

01 11 00 – 1.24 Request for Final Inspection

X

01 32.00 10 – 1.3 Progress Schedule X

01 32.00 10 – 1.3 Schedule of Values X

01 33 00 – 1.2.4 Long Lead Items X

01 33 00 – 1.3.10 Operation and Maintenance Manual

X

01 33 00 – 1.3.11 Operating Instructions

X

01 33 00 – 1.3.12 Training Instructions

X

PROJECT TITLE

Replace Floating Docks

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

01 35 29 – 1.3 Accident Prevention Plan/Site Specific Safety and Health Plan (APP/SSHP)

X

Division 02

02 41 00 – 1.2.1 Demolition/Deconstru ction Plan

X

02 41 00 – P 1.6 Demolition Plan X

02 41 00 – P 1.6 Disposal Receipts X

Division 31

31 62 19.13 – 1.2 Piles X

31 62 19.13 – 1.2 Pile Driving Equip. X

31 62 19.13 – 1.2 SDS and CIS X

31 62 23 – 1.2 Pile Mill Certificates for pipe piles

X

31 62 23 – 1.2 Pile Driving Records X

Division 35

35 51 13.00 20 – 1.2 Precast Floats X

PROJECT TITLE

Replace Floating Docks

PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Gangway Details X

35 51 13.00 20 – 1.2 Anchorage and lifting inserts and devices

X

35 51 13.00 20 – 1.2 Guide Pile Caps X

35 51 13.00 20 – 1.2 Precast Concrete Floats Design Calculations

X

35 51 13.00 20 – 1.2 Gangway Design X

35 51 13.00 20 – 1.2 Concrete Mix Design X

35 51 13.00 20 – 1.2 Contractor-Furnished Mix Design

X

35 51 13.00 20 – 1.2 Fabrication X

Rubbing Surface X

SECTION 01 35 29

HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.120 Hazardous Waste Operations and Emergency

Response

29 CFR 1926 Safety and Health Regulations for

Construction

29 CFR 1926.65 Hazardous Waste Operations and Emergency

Response

29 CFR 1926.106 Working Over or Near Water

1.2 DESCRIPTION OF WORK

This section requires Contractors to implement practices and procedures for working safely and in compliance with OSHA and USACE regulation while performing demolition activities.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Certificate of Compliance

Accident Prevention Plan/Site Specific Safety and Health Plan

(APP/SSHP)

1.4 REGULATORY REQUIREMENTS

Comply with EM 385-1-1, OSHA requirements in 29 CFR 1910 and 29 CFR 1926 with work performed under this contract, especially OSHA's Standards 29 CFR 1926.65, 29 CFR 1926.106, and 29 CFR 1910.120 and state specific OSHA requirements where applicable. Submit to the Contracting Officer for resolution matters of interpretation of standards before starting work. The most stringent requirements apply where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary.

1.5 ACCIDENT PREVENTION PLAN/SITE SAFETY AND HEALTH PLAN (APP/SSHP)

Develop and implement a Site Safety and Health Plan and attach to the Accident Prevention Plan (APP) as an appendix (APP/SSHP). Address all occupational safety and health hazards associated with demolition operations within the APP/SSHP. The APP/SSHP is a dynamic document, subject to change as project operations/execution change. The APP/SSHP will require modification to address changing and previously unidentified health and safety conditions. It is the Contractor's responsibility to ensure that the APP/SSHP is updated accordingly. Submit amendments to the APP/SSHP to the COR as the APP/SSHP is updated. For long duration projects resubmit the APP/SSHP to the COR annually for review. The APP/SSHP must contain all updates.

1.5.1 Acceptance and Modifications

Prior to submittal, the APP/SSHP must be signed and dated by the Safety and Health Manager and the Site Superintendent. Onsite work must not begin until the plan has been accepted.

1.5.2 Availability

Make available the APP/SSHP in accordance with 29 CFR 1910.120, (b)(1)(v) and 29 CFR 1926.65, (b)(1)(v).

1.6 HOT WORK

Hot work will not be permitted on anywhere else not previously specified as a hot work area, except as outlined herein. Prior to conducting hot work, a hot work permit must be prepared by the person to be conducting the hot work and reviewed and signed off by the Contractor's qualified person. An additional hot work permit may need to be obtained from, in the case of military or other federal installations, the fire marshal. An example format for a hot work permit must be included in the APP/SSHP. Describe compliance with the following procedures. The hot work prohibition includes welding, cutting, grinding, sawing, or other similar operations which could be expected to potentially generate combustion-producing temperatures or sparks, or which could produce potentially hazardous fumes or vapors.

Designate an individual at each hot work site as a fire watch. This person's sole responsibility is to monitor the hot work and have immediate access to the fire extinguisher located at each hot work site.

1.7 ENVIRONMENTAL PROTECTION REQUIREMENTS:

Provide and maintain environmental protection during the life of the Contract to control pollution or to correct conditions that develop during construction. Comply with all Federal, State, and local laws and regulations pertaining to water, air, soil, and noise pollution.

1.8 DUST CONTROL

Keep dust down at all times, including non-working hours, weekends, and holidays. Sprinkle or treat with dust suppressors, the soil at the site, haul roads, and other areas disturbed by operations.

1.9 NOISE

Comply with applicable portions of the Noise Control Act (NCA). The Contractor is responsible for complying with all other federal, state, and local noise control laws and regulations.

Not Used

Not Used

SECTION 02 41 00

DEMOLITION

1.1 REFERENCES

The publications listed below form a part of this specification to the

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition

Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011) Safety and Health Requirements Manual

40 CFR 61 National Emission Standards for Hazardous Air

Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

Prepare a Demolition Plan and submit proposed demolition, and removal procedures for approval before work is started Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be removed. Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan shall be approved by Contracting Officer prior to work beginning.

1.2.2 General Requirements

Do not begin demolition until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes salvage and recycling of materials. The work includes demolition, of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

1.3.3 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.5 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available as directed by the Contracting Officer.

1.6 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Demolition Plan

Disposal Receipts

1.7 QUALITY ASSURANCE

Notify the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSE/SAFE A10.6. Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.8 PROTECTION

1.8.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Notify the Contracting Officer prior to beginning such work.

1.8.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.9 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

NOT USED

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified. Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

a. Remove existing structures indicated to be removed. Extract all piles below grade; do not cut off piles at mud line.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities, as indicated and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location in accordance with instructions of the Contracting Officer.

3.1.3 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish. Patching shall be as specified and indicated, and shall include:

a. Concrete: Completely fill holes and depressions, left as a result of removals in existing masonry walls to remain, with an approved masonry patching material, applied in accordance with the manufacturer's printed instructions.

3.2 DISPOSITION OF MATERIAL

3.2.1 Title to Materials

All materials and equipment removed and not reused, shall become the property of the Contractor and shall be removed from Government property.

The Government will not be responsible for the condition or loss of, or…