SOW_0001.pdf

HARKERS ISLAND HARBOR Scope of Work

STATEMENT OF WORK

PMIS: 312253

CALO HARBOR, HARKERS ISLAND

Prepared by: STEVE SABOL Date: January 2022

Revised: 8/22/23

1.0 Section 1: Introduction

1.1 Overview:

This document is a Statement of Work (SOW) for the National Park Service (NPS). The purpose of the SOW is to describe services associated with construction of a stationary pier and dolphins at the Harkers Island Boat Harbor and Cape Lookout National Seashore.

The contractor shall exercise management and operational control over and retain full responsibility for requirements as set forth in this SOW. The Government shall not exercise any supervision or control over sub-contractor(s) performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government.

Offerors are encouraged to propose process improvements and industry best practices in their proposals.

1.2 Site History:

Harkers Island Harbor provides boat docking and logistics area for all government owned vessels of Cape Lookout National Seashore.

1.3 Project Background:

A. This project will construct a stationary pier to be used as daily mooring area for NPS vessels and contractors.

B. This project will install a dolphin at the northern terminus of the pier on the west side of the boat ramp. (Pier existing)

C. This project will install a dolphin at the northern terminus of the new pier to be constructed.

1.4 Description of stakeholders and customers:

This project will be managed by a Project Manager (PM) from Cape Lookout National Seashore.

The park superintendent and staff are the project’s primary stakeholders for this work. The Harbor will remain open to visitors while the work of this contract is executed, and the contractor shall state in the proposal how they intend to provide visitor access during construction. Visitors are the park’s primary customers. Occasional contact with visitors by the contractor is likely. As all resources and operations of the NPS are ultimately paid for by the U.S taxpayer, any visitors that the contractor encounters while accomplishing this work should be considered a customer and be accorded all reasonable courtesy.

2.1 Section 2: Scope of Work

2.1 Objectives of the Project:

The primary objectives of the project are:

Pre-proposal site visit is encouraged. If desired, coordinate with Contracting Officer o The Park can provide general access to the area and any available documents directly pertaining to this project.

o Contractor shall be responsible to bring any measuring, marking and recording material needed.

Review photos and information provided Complete marine construction and dock work.

Specifically, the contractor is expected to accomplish the following objectives:

1. Pre-Construction Site Visit is required. This should be coordinated with the

Contracting Officer.

2. Contractor is responsible for all daily transportation, transportation over waters, vessel transport, and ferry transport.

3. Construct a stationary pier 4’ wide by 30’ long perpendicular to the concrete seawall.

4. Marine construction operations to include:

a. the driving of (10) class B pilings. Pilings to be driven to a depth of 15’ below the mud line. Piles will have 8’ exposure above water line. Estimated length of each piling 30’ to accommodate driven depth, water depth, and exposure.

b. installation a dolphin at the northern terminus of the pier on the west side of the boat ramp. (Pier existing)

c. installation a dolphin at the northern terminus of the new pier to be constructed.

5. All brackets and structural elements used will be T6061 aluminum (or better) or type 316 stainless steel. All hardware used will be type 316 stainless steel.

6. All dissimilar metals will be isolated with HDPE or EPDM pads, washers, or bushings.

The location of the work is shown in SOW Attachment B.

-Contractor to provide all on site transportation.

-Contractor to provide all required equipment for transport of spoils, materials, equipment, and personnel.

2.2 Contractor Responsibilities:

2.2.1 Personnel and Equipment:

The contractor shall provide all personnel, expertise, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and services necessary to perform the work as defined in this SOW except for those items specified as government furnished property and services. Any quantities in this SOW are estimates only; the contractor shall be solely responsible to verify all project quantities and existing conditions.

2.2.2 Documentation:

The contractor shall be responsible for the documentation of all efforts to include architectural drawings, shop drawings, product submittals, licensing agreements, quality control documents, material testing results, permitting, and any other documentation required per this SOW or the

CO.

2.3 Work Location:

The work will be performed at Harkers Island Harbor, 131 Charles Street, Harkers Island, NC, 28531.

