Amendment 0001 - Specifications.pdf

Specifications for

DULUTH VESSEL YARD PHASE II REPARIS

AMENDMENT 0001 – REVISED SPECIFICATIONS

DEPARTMENT OF THE ARMY

DETROIT DISTRICT, CORPS OF ENGINEERS

DETROIT, MICHIGAN

Solicitation No. W911XK24B0003 March 2024

DVYPHIIREPAIRS Duluth Vessel Yard Phase II Repairs

AMENDMENT 0001

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 10 03/01 REAL ESTATE

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 13 03/01 SPECIAL PROJECT PROCEDURES

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 99 90 01/07 LISTING OF ENCLOSED DOCUMENTS,

EXHIBITS AND OTHER ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 6: 11/23 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 00 MISCELLANEOUS METAL

05 50 15 05/14 MOORING BOLLARDS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS AND GRAB RAILS

DIVISION 09 - FINISHES

09 97 02 02/20, CHG 1: 11/21 PAINTING: HYDRAULIC STRUCTURES

DIVISION 10 - SPECIALTIES

10 00 01 01/20 MISCELLANEOUS SPECIALTY ITEMS

DIVISION 26 - ELECTRICAL

26 08 00 11/21 APPARATUS INSPECTION AND TESTING

26 27 29 05/21 MARINA ELECTRICAL WORK

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

31 41 16 11/20 METAL SHEET PILING

31 62 16.16 11/20, CHG 1: 05/22 COMBINATION WALL PILES

31 63 26.60 11/20 HELICAL PILES

31 63 29 11/19 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 1

32 31 13.53 11/21 HIGH-SECURITY FENCES AND GATES

DIVISION 33 - UTILITIES

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

REAL ESTATE

03/01

PART 1 GENERAL

1.1 SUBMITTALS

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

1.2.2 Additional Real Estate Rights

1.2.3 Additional Real Estate Rights Obtained by the Government

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

1.3.2 Survey Markers

1.3.2.1 Semipermanent Markers

1.3.2.2 Temporary Markers

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 10 10 Page 1

SECTION 01 10 10

REAL ESTATE

03/01

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Additional Property Agreements; G, DO

Certified Survey Results; G, RO

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

Rights for the use of the work and storage areas and/or other additional real estate that have been obtained are shown on the task order specific drawings. Copies of real estate agreements, if any, obtained prior to advertisement are included in the solicitation package. Contractors are required to comply with requirements and conditions for all agreements in the solicitation package, and any others obtained after, as a condition for use of the real estate. No other real estate agreements have been obtained by the Government for this project and contractors are cautioned of the need to complete the project without dependence on additional real estate being obtained. Property agreements and/or real estate rights provided under this contract (if any) will be attached to Section 01 99 90 "LISTING

OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS"

1.2.2 Additional Real Estate Rights

If additional property agreements and/or real estate rights are desired by the Contractor, they may obtain and utilize them at their own expense. All additional real estate agreements shall clearly relieve the Government of any potential responsibility for damages or liability resulting from the Contractor's use of such grounds. Copies of any agreements for Contractor-acquired real estate rights for this project shall be furnished before entering thereon.

Additional agreements obtained by the Contractor must be coordinated and acknowledged sufficient by Real Estate Office, US Army Corps of Engineers, Detroit District, 477 Michigan Avenue, Detroit, Michigan prior to application and execution. This acknowledgment of sufficiency will be dependent upon conformance with Federal Real Estate and Environmental requirements and any other laws and regulations as may be determined

SECTION 01 10 10 Page 2 applicable by the Government. Furnish a copy of certified survey results which verify areas and limits of Contractor-acquired real estate rights.

1.2.3 Additional Real Estate Rights Obtained by the Government

Additional real estate agreements may also be obtained by the Government after the solicitation. If utilized, the Contractor is required to abide by all terms and conditions as set forth in the agreements.

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle points of each area for which rights have been obtained shall be marked with semipermanent markers