1-Specs.pdf

IFB No. W912DW25B0008

Date: 01 March 2025

FY25 Everett Hydraulic Dredging Everett, Washington

Invitation For Bid

DB SP JOB# 25009

FY25 Everett Hydraulic Dredging 25009 Everett, WA

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00 11 00

BID SCHEDULE

ITEM

NO. DESCRIPTION OF ITEM

ESTIMATED

QUANTITY

(Note 1) UNIT

UNIT

PRICE AMOUNT

BASE ITEMS

1000 Mobilization and Demobilization 1 JOB N/A $

2000 Dredging and Disposal (Sta. 337+07 to Sta. 354+47) 80,000 CY $ $

3000 Dredging and Disposal (Sta. 65+00 to Sta. 78+00) 20,000 CY $ $

TOTAL ESTIMATED AMOUNT BASE ITEMS: $

OPTIONAL ITEMS

2100 Additional Dredging and Disposal (Sta. 337+07 to Sta. 354+47)

2101 Additional Dredging and Disposal 25,000 CY $ $

2102 Additional Dredging and Disposal 45,000 CY $ $

3100 Additional Dredging and Disposal (Sta. 65+00 to Sta. 78+00)

3101 Additional Dredging and Disposal 5,000 CY $ $

3102 Additional Dredging and Disposal 15,000 CY $ $

TOTAL ESTIMATED AMOUNT OPTION ITEMS: $

TOTAL ESTIMATED AMOUNT BASE & OPTION ITEMS: $

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

Note 1: Quantities are ESTIMATED except where shown as “JOB”.

Note 2: Bids shall not be submitted for quantities less than those specified for each line item.

Note 3: Offerors must insert a price on all numbered items of the Bid Schedule. Prices are on a unit basis. Failure to include pricing for all quantities of all line items will result in rejection of the bid as non-responsive.

Note 4: The contract price will be evaluated based on the total price of all options exercised the maximum number of times, added to the total price of the base items.

Note 5: Optional items may be exercised out of order and may be ordered in partial quantities and in multiple successive exercise increments.

DEFINITIONS FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

CY = Cubic Yards

--END OF SECTION--

W912DW25B0008 01 00 00 TOC - 1

SECTION 01 00 00

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

Section No. Section Title

00 11 00 Bid Schedule

01 00 00 Table of Contents

01 11 00 Summary of Work

01 11 00-A Project Benchmarks

01 20 00 Price and Payment Procedures

01 33 00 Submittal Procedures

01 33 00-A Draft Submittal Register Form 4288

01 33 00-B Example Submittal Transmittal Form 4025

01 35 26 Government Safety Requirements

01 35 26-A ENG Form 6282 SSHO Designation Letter

01 35 26-B ENG Form 6293 Accident Prevention Plan

01 35 26-C ENG Form 6206 Activity Hazard Analysis

01 45 00 Quality Control

01 45 00.15 10 Resident Management System Contractor Mode (RMS CM)

01 57 19 Temporary Environmental Controls

01 57 19-A Washington Department of Ecology Water Quality Certification (WQC)

01 57 19-B Water Quality Monitoring Plan (WQMP)

01 57 19-C Inadvertent Discovery Plan

35 20 23 Dredging

35 20 23-A U.S. Geologic Survey (USGS) Wentworth Grade Scale

35 20 23-B DNR Disposal Reports

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SECTION 01 11 00

SUMMARY OF WORK

UFGS 02/24; NWS NAV 10/24

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety - Safety and Occupational Health (SOH) Requirements

ER 415-1-17 (2012) Construction -- Construction Contractor Performance Evaluations

EM 1110-2-1003 (2013) Engineering and Design - Hydrographic Surveying

EP 1110-1-8 (2021) Engineering and Design - Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for information only (FIO). Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Project Schedule; G Notice to Mariners; FIO

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes hydraulic pipeline dredging of the Snohomish River Federal Navigation Channel.

Material dredged from the lower channel and lower settling basin will be placed at Jetty Island.

Material dredged from the upper channel and upper settling basin will be placed at Parcel O. The in-water work window is 16 OCT 2025 through 14 FEB 2026.

1.3.2 Location

The work is located in Everett, WA, on the Snohomish River Federal Navigation Channel, approximately as indicated. The exact location is shown on the plans.

1.4 PROJECT SCHEDULE

1.4.1 Baseline Project Schedule

Within 10 calendar days after Notice to Proceed and prior to the start of work, prepare and submit to the COR a Baseline Project Schedule in accordance with the terms in Contract Clause FAR 52.236-15

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Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to

a. The Contractor starting construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced.

1.4.2 Schedule Monthly Updates

Update the Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work.

1.4.3 2-Week Look Ahead Schedule Prepare and issue a 2-Week Look Ahead schedule prior to the weekly coordination meetings to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the 2-Week Look Ahead Schedule.

1.5 SUPERVISION

1.5.1 Superintendent Qualifications

Provide project superintendent with a minimum of 5 years experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer Representative (COR) may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question. For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.5.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.5.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be always on-site during the performance of this contract until the work is completed and accepted.

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1.5.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6 PROJECT SPECIFIC PHYSICAL DATA

Data and information furnished or referred to below is for information only. The Government will not be responsible for any interpretation or conclusion drawn by the Contractor from this data and information. See FAR Clause 52.236-4 PHYSICAL DATA for additional information.

1.6.1 Condition of the Area

The condition of the area when last surveyed is shown on the drawings.

1.6.2 Datum and Benchmarks

The vertical plane of reference is NOS mean lower low water (MLLW) (U.S, Survey feet, epoch 1983- 2001). Horizontal control is based on Lambert Grid Projection for Washington North Zone 4601, NAD 83/2011. The Benchmarks for this area are designated as the following (Attachment 01 11 00-A) :

a. 944 7659 TIDAL 5, PID SY0006. The benchmark is a metal disk stamped “5 1934”. The disk is set in the lowest step at the NW end of the NE abutment of the railroad bridge over Wall Street, 450 ft SW of the SW end of the passenger station, 18.5-ft NE of the centerline of Wall Street, 17.0-ft NW of the NW rail, 15.0-ft below the track, 3.0-ft SE of the SE end of the concrete retaining wall, and 2.5-ft above the sidewalk level.

b. 944 7659 TIDAL 4, PID SY0004. The benchmark is a metal disk stamped “4 1934”. The disk is set into the concrete abutment on the SE end of the NE concrete abutment of the steel railroad bridge over Hewitt Avenue, 330-ft north of the railroad station, 13 rails NE of the NE end of the passenger station, 8.5-ft SE of the SE rail, 7.0-ft above the sidewalk, and 4.0-ft below the level of the overhead tracks.

c. J7, PID SY0003. The benchmark is a metal disk stamped “J 7 ELEV 23.025 FT”. The disk is set into the concrete abutment at the Hewitt Avenue overhead bridge No. 406, in the top of the NW corner of the west stone abutment supporting steel column on the south curb line of Hewitt Avenue, 300-ft NE of the NE end of the railroad station, 17.0-ft south of the centerline of the south lane of Hewitt Avenue, and 16.0-ft north of the retaining wall face at the SW end of the underpass.

1.6.3 Overhead, Underground, and Underwater Facilities

The exact location, depths, and heights of various structures including, but not limited to submarine cables, pipes, highlines, docks, piers, bulkheads, and bridges (as applicable), are included in the project documentation where known. However, it is the responsibility of each Contractor to independently verify the accuracy of these locations and clearances by consulting with the owners of the facilities. The Contractor is responsible for making necessary arrangements with the respective owners of the structure(s) to assure satisfactory completion of dredging in the vicinity with a minimum interruption of service and shall perform their operations in such a manner as will avoid damage to these facilities.

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1.6.4 Obstruction of Channel

The Government is not obligated to keep the channel clear of vessels or other obstructions, except as specified by regulations set by the Secretary of the Army in accordance with Sections 15, 19, and 20 of the Rivers and Harbors Appropriation Act of 1899 (33 USC 410 et seq.). The Contractor will perform the work in a way that minimally obstructs navigation. If the Contractor’s equipment obstructs the channel, it will be promptly moved upon approach of a vessel to allow safe and practicable vessel passage. Upon completing the work, the Contractor will promptly remove their plant, including ranges, buoys, piles, and other markers placed under the Contract in navigable waters or on shore. No additional payment will be made for delays caused by waterway activities.

1.7 LOCAL NOTICE TO MARINERS

a. Contractor shall request a Local Notice to Mariners (otherwise known as NTM or LNM) from the

U.S. Coast Guard at least fourteen (14) calendar days prior to the start of any dredging or in water work, in writing via email:

D13-SMB-D13-LNM@uscg.mil Commander, 13th Coast Guard District (dpw) 915 Second Avenue, 35th Floor, Room 3510 Seattle, Washington 98174

b. A copy must be submitted to the COR at least fourteen (14) calendar days prior to start of any dredging.

c. The NTM shall be updated and submitted to the USCG any time there is a change in timing and/or work area, and at minimum, every two weeks within each work window, with a copy submitted to the COR.

1.8 COORDINATION WITH OTHER CONTRACTORS

1.9 CONTRACTORS MUST BE AWARE THAT OTHER CONTRACTORS MAY BE WORKING IN THE AREA. TO

AVOID CONFLICTS AND DELAYS, COOPERATION WITH THESE CONTRACTORS IS ESSENTIAL. THIS INCLUDES COORDINATION ON ESTABLISHING PIPELINE ROUTES, ANCHOR LOCATIONS, EQUIPMENT

SPUD SETS, AND SIMILAR ACTIVITIES. COORDINATION WITH OTHER DREDGING CONTRACTORS

MAY ALSO BE NECESSARY. PERMITS AND RESPONSIBILITES

The Government has obtained the following permits/licenses related to the construction of this project:

a. Water Quality Certification(s) (WQC) and Water Quality Monitoring Plan (WQMP) (details are provided in Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS).

It is the responsibility of the Contractor to obtain all other permits/licenses required for this project as required under the FAR Clause 52.236-7 PERMITS AND RESPONSIBILITIES . It is the responsibility of the Contractor to comply with the provisions and conditions of these obtained permits, authorizations, and/or licenses at no additional cost to the Government. The Contractor shall be responsible for all corrective action associated with violation of the WQC and WQMP, including both physical corrective action and financial costs associated with the corrective action, including any fines levied against the project.

mailto:D13-SMB-D13-LNM@uscg.mil

W912DW25B0008 01 11 00 - 5

1.9.1 Right-of-Way

The Government will provide the right-of-way for the work specified. Within this right-of-way, the Contractor may use unoccupied portions of the land as designated by the Contracting Officer’s Representative (COR). At any point during the work, if additional space within the right-of-way is needed for other purposes, the Contractor, at no expense to the Government, shall promptly vacate and clean up any previously allotted or used areas as directed by the COR. The Contractor is responsible for maintaining orderly and sanitary conditions for buildings and grounds used on-site. If additional space or lands are required for material yards, job offices, or other purposes, the Contractor shall obtain them at their own expense.

1.10 TRIBAL COORDINATION

The project is located within the boundaries of the Tulalip Tribes’ usual and accustomed fishing area.

Depending on the fish run, Tribal fishing will be occurring in the navigational channel and boat basin, in various locations and at various times during the construction operation. Dredging shall not interfere with Tribal fishermen. The contractor shall verify the Tulalip Tribes fishing schedules with the COR prior to performing dredging operations. All coordination with tribes in relation to this contract will go through the USACE Project Manager or COR.

Pursuant to the FAR Clause 52.236-7 PERMITS AND RESPONSIBILITIES, Government contractors are required to comply with all laws, codes, and regulations applicable to the performance of the work.

Pursuant to the FAR Clause 52.229-3 FEDERAL, STATE, AND LOCAL TAXES, the contract price is to include all applicable taxes and duties. The Government will not reimburse contractors for additional costs resulting from any tribal fees or ordinances amounting to direct taxation on the Government.

Such costs, if applicable, shall be reflected in the contract price.

1.11 PROTECTION AND RESTORATION OF PROPERTY

The work shall include the preservation of all public and private property, monuments, power and telephone lines, other utilities, etc., along, and adjacent to the disposal areas insofar as they may be endangered. All utility lines shall be repaired immediately at the Contractor’s expense. The Contractor shall coordinate with the applicable utility companies, agencies, and property owners. Contractor shall provide temporary utility services if necessary. When or where any direct or indirect damages or injury are done to public or private property by, on account of, any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof, such property shall be restored to a condition similar and equal to existing before such damage or injury was done. The restoration shall be completed before final acceptance of the project.

1.12 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR Clause 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by Washington State law. Proof of insurance shall be provided to the Contracting Officer.

1.13 PROPOSED PROJECT MODIFICATIONS

Submit price proposals for proposed modifications in accordance with the requirements of the DFARS Clause 252.236 7000 MODIFICATION PROPOSALS – PRICE BREAKDOWN. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified.

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1.14 CONTRACTOR PERFORMANCE ASSESSMENT REPOSITORY SYSTEM (CPARS)

In accordance with the provisions of FAR Clause 36.201 EVALUATION OF CONTRACTOR PERFORMANCE, the Contractor’s performance will be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in ER 415-1-17 to fulfill this FAR requirement. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of sixty (60) calendar days. Access is granted by a network of government Focal Points. Typically, there are many Focal Points assigned to the agency. If you require assistance with identifying your Focal Point, please email the CPARS helpdesk (webptsmh@navy.mil) with the contract/order number you are trying to access, and they will provide the Contractor with the Focal Point name and contact information.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

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01 11 00-A Benchmarks

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W912DW25B0008 01 20 00 - 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

UFGS 02/23; NWS NAV 9/24

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

EP 1110-1-8 (2021) Engineering and Design – Construction Equipment Ownership and Operating Expense Schedule

1.2 GENERAL

The contract price for items listed in the schedule shall serve as complete compensation for providing all necessary plant, labor, materials, appliances, services, and incidentals, as well as performing all operations required to construct and complete the items in accordance with these specifications and the applicable drawings. Payment for each item shall be deemed full compensation, even if minor features are not explicitly mentioned.

No separate payment will be made for the work, services, equipment, or operations required by the Contractor as specified in the accompanying Specification Sections to complete the project. All cost associated with such work shall be considered as incidental to the overall project.

Determination of quantities removed and deductions for misplaced, over-dredged material of in-place measurement or other nonconformance actions, after having once been made, will not be reopened, except on evidence of collusion, fraud, or obvious error.

1.3 INVOICE/PROGRESS PAYMENT PACKAGE

1.3.1 Requests for Payment

Requests for payment will be processed in accordance with FAR Clause 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS and FAR Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below:

a. Signed invoice (at minimum - date, invoice number, contract number, performance period from/to, requested amount) on letterhead, showing in summary form, the basis for arriving at the amount of the invoice.

b. Signed prompt payment certification (RMS).

c. List of subcontractors that have worked during the invoice period of performance. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a

W912DW25B0008 01 20 00 - 2

particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week.

d. the total number of employees for its on-site staff for each week.

e. Monthly Work-hour Exposure report (RMS report).

f. Monthly Equipment Use report (RMS report).

g. Updated Construction Schedule (update in RMS).

h. Updated Submittal Register (update in RMS).

i. Signed Certified Payroll for workers during service period requested.

j. Other supporting documents as requested.

1.3.2 Submission of Pay Requests

Send the draft Prompt Payment to the Contracting Officer Representative (COR) and Project Manager (PM) via email prior to submission in RMS. Once it’s accepted by the COR, submit it to the Government through RMS, including all relevant documents as attachments to the pay request.

1.3.3 Final Invoice

The final invoice must be accompanied by the Release of Claims. An officer of the corporation must sign the Release of Claims. Final Invoice will not be processed until the Release of Claims is signed.

1.4 MEASUREMENT

Dredged material removed will be measured by the Government for payment using in-place measurement. Measurement for payment will be based on before dredge (BD) and after dredge (AD) surveys within the Maximum Dredging Depth. Volume available for pay will be calculated by computing the amount of material between the existing bottom surface shown by soundings of any pre-dredge bathymetric survey made immediately before dredging and the bottom surface by bathymetric survey made as soon as practicable after completion of dredging work specified (or any section thereof has been completed). Only actual volume removed above the Maximum Dredging Depth and within the dredge prism will be paid. See Section 35 20 23 DREDGING for additional information regarding surveys and dredging requirements.

1.5 PAYMENT

Do not exceed the estimated quantities in the awarded Contract bid line items without prior specific authorization, and only with a signed modification, in accordance with FAR Clause 52.217-7 OPTION FOR INCREASED QUANTITY – SEPARATELY PRICED LINE ITEM, issued by the Contracting Officer.

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions in accordance with FAR Clause 32.103 PROGRESS PAYMENTS UNDER CONSTRUCTIONS CONTRACTS and agency regulations including the following:

a. Reasonable deductions due to defects in material or workmanship.

b. Claims which the Government may have against the Contractor under or in connection with this Contract.

W912DW25B0008 01 20 00 - 3

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor.

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR Clause

52.236.21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION.

1.5.1 Mobilization / Demobilization

Payment for Base Item No. 1000 will be made at the contract JOB price, which shall constitute full compensation for furnishing all plant, labor, material, equipment, services, and supplies to and from the project. Sixty percent (60%) of the line-item cost will be paid to the Contractor upon completion of mobilization to the worksite. The remaining forty percent (40%), which represents demobilization, will be included in the final payment for work under this Contract. In the event the Contracting Officer considers that the amount in this item (60%), which represents mobilization, does not bear a reasonable relation to the cost of the work in this Contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer at the completion of mobilization, and payment of the remainder of this item in the final payment under this Contract. The determination of the Contracting Officer is not subject to appeal.

1.5.2 Construction

a. Base Item Nos. 2000 and 3000 and Option Item Nos. 2100 and 3100 will be paid for at the contract unit price CY (Cubic Yard), which shall constitute full compensation for furnishing all plant, labor, materials, equipment, services, supplies, and performing all construction activities necessary to complete work in accordance with these specifications and drawings. Progress quantities for Base Item Nos. 2000 and 3000 and Option Item 2100 and 3100 will be accumulated monthly. Progress payments will be made on accumulated placed volume for a given progress payment.

b. Option Item No. 2101 is the first subline item and Option Item No. 2102 is the second subline item under Option Item No. 2100.

c. Option Item No. 3101 is the first subline item and Option Item No. 3102 is the second subline item under Option Item No. 3100.

d. No payment will be made for the relocation of woody debris or other debris and shall be considered as incidental to the construction activities.

e. If corrective action is required due to non-compliant construction, the Contractor is responsible for all costs associated with performing the corrective action.

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

a. Within fourteen (14) calendar days after Notice to Proceed (NTP), the Contractor shall designate a point of contact (POC) within their organization who will be responsible for the Construction Wage Rate Requirements Labor Program for the Contractor and all subcontractors under this contract as required by the Contract Clauses.

b. The designated Contractor POC shall be responsible for Construction Wage Rate Requirements Labor Program activities including, but not limited to:

(1) Documentation and record keeping;

(2) Submittal and accuracy of certified payrolls;

W912DW25B0008 01 20 00 - 4

(3) Submittal of required labor forms including requests for additional classifications and rates, Statements and Acknowledgement, etc.;

(4) Posting of the wage determination, approved additional classifications and rates, labor and equal employment opportunity (EEO) posters; and

(5) Coordination with the Contracting Officer's Labor Program POC.

c. Prior to submittal to the Government, payrolls shall be reviewed for compliance to all applicable labor standards, to include, but not be limited to the following items: correct wage rates, correct overtime classification and pay, misclassification of workers for work performed, apprentice to journeyman ratios, and registration of apprentice. Corrective actions shall be taken as necessary to ensure Contractor compliance with applicable contract and FAR clauses.

d. The Contractor POC shall provide a signed certification stating the following: "I certify that the submitted items being forwarded have been reviewed in detail and are correct and in strict conformance with the Labor Standards of the contract except as otherwise stated."

PART 2 PRODUCTS

W912DW25B0008 01 33 00 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

UFGS 02/21; NWS NAV 9/24

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer or Contracting Officer Representative (COR) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract. Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work. Preconstruction Submittals include but are not limited to:

List of Proposed Subcontractors

Submittal Register

Accident Prevention Plan (APP)

Work Plan (WP)

Quality Control (QC) plan

Environmental Protection Plan (EPP)

Notice to Mariners (NTM)

W912DW25B0008 01 33 00 - 2

SD-02 Shop Drawings Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems, or equipment for some portion of the work. Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Data Report signed by authorized official of testing laboratory that a material, product, or system identical to the material, product, or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site. Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.