SR15012234 Final Specifications.pdf

NAVFAC WASHINGTON

WORK ORDER NO. 1607973

Seawall Repairs for Farragut

Field and Part of Santee Basin

Final Submission

AT THE

U.S. Naval Academy Annapolis, Maryland

SUBMITTED BY:

Marine Solutions, Inc.

225 Industrial Parkway Nicholasville, KY 40356

Whitman, Requardt & Associates, LLP 801 S. Caroline Street Baltimore, MD 21231

SPECIFICATION PREPARED BY:

Structural: William Young P.E., S.E. WRA; Stephen Owen P.E., MSI Civil: William Guy P.E.; WRA Electrical: Il Kim P.E.; WRA Geotechnical: Cameron Troxel P.E.; WRA t a a atrrllllla

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SPECIFICATION

Submitted By: Signature Date:

Design Manager: Signature Date:

Accepted by PMEB: Signature Date:

Nathan R. Johnson, PE

John C. Jones, PE

Daniel W. Rice, PE

Seawall Repairs of Farragut Field and Part of Santee Basin 1607973

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

00 22 13.00 20 02/14 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 10/20 SUMMARY OF WORK

01 20 00.00 20 10/20 PRICE AND PAYMENT PROCEDURES

01 30 00 10/20 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 10/20 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 10/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 10/20 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 10/20 QUALITY CONTROL

01 50 00 10/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 10/20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/09 PROJECT IDENTIFICATION

01 74 19 10/20 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 10/20 CLOSEOUT SUBMITTALS

01 78 23 10/20 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 10/20 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 78 30.00 23 10/20 CADD DATA FOR GIS DELIVERABLES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION

02 61 13 02/10 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

DIVISION 03 - CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 31 99 03/14 MARINE CONCRETE

DIVISION 05 - METALS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 11/16 PIER TIMBERWORK

DIVISION 09 - FINISHES

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING

09 97 13.26 02/16, CHG 1: 08/17 COATING OF STEEL WATERFRONT

STRUCTURES, ZERO VOC, (SZC) SPLASH

PROJECT TABLE OF CONTENTS Page 1

ZONE COATING

09 97 13.28 02/10 PROTECTION OF BURIED STEEL PIPING AND

STEEL BULKHEAD TIE RODS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 42 14.00 25 05/21 CATHODIC PROTECTION OF STEEL SHEET

PILING MARINE BULKHEAD WITH

SACRIFICIAL ANODES

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11 EXCAVATION AND FILL

31 41 16 08/09 METAL SHEET PILING

31 62 13.20 08/09 PRECAST/PRESTRESSED CONCRETE PILES

31 62 16.16 11/11 STEEL H-PILES

31 62 19.13 11/16 TIMBER MARINE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.17 08/08 COLD MILLING OF BITUMINOUS PAVEMENTS

32 10 00 08/08 BITUMINOUS CONCRETE PAVEMENT

32 11 23 08/17 AGGREGATE BASE COURSES

32 16 15 04/08 CONCRETE BLOCK PAVEMENTS

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 11 00 02/11 WATER DISTRIBUTION

33 30 00 04/08 SANITARY SEWERS

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 21 07/04 DECK FITTINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NAVFAC TITLE

NO. DWG NO.

G-001 13125328 COVER SHEET, DRAWING INDEX, AND

DRAWING SYMBOL LEGEND

V-100 13125329 HYDROGRAPHIC SURVEY

B-100 13125330 BORING LOCATION PLAN

B-601 13125331 BORING LOGS - SHEET 1 OF 6

B-602 13125332 BORING LOGS - SHEET 2 OF 6

B-603 13125333 BORING LOGS - SHEET 3 OF 6

B-604 13125334 BORING LOGS - SHEET 4 OF 6

B-605 13125335 BORING LOGS - SHEET 5 OF 6

B-606 13125336 BORING LOGS - SHEET 6 OF 6

B-607 13125337 TIE ROD TEST HOLE PHOTOS

C-001 13125338 CIVIL GENERAL NOTES, DATUM AND CONTROL POINTS

C-002 13125339 CIVIL LEGEND AND ABBREVIATIONS

C-100 13125340 COMPOSITE SITE PLAN

CD110 13125341 FARRAGUT SITE DEMOLITION

PLAN - SHEET 1 OF 2

CD111 13125342 FARRAGUT SITE DEMOLITION

PLAN - SHEET 2 OF 2

CD112 13125343 FARRAGUT UTILITY DEMOLITION

PLAN - SHEET 1 OF 2

CD113 13125344 FARRAGUT UTILITY DEMOLITION

PLAN - SHEET 2 OF 2

CD120 13125345 SANTEE SITE DEMOLITION PLAN

CD121 13125346 SANTEE UTILITY DEMOLITION PLAN

C-110 13125347 FARRAGUT EXISTING CONDITIONS

PLAN - SHEET 1 OF 2

C-111 13125348 FARRAGUT EXISTING CONDITIONS

PLAN - SHEET 2 OF 2

C-112 13125349 FARRAGUT SITE AND DRAINAGE

PLAN - SHEET 1 OF 2

C-113 13125350 FARRAGUT SITE AND DRAINAGE

PLAN - SHEET 2 OF 2

C-114 13125351 FARRAGUT UTILITY PLAN - SHEET 1 OF 2

C-115 13125352 FARRAGUT UTILITY PLAN - SHEET 2 OF 2

C-116 13125353 FARRAGUT SIGNING AND MARKING

PLAN - SHEET 1 OF 2

DOCUMENT 00 01 15 Page 1

C-117 13125354 FARRAGUT SIGNING AND MARKING

PLAN - SHEET 2 OF 2

C-118 13125355 FARRAGUT E & S CONTROL PLAN - SHEET 1 OF 2

C-119 13125356 FARRAGUT E & S CONTROL PLAN - SHEET 2 OF 2

C-120 13125357 SANTEE EXISTING CONDITIONS SITE PLAN

C-121 13125358 SANTEE SITE AND DRAINAGE PLAN

C-122 13125359 SANTEE UTILITY PLAN

C-123 13125360 SANTEE SIGNING AND MARKING PLAN

C-124 13125361 SANTEE E & S CONTROL PLAN

C-210 13125362 FARRAGUT UTILITY PROFILES

C-220 13125363 SANTEE UTILITY PROFILES

C-501 13125364 SITE DETAILS - SHEET 1 OF 2

C-502 13125365 SITE DETAILS - SHEET 2 OF 2

C-503 13125366 UTILITY DETAILS - SHEET 1 OF 2

C-504 13125367 UTILITY DETAILS - SHEET 2 OF 2

C-505 13125368 E & S CONTROL NOTES AND DETAILS

- SHEET 1 OF 5

C-506 13125369 E & S CONTROL NOTES AND DETAILS -

SHEET 2 OF 5

C-507 13125370 E & S CONTROL NOTES AND DETAILS -

SHEET 3 OF 5

C-508 13125371 E & S CONTROL NOTES AND DETAILS -

SHEET 4 OF 5

C-509 13125372 E & S CONTROL NOTES AND DETAILS -

SHEET 5 OF 5

L-110 13125373 FARRAGUT LANDSCAPE PLAN - SHEET 1 OF 1

S-001 13125374 GENERAL STRUCTURAL NOTES

S-002 13125375 GENERAL STRUCTURAL DETAILS AND ABBREVIATIONS

S-011 13125376 FARRAGUT STRUCTURAL NOTES

S-021 13125377 SANTEE STRUCTURAL NOTES

SD100 13125378 OVERALL STRUCTURAL DEMOLITION PLAN

SD110 13125379 FARRAGUT STRUCTURAL DEMOLITION

PLAN - SHEET 1 OF 2

SD111 13125380 FARRAGUT STRUCTURAL DEMOLITION

PLAN - SHEET 2 OF 2

SD112 13125381 FARRAGUT STRUCTURAL DEMOLITION

PLAN - SEA GATE

SD120 13125382 SANTEE STRUCTURAL DEMOLITION PLAN

SD511 13125383 FARRAGUT DEMOLITION SECTIONS AND

DETAILS - SHEET 1 OF 4

SD512 13125384 FARRAGUT DEMOLITION SECTIONS AND

DETAILS - SHEET 2 OF 4

SD513 13125385 FARRAGUT DEMOLITION SECTIONS AND

DETAILS - SHEET 3 OF 4

SD514 13125386 FARRAGUT DEMOLITION SECTIONS AND

DETAILS - SHEET 4 OF 4

SD521 13125387 SANTEE DEMOLITION SECTIONS AND DETAILS

S-100 13125388 OVERALL STRUCTURAL PLAN

S-110 13125389 FARRAGUT STRUCTURAL PILE PLAN - SHEET 1 OF 2

S-111 13125390 FARRAGUT STRUCTURAL PILE PLAN - SHEET 2 OF 2

S-112 13125391 FARRAGUT DEADMAN AND TIE ROD PLAN

S-113 13125392 FARRAGUT STRUCTURAL WALL PLAN - SHEET 1 OF 2

S-114 13125393 FARRAGUT STRUCTURAL WALL PLAN - SHEET 2 OF 2

S-120 13125394 SANTEE STRUCTURAL PILE PLAN

S-121 13125395 SANTEE STRUCTURAL WALL PLAN

S-131 13125396 FARRAGUT FLOOD WALL EXTENSION PLAN

- SHEET 1 OF 2

DOCUMENT 00 01 15 Page 2

S-132 13125397 FARRAGUT FLOOD WALL EXTENSION PLAN

- SHEET 2 OF 2

S-133 13125398 SANTEE FLOOD WALL EXTENSION PLAN

S-310 13125399 FARRAGUT STRUCTURAL CROSS SECTIONS

S-410 13125400 FARRAGUT PARTIAL PLANS - TYPICAL

S-411 13125401 FARRAGUT PARTIAL PLANS - DOUBLE BITT

S-412 13125402 FARRAGUT PARTIAL PLANS - SEA GATE

S-413 13125403 FARRAGUT PARTIAL PLANS - END TERMINATIONS

S-420 13125404 SANTEE PARTIAL PLANS - SHEET 1 OF 2

S-421 13125405 SANTEE PARTIAL PLANS - SHEET 2 OF 2

S-511 13125406 FARRAGUT DETAILS - TYPICAL PILE CAP

S-512 13125407 FARRAGUT DETAILS - PILE CAP AT DOUBLE BITT

S-513 13125408 FARRAGUT DETAILS - CLEAT AND DOUBLE BITT

S-514 13125409 FARRAGUT DETAILS - DEADMAN

S-515 13125410 FARRAGUT DETAILS - PRESTRESSED CONCRETE PILES

S-516 13125411 FARRAGUT DETAILS - FENDER SYSTEM

S-517 13125412 FARRAGUT DETAILS - LADDER AND TIE

ROD CONNECTIONS

S-518 13125413 FARRAGUT DETAILS - SCUPPER

S-519 13125414 FARRAGUT DETAILS - TEMPORARY TERMINATION

S-521 13125415 SANTEE DETAILS - SHEET 1 OF 4

S-522 13125416 SANTEE DETAILS - SHEET 2 OF 4

S-523 13125417 SANTEE DETAILS - SHEET 3 OF 4

S-524 13125418 SANTEE DETAILS - SHEET 4 OF 4

S-531 13125419 FARRAGUT FLOOD WALL EXTENSION DETAILS

S-532 13125420 SANTEE FLOOD WALL EXTENSION DETAILS

S-610 13125421 FARRAGUT PILE SCHEDULE

E-001 13125422 ELECTRICAL LEGEND, ABBREVIATIONS

AND GENERAL NOTES

ED110 13125423 FARRAGUT ELECTRICAL DEMOLITION PLAN

- SHEET 1 OF 2

ED111 13125424 FARRAGUT ELECTRICAL DEMOLITION PLAN

- SHEET 2 OF 2

ED112 13125425 FARRAGUT SUBMARINE CABLE RESTORATION PLAN

ED120 13125426 SANTEE ELECTRICAL DEMOLITION PLAN

E-110 13125427 FARRAGUT ELECTRICAL LIGHTING AND POWER

PLAN - SHEET 1 OF 2

E-111 13125428 FARRAGUT ELECTRICAL LIGHTING AND POWER

PLAN - SHEET 2 OF 2

E-120 13125429 SANTEE ELECTRICAL LIGHTING AND POWER PLAN

E-501 13125430 ELECTRICAL DETAILS

E-701 13125431 ELECTRICAL SCHEDULES

R-101 13125432 RESOURCE - DEADMAN PLAN - SHEET 1 OF 2

R-102 13125433 RESOURCE - DEADMAN PLAN - SHEET 2 OF 2

R-103 13125434 RESOURCE - DEADMAN CROSS SECTION

R-104 13125435 RESOURCE - MANHOLE AND VAULT CROSS SECTION

R-105 13125436 RESOURCE - SHEET PILING PLAN AND DETAILS

R-106 13125437 RESOURCE - PILE CAP

R-107 13125438 RESOURCE - MOORING FOUNDATION

R-108 13125439 RESOURCE - MISCELLANEOUS SHEET PILE DETAILS

R-109 13125440 RESOURCE - ELECTRIC MANHOLE

R-110 13125441 RESOURCE - CCWP ELECTRICAL PLAN

R-111 13125442 RESOURCE - SUBMARINE CABLE AS-LAID PLAN

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are

DOCUMENT 00 01 15 Page 3 included with the drawings for information.

1.3.1 Reference Drawings

Reference drawings are intended only to show the original construction.

Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. The applicable reference drawings are included within the Contract Drawings on R-Series sheets.

-- End of Document --

DOCUMENT 00 01 15 Page 4

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CLIN 0001 - BASE PRICE. Price includes the following:

CLIN 0001AA. Price for the entire work to construct Phase 1 of the Farragut Field bulkhead, in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN)0001AB, 0001AC, 0001AD, 0001AE and ,0001AF.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0001AA

0001AA Phase 1A of the Farragut Field bulkhead including sheet pile, deadmen piles, deadmen, pile cap, and associated earthwork including utility work.

CLIN 0001AB. Price for the entire work to construct Phase 2 of the Farragut Field bulkhead, in accordance with the drawings and specifications, but excluding work described in CLIN 0001AA, 0001AC, 0001AD, 0001AE and 0001AF.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0001AB

0001AB Phase 1B of the Farragut Field bulkhead including sheet pile, deadmen piles, deadmen, pile cap, and associated earthwork including utility work.

DOCUMENT 00 22 13.00 20 Page 1

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0001AB

0001AC Phase 1C of the Farragut Field bulkhead including sheet pile, deadmen piles, deadmen, pile cap, and associated earthwork including utility work.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

0001AB

0001AD Phase 1D of the Farragut Field bulkhead including sheet pile, deadmen piles, deadmen, pile cap, and associated earthwork including utility work.

CLIN 0001AE. Price for the entire work to construct the Santee Basin bulkhead, in accordance with the drawings and specifications but excluding work described in CLIN 0001AA, 0001AB, 0001AD, 0001AE and

0001AF.

CLIN DESCRIPTION TOTAL PRICE FOR 0001AC

0001AE The Santee Basin bulkhead (Phase 2) including sheet pile,pile cap, timber pier repair, timber piles, and associated earthwork including utility work.

CLIN 0001AF. Price for removal and disposal of oily water and sludge inside manholes in accordance with the drawings and specifications:

CLIN ITEM UNIT UNIT PRICE NO. UNITS TOTAL PRICE FOR

CLIN 0001AD (UNIT

PRICE X NO. UNITS)

0001AF Removal and disposal of oily water and sludge inside manholes

Gallon $_______ 300 $__________

CLIN 0001AG. Price for removal and disposal of contaminated stockpiled soils in accordance with the drawings and specifications:

DOCUMENT 00 22 13.00 20 Page 2

CLIN ITEM UNIT UNIT PRICE NO. UNITS TOTAL PRICE FOR

CLIN 0001AE (UNIT

PRICE X NO. UNITS)

0001AG Removal and disposal of contaminated stockpiled soils

CY $_______ 100 $_______

ITEM 0001AH. Price for provision and compaction of fill in place of removed contaminated soils in accordance with the drawings and specifications:

CLIN ITEM UNIT UNIT PRICE NO. UNITS TOTAL PRICE

FOR

CLIN 0001AF

0001AH Provision and compaction of fill in place of removed contaminated soils:

CY 100 $_____

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Items 0001AA, and the sum of the extensions under Contract Line Items 0001AB and 0001AC.

For CLINs 0001AD, 0001AE, and 0001AF enter unit prices and extended totals in spaces provided. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 22 13.00 20 Page 4

SECTION 01 11 00

SUMMARY OF WORK

10/20

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

Utility Outage Requests; G

Utility Connections Requests; G

Excavation Permits; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes structural repairs to the Farragut Field and part of Santee Basin bulkhead and incidental related work.

1.2.2 Location

The work is located at the United State Naval Academy around Farragut Field and along Santee Basin, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2.3 WORK RESCHEDULING

Allow for a maximum of 10 calendar days in the construction schedule where construction activity is prohibited due to operations. Government will provide 24 hour notification each time the restrictions are invoked.

Restrictions may occur in consecutive days. Weekend, or other periods excluded elsewhere, or not part of normal work hours shall not be counted toward this 10 day total even if such days were to occur between restricted days.

1.3 OCCUPANCY OF PREMISES

The Robert Crown Sailing Center and Santee Basin Piers will be in use and occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

SECTION 01 11 00 Page 1

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 ON-SITE PERMITS

1.5.1 Utility Outage Requests and Utility Connections Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 28 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

Verify existing utility locations indicated on existing and/or/contract drawings, within area of work.

1.5.2 Excavation Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits 28 calendar days prior Request forms from Contracting Officer for excavation at the United States Naval Academy

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of

SECTION 01 11 00 Page 2 the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.7 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.7.1 Delivery Schedule

If delivery of materials impacts traffic, coordinate with NAVFAC construction manager in writing 28 days in advance. Any deliverys that are made via ship must be coordinate with NAVFAC construction manager 28 days in advance.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

All monuments, historic artifacts, or items to be removed and reinstalled shall be considered as salvage for purposes of this paragraph and appropriate plan, documentation and storage shall be approved prior to any removal of those items from their current locations.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 11 00 Page 4

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

10/20

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report ; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and

SECTION 01 20 00.00 20 Page 1

Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. Earned Value Report from the cost-loaded NAS , showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

SECTION 01 20 00.00 20 Page 2

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Contractor's Monthly Estimate for Voucher and Conractors Certification (NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.

i. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

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.

SECTION 01 20 00.00 20 Page 3

1.6.1 Obligation of Government Payments

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 permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

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;

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

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

SECTION 01 20 00.00 20 Page 4

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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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 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 1200 dpi minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 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.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 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 may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

The superintendent is not permitted to also serve as the Quality Control (QC) Manager or Site Safety and Health Officer (SSHO). If the Superintendent is the alternate for either of those positions, the contractor must also provide an alternate superintendent.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend NAVFAC Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 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.

1.7 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual

SECTION 01 30 00 Page 2 understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.8.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

1.8.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering

SECTION 01 30 00 Page 3 process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.9.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the PWD FEAD/ROICC office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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PART 3 EXECUTION

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Authority Remarks 1 01 11 00 1 Preconstruction Submittals Salvage Plan 1.8 G 2 01 11 00 1 Preconstruction Submittals Utility Outage Requests 1.5.1 G 3 01 11 00 1 Preconstruction Submittals Utility Connections Requests 1.5.1 G 4 01 11 00 1 Preconstruction Submittals Excavation Permits 1.5.2 G 5 01 20 00.00 20 1 Preconstruction Submittals Earned Value Report 1.3 G 6 01 30 00 1 Preconstruction Submittals View Location Map 1.3 G 7 01 30 00 1 Preconstruction Submittals Progress and Completion Pictures 1.4 G 8 01 31 23.13 20 1 Preconstruction Submittals List of Contractor's Personnel 1.4.2 G 9 01 32 17.00 20 1 Preconstruction Submittals Baseline NAS 1.2.2 G

10 01 32 17.00 20 1 Preconstruction Submittals Baseline NAS 1.2.3.1 G 11 01 32 17.00 20 1 Preconstruction Submittals Construction Baseline NAS 1.2.3.3 G 12 01 32 17.00 20 1 Preconstruction Submittals Designated Project Scheduler 1.9 G 13 01 32 17.00 20 7 Certificates Three-Week Look Ahead Schedule 1.3 G 14 01 32 17.00 20 7 Certificates Monthly Network Analysis Updates 1.4.1 G 15 01 32 17.00 20 11 Closeout Submittals As-Built Schedule 1.4.2 G 16 01 33 00 1 Preconstruction Submittals Submittal Register 1.8 G 17 01 35 26 1 Preconstruction Submittals Accident Prevention Plan (APP) 1.8 G 18 01 35 26 6 Test Reports Monthly Exposure Reports 1.4 19 01 35 26 6 Test Reports Notifications and Reports 1.13 20 01 35 26 6 Test Reports Accident Reports 1.13.2 G 21 01 35 26 6 Test Reports LHE Inspection Reports 1.13.3

22 01 35 26 7 Certificates Contractor Safety Self-Evaluation Checklist 1.5

23 01 35 26 7 Certificates Crane Operators/Riggers 1.7.1.4 24 01 35 26 7 Certificates Standard Lift Plan 1.8.2.2 G 25 01 35 26 7 Certificates Critical Lift Plan 1.8.2.3 G 26 01 35 26 7 Certificates Naval Architecture Analysis 1.8.2.4 G 27 01 35 26 7 Certificates Activity Hazard Analysis (AHA) 1.9 28 01 35 26 7 Certificates Confined Space Entry Permit 1.10.1 29 01 35 26 7 Certificates Hot Work Permit 1.10.1 30 01 35 26 7 Certificates Certificate of Compliance 1.13.4

31 01 35 26 7 Certificates Third Party Certification of Floating Cranes and Barge-Mounted Mobile Cranes

1.13.5

32 01 45 00.00 20 1 Preconstruction Submittals Construction Quality Control (QC) Plan 1.6.1 G

33 01 50 00 1 Preconstruction Submittals Construction Site Plan 1.3 G 34 01 50 00 1 Preconstruction Submittals Traffic Control Plan 3.4.1 G 35 01 50 00 6 Test Reports Backflow Preventer Tests 2.4 36 01 50 00 7 Certificates Backflow Tester 1.4.1 37 01 50 00 7 Certificates Backflow Preventers 1.4 38 01 57 19 1 Preconstruction Submittals Preconstruction Survey 1.6.1 39 01 57 19 1 Preconstruction Submittals Solid Waste Management Permit 1.1 G 40 01 57 19 1 Preconstruction Submittals Regulatory Notifications 1.6.2 G 41 01 57 19 1 Preconstruction Submittals Environmental Protection Plan 1.7 G

TITLE: Seawall Repairs of Farragut Field and Part of Santee Basin

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Annapolis, MD

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES APPROVING AUTHORITY

(d)

CONTRACTOR

ACTION

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TITLE: Seawall Repairs of Farragut Field and Part of Santee Basin

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LOCATION: Annapolis, MD

CONTRACT NO:

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42 01 57 19 1 Preconstruction Submittals Stormwater Notice of Intent 3.2.1.2 G 43 01 57 19 1 Preconstruction Submittals Dirt and Dust Control Plan 1.7.9.1 G 44 01 57 19 1 Preconstruction Submittals Employee Training Records 1.6.5 G

45 01 57 19 1 Preconstruction Submittals Environmental Manager Qualifications 1.6.4 G

46 01 57 19 6 Test Reports Inspection Reports 3.2.1.3 47 01 57 19 6 Test Reports Solid Waste Management Report 3.7.2.1 G 48 01 57 19 7 Certificates Employee Training Records 1.6.5 G 49 01 57 19 7 Certificates ECATTS Certificate Of Completion 1.4.1.2 G

50 01 57 19 11 Closeout Submittals Stormwater Pollution Prevention Plan Compliance Notebook 3.2.1.4 G

51 01 57 19 11 Closeout Submittals Stormwater Notice of Termination 3.2.1.5 G

52 01 57 19 11 Closeout Submittals Waste Determination Documentation 3.7.1 G

53 01 57 19 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste 3.7.3.5 G

54 01 57 19 11 Closeout Submittals Assembled Employee Training Records 1.6.5 G

55 01 57 19 11 Closeout Submittals Solid Waste Management Permit 1.1 G 56 01 57 19 11 Closeout Submittals Solid Waste Management Report 3.7.2.1 G

57 01 57 19 11 Closeout Submittals Contractor Hazardous Material Inventory Log 3.8.1 G

58 01 57 19 11 Closeout Submittals Hazardous Waste/Debris Management 3.7.3.1 G

59 01 57 19 11 Closeout Submittals Regulatory Notifications 1.6.2 G 60 01 57 19 11 Closeout Submittals Sales Documentation 3.7.2.1 G 61 01 57 19 11 Closeout Submittals As-Built Topographic Survey 3.2.1.5

62 01 58 00 2 Shop Drawings Preliminary Drawing Indicating Layout And Text Content 1.4.1 G

63 01 74 19 1 Preconstruction Submittals Waste Management Plan 1.6 G 64 01 74 19 11 Closeout Submittals Records 1.7 65 01 78 00 3 Product Data Warranty Management Plan 1.6.1 66 01 78 00 3 Product Data Warranty Tags 1.6.4 67 01 78 00 3 Product Data Final Cleaning 3.4 68 01 78 00 3 Product Data Spare Parts Data 1.5 69 01 78 00 8 Manufacturer's Instructions Instructions 1.6.1

70 01 78 00 10 Operation and Maintenance Data Operation and Maintenance Manuals 3.3 G

71 01 78 00 11 Closeout Submittals As-Built Drawings 3.1 G 72 01 78 00 11 Closeout Submittals Record Drawings 3.2 G

73 01 78 00 11 Closeout Submittals Certification of EPA Designated Items 2.1 G

74 01 78 00 11 Closeout Submittals NAVFAC Sustainable & Energy Data Record Card 3.6

75 01 78 00 11 Closeout Submittals Interim DD FORM 1354 3.5 G 76 01 78 00 11 Closeout Submittals Checklist for DD FORM 1354 3.5 G

77 01 78 00 11 Closeout Submittals High Performance and Sustainable Building (HPSB) Checklist 3.5 G

78 01 78 00 11 Closeout Submittals Valve Tagging And Chart 3.3 G

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TITLE: Seawall Repairs of Farragut Field and Part of Santee Basin

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Annapolis, MD

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES APPROVING AUTHORITY

(d)

CONTRACTOR

ACTION

79 01 78 23 10 Operation and Maintenance Data Training Plan 3.1.1 G

80 01 78 23 10 Operation and Maintenance Data Training Outline 3.1.3 G

81 01 78 23 10 Operation and Maintenance Data Training Content 3.1.2 G

82 01 78 23 11 Closeout Submittals Training Video Recording 3.1.4 G 83 01 78 23 11 Closeout Submittals Validation of Training Completion 3.1.6 G 84 01 78 24.00 20 11 Closeout Submittals eOMSI, Progress Submittal 1.4.1 G 85 01 78 24.00 20 11 Closeout Submittals eOMSI, Prefinal Submittal 1.4.2 86 01 78 24.00 20 11 Closeout Submittals eOMSI, Final Submittal 1.4.3 G 87 01 78 30.00 23 2 Shop Drawings GIS Record Drawings 1.9 G 88 01 78 30.00 23 11 Closeout Submittals CADD Data for GIS 1.7 G 89 01 78 30.00 23 11 Closeout Submittals Survey Report 1.6.2 G 90 01 78 30.00 23 11 Closeout Submittals Survey Control Database 1.6.3 G 91 01 78 30.00 23 11 Closeout Submittals Underground Utility Location Plan 1.9.1 G 92 02 41 00 1 Preconstruction Submittals Demolition Plan 1.2.2 G 93 02 41 00 1 Preconstruction Submittals Existing Conditions 1.9 94 02 41 00 7 Certificates Notification 1.6 G 95 02 41 00 11 Closeout Submittals Receipts 3.3.3 96 02 61 13 2 Shop Drawings Surveys 3.1 97 02 61 13 3 Product Data Work Plan 1.3.2 G 98 02 61 13 3 Product Data Work Plan 1.3.2 G 99 02 61 13 3 Product Data Work Plan 1.3.2 G

100 02 61 13 3 Product Data Work Plan 1.3.2 G 101 02 61 13 3 Product Data Work Plan 1.3.2 G 102 02 61 13 3 Product Data Closure Report 3.1 G 103 02 61 13 6 Test Reports Backfill 2.2 104 02 61 13 6 Test Reports Surveys 3.1

105 02 61 13 6 Test Reports Confirmation Sampling and Analysis 3.4

106 02 61 13 6 Test Reports Sampling of Stored Material 3.6.1 G 107 02 61 13 6 Test Reports Sampling Liquid 3.6.2 G 108 03 30 53 2 Shop Drawings Installation Drawings 1.4 G 109 03 30 53 3 Product Data Air-Entraining Admixture 2.2.3.1 110 03 30 53 3 Product Data Accelerating Admixture 2.2.3.2

111 03 30 53 3 Product Data…