2.4 Scope of Work:

The Contractor will design and execute the work in coordination with the NPS as described in Section 2.1 and other sections of this Scope of Work.

2.4.1 Materials Quality:

The NPS requires that commercial grade products with a service life of no less than 20 years be used for products that are not mentioned specifically by name or manufacturer’s specifications.

2.4.2 Codes and Standards:

The NPS requires that all work to be performed to all applicable codes and standards.

2.4.3 Aesthetic Quality:

The NPS requires that all work, including those elements that are typically hidden from normal view or inspection, be installed in a neat and workmanlike manner.

2.5 Period of Performance:

The period of performance shall be 60 days from issuance of a notice to proceed by the NPS Contracting Officer.

2.6 Required Plans and Submittals:

2.6.1 Quality Control Plan (QCP):

The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this SOW. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract.

The QCP is to be delivered to the COR in accordance with the submittal register provided in Attachment A. After acceptance of the quality control plan the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC system. A revised copy of the QCP shall be submitted to the COR within 5 working days when changes are made thereafter.

2.6.2 Design, Product, and Other Project Management Submittals:

Design, product, and other submittals required by the COR to effectively manage the project are indicated in the submittal list provided in SOW Attachment A. A submittal register will be provided under separate cover after the contract is awarded. The Contractor will provide the required submittals to the NPS in accordance with the procedures described in SOW Attachment A.

2.7 Recognized Holidays:

The contractor is not authorized to work at the site on Federal Holidays unless specifically authorized in writing by the NPS Contracting Officer. Requests to work over a holiday must be received no less than 3 working days prior to the holiday.

2.8 Hours of Operation:

The contractor is responsible for conducting business at the site between the hours of 7 am to 5 pm Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. Work outside of these hours will not routinely be approved and must be requested with the Park and COR no less than 72 hours prior.

The contractor will not be reimbursed when the government facility is closed for the above reasons. The Contractor must always maintain an adequate workforce for the uninterrupted performance of all tasks defined within this SOW when the Government facility is not closed for

2.9

2.10

2.11

2.12

2.13 the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

Post Award Conference/Periodic Progress Meetings:

The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5.

The contractor will submit a Summary Report of the Post Award/Pre-Construction Meeting within 3 Days of the meeting to the CO/COR. This Summary Report will be a synopsis of the Post Award Meeting and will address any further questions or concerns the contractor needs answered before proceeding.

The contracting officer, Contracting Officer’s Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

Construction Staging Area A map indicating the construction staging area will be designated by the COR, see Attachment B.

Installation of portable fencing is permitted. Connex boxes are permitted. The construction staging area will be maintained in a neat and orderly condition at all times.

Construction Schedule As per Submittal Register- Contractor to create detailed construction schedule. Timeline shall start at NTP and carry through final punch-list inspection.

Contracting Officer Representative (COR):

The COR monitors all technical aspects of the contract and assists in contract administration The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract: perform inspections necessary in connection with contract performance: maintain written and oral communications with the Contractor concerning technical aspects of the contract: issue written interpretations of technical requirements, including Government drawings, designs, specifications: monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies;

coordinate availability of government furnished property, and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

Key Personnel: The following personnel are considered key personnel by the government:

Contracting Officer:

Marilia Mateo Marilia_Mateo@nps.gov 470-819-0933

Contracting Officer’s Representative Jason Blount COR, Project Manager

2.13.1 Site Superintendent:

The contractor shall provide a site superintendent who shall be responsible for the performance of the work. The site superintendent shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The site superintendent or alternate shall be present on site at all times when the contractor’s employees are working.

2.13.2 Alternate Site Superintendent:

The alternate site superintendent shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract when the Site Superintendent is not on site.

The site superintendent or alternate shall be present on site at all times when the contractor’s employees are working.

3.0 Section 3: Government Furnished Items and Services

3.1 Services

The Government shall supply no service to the contractor.

3.2 Facilities

There are public restroom facilities for contractor use. Potable drinking water is available. No electricity is available for contractor use. Contractor will supply portable generator as necessary.

3.3 Utilities

Electricity is not available. Contractor will be responsible for providing properly sized generators to execute contract.

3.4 Equipment

The Government will provide no equipment to the Contractor.

3.5 Materials

The Government will provide no other materials to the Contractor.

4.0 Section 4: Project Objectives, Measures & Specifications

4.1 Confirm the Functional Requirements of the Work.

4.1.1 Task Description:

The contractor will be familiar with the requirements stated in this scope of work and meet with the park superintendent and staff to gain a clear understanding of the design and functional requirements of work desired.

4.1.2 Acceptable Quality Level:

The CO/COR will organize and conduct a pre-construction meeting with the contractor, park superintendent and staff within three weeks of Contract Award. The objective of the meeting is to discuss and coordinate the Contractor’s proposed approach to accomplishing the work, establish clear lines of communication and authority, and confirm specific details of the timeline for completion. The contractor will prepare and submit a narrative summary or meeting minutes as a submittal. The summary is intended to capture any additional information requirements or questions the contractor has prior to construction commencing and is typically 1 to 2 written pages in length. The summary document need not contain sophisticated graphics or images.

4.2 Confirm Existing Conditions, and Provide Design/Product Submittals/Samples

4.2.1 Task Description:

The contractor will confirm existing site conditions and measurements. Any quantities in this SOW are estimates only; the contractor shall be solely responsible to verify all project quantities and existing conditions. Design and shop drawings, material samples and product submittals related to the proposed work will be prepared and submitted the NPS. NPS approval will be obtained prior to ordering materials. Work will be executed as described in the approved drawings and submittals.

4.2.2 Acceptable Quality Level:

All design/shop drawings of the proposed work will be prepared using an electronic drawing program such as AutoCad or similar. Drawings will be scaled and contain detail sufficient to communicate the intent of the designer and permit a thorough and detailed on-site inspection of the work by NPS inspectors. Hand drawn sketches of the proposed work are not acceptable shop drawings and will be rejected without review. Product submittals may be cut sheets but must clearly indicate the specific item to be used. Product submittals that do not indicate the specific item to be approved will be rejected without review.

4.3 Protect Existing Resources from Damage:

4.3.1 Task Description:

Protective material, barriers, and marking tape will be installed as necessary to ensure that the landscape is reasonably protected from incidental damage during the work, and to prevent visitors from entering the area.

4.3.2 Acceptable Quality Level:

100% compliance

4.5 Marine construction to include pile driving and stationary element construction:

4.5.1 Task Description:

Drive 10 piles per attached drawings. Piles to be plumb, level, and equal exposure height. Piles to be class B, 14” butt end nominal. Piles to support framing and construction of new fixed pier.

Drive a total of 6 piles for (2) dolphin locations. (See attached drawings).

4.5.2 Construct stationary pier. Stationary element to be framed with 4x10 dimensional lumber.

Surface of stationary pier to be Surestep/Thruflow (submittal required) or equivalent..

Supporting structural framing to match manufacturer recommendations. Pier total length 30’ from seawall. Stingers to be 2x10 dimensional, spaced on centers per manufacturer of decking specs.

4.5.3 Header to be fastened to each pile with 5/8” double-hot-dipped galvanized carriage bolts.

Carriage bolts to include washer, lock washer, and nut. Decking screws to be Type 316 stainless steel, 3” length, T25 Torx head. (2) bolts per header, per pile.

4.5.3 Stationary element to be framed (Headers) with marine grade pressure treated 4x10 lumber.

(Submittal required) Stingers to be 2x10 dimension, pressure treated, marine grade. All stringers to be mechanically fastened to header with stringer hurricane tie, type 316 stainless steel.

4.5.4 Finished surface of pier to be Surestep/Thruflow or equivalent. HDPE polymer decking product allowing for 70% light transmission and properties to allow water flow. (Submittal required).

4.5.5 8 stainless steel cleats to be installed on east and west edge of dock, cleat horn width 10”

4.5.6 (2) Dolphin pilings to be installed will consist of 3 class B piles (6 total). 14” butt end nominal.

Driven in a triangle formation next to each other. Fastened together with 5/8” stainless steel aircraft grade cable, 6 wraps of cable nominal. Cable secured to piles with construction staples, penetrating 2” nominal into piling. Height above water (mean tide) 8’.

A. Dolphin at existing pier to be centered 6’ from end of existing pier.

B. Dolphin at new pier to be centered at 8’ from end of new pier.

4.5.7 Acceptable Quality Level:

100% completion per specifications and construction drawings.

4.6 Quality Assurance Reporting

4.6.1 Task Description:

Daily reports will be consolidated and submitted to the COR weekly. Project management submittals will be submitted and approved as indicated on the Transmittal Register. Product submittals will be approved in advance of procurement and installation.

4.6.2 Acceptable Quality Level:

90% of daily reports will be received complete and on time. 100% of pre-construction project management submittals will be received and approved prior to procurement and installation.

4.7 Demobilize Project

4.7.1 Task Description:

Remove all construction associated debris and equipment from the worksite. Repair any damage to adjacent landscape and reseed damaged lawn areas affected by departure.

4.7.2 Contractor responsible for all debris and refuse removal. This includes over water transportation, hauling, tipping fees, disposal fees, and all transportation associated with debris.

4.7.3 Acceptable Quality Level:

100% compliance

4.8 Project Closure

4.8.1 Task Description:

Complete all administrative requirements needed to close the project within 2 weeks of final acceptance of site work.

4.8.2 Acceptable Quality Level:

100% compliance

SOW Attachment A Submittal Procedures and List of Required Submittals

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Government’s responsive action.

B. Informational Submittals: Written information that does not require Government’s responsive action. Submittals may be rejected for not complying with the requirements.

1.3 GENERAL SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Review them for legibility, accuracy, completeness, and compliance with Contract Documents.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Contracting Officer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Submittal List: A submittal list has been attached to the end of this Specification Section. The intent is to provide an overall summary of submittal requirements and not a comprehensive list.

The requirements of the individual Specification Sections, terms and conditions of the Contract still apply regardless of what is shown on the submittal list.

C. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on Contracting Officer’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

1. Action Submittals

a. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

b. Re-submittal Review: Allow 10 days for review of each re-submittal.

2. Informational Submittals

a. Review: Allow 10 days for review of each submittal.

D. Approved Equals:

1. For each item proposed as an “approved equal,” submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred as a result of the substitution.

E. Additional Copies: Unless additional copies are required for final submittal, and unless Contracting Officer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned.

F. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Contracting Officer will discard submittals received from sources other than Contractor.

1. CM-16 Transmittal Form: All material submittals shall be transmitted using National Park Service form CM-16. (This form can be downloaded from the Workflows website at http://www.nps.gov/dscw/con_subreview21.htm.) No action will be taken on a material submittal item unless accompanied by the transmittal form.

2. Documents required in division 1 are to be delivered under separate cover letter. Do not use the CM-16 Transmittal form for these documents.

G. Identification:

1. Include the following information on each transmittal sheet:

a. Project name, Park, PMIS number, Contract number.

b. Date.

c. Submittal number or other unique identifier, including revision identifier.

i. Submittal number shall be a sequential number (e.g., 001). Re-submittals shall include an alphabetic suffix after another decimal point (e.g., 001.A).

H. Re-submittals: Make re-submittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Re-submit submittals until they are marked “Approved” or “Approved with notations”.

I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

J. Use for Construction: Use only final submittals with mark indicating “Approved” or “Approved with notations.

1.4 CONTRACTOR’S USE OF CAD FILES

A. General: NPS has no CAD files associated with the project.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer’s written recommendations.

b. Manufacturer’s product specifications.

c. Manufacturer’s installation instructions: When Contract Documents require compliance with manufacturer’s printed instructions, provide one complete set of instructions to Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

d. Manufacturer’s catalog cuts: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

e. Wiring diagrams showing factory-installed wiring.

f. Printed performance curves.

g. Operational range diagrams.

h. Compliance with specified referenced standards.

i. Testing by recognized testing agency.

4. Number of Copies: Submit four copies of Product Data, unless otherwise indicated.

Contracting officer will return one copy. Retain copy as a Project Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shop work manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Notation of coordination requirements.

j. Notation of dimensions established by field measurement.

k. Relationship to adjoining construction clearly indicated.

l. Seal and signature of professional engineer if specified.

m. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Submit shop drawings electronically in .pdf format. When requested specifically, submit paper copies of shop drawings on sheets at least 8.5 by 11 inches but no larger than 30 by 40 inches.

3. Number of Copies: Submit four copies of each submittal. Contracting Officer will return one copy.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Submittal Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

4. Samples for Initial Selection: Submit manufacturer’s color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit two full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer’s product line. Contracting Officer will return submittal with options selected.

5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit four sets of Samples. Contracting Officer will retain three Sample sets; remainder will be returned. Retain Sample set as a Project Record Sample.

E. Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material. Every effort will be made by the National Park Service to approve these materials.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals as required in this SOW or as requested by the CO.

1. Number of Copies: Submit Informational Submittals electronically whenever possible.

When submitting on paper, provide three copies of each submittal, unless otherwise indicated. Contracting Officer will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Informational submittals that do not comply with the requirements specified in the Contract Documents will be rejected and one copy will be returned.

PART 3 - EXECUTION

3.1 CONTRACTOR’S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions.

3.2 CONTRACTING OFFICER’S ACTION

A. General: Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated; or submittals do not show evidence of Contractor’s approval.

1. Any work done or orders for materials or services placed before approval shall be at the Contractor’s own risk.

B. Action Submittals: Contracting Officer will review each submittal, make marks to indicate corrections or modifications required, and return one copy. Contracting Officer will annotate the CM-16 Transmittal Form indicating the action taken, as follows:

1. The returned submittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

C. Informational Submittals: Contracting Officer will review each submittal and will not return it or will reject and return one copy if it does not comply with the requirements. Contracting Officer will forward each submittal to appropriate party.

D. Partial submittals are not acceptable, will be considered non-responsive, and will be returned without review.

END OF SECTION

LIST OF REQUIRED SUBMITTALS

1.0 Submittals Due Prior to Issuance of Notice to Proceed

1.1 Contracting General Conditions - includes bond, insurance, list of subcontractors, and all other legal documents and certifications required by the CO to execute the contract. Submittals should be sent directly to CO for approval. No transmittal slip required.

2.0 Submittals Due After Issuance of Notice to Proceed and Prior to Start of Work

2.1 Designation letter and description of qualifications of Superintendent, and Assistant

Superintendent

2.2 List of Sub-Contractors

2.3 Schedule of Values

2.4 Quality Control Plan

2.5 Accident Prevention / Safety Plan / Spill Plan

2.6 Project Schedule

2.7 Coordination Meeting Summary Report

2.9 Pier decking surface material for stationary pier

2.10 Cut sheets for hardware to be used and location of each.

2.11 Diagram of proposed piling layout, with dimensions.

2.12 Shop drawing of stationary element framing members, with dimensions.

2.13 Shop drawing of Dolphin construction.

2.14 Specifications/Cut sheets for timber, lumber, and piles.

3.0 Submittals Due During Project Execution and Prior to Final Inspection Request

3.1 Contractor Quality Control Daily Reports

3.2 Project schedule updates – Included with monthly invoice submissions.

4.0 Submittals Due at Close Out Meeting

4.1 Product and Workmanship Warranties. One Hard copy given to the park. Digital files of

Warranties, and any project photos included on a Thumb Drive, one each to Park Facility Manager and one to Project Manager.

An electronic transmittal register will be provided by the COR under separate cover after contract award.

SOW Attachment B, Detail, Maps, Pictures

1. Coordinates delineated by CAMA and DNR where no marine construction will take place East of this line. Piles may not be driven past this line.

2. Area of dock construction - dredging completed by NPS on 8/18/23.

3. Dock construction drawings:

NEW PIER SIDE PROFILE:

NEW PIER TOP PROFILE:

NEW PIER TOP PROFILE, EXISTING CONDITIONS, LOCATION OF PIER

AND DOLPHIN:

NEW DOLPHIN AT EXISTING PIER ON WEST SIDE OF BOAT RAMP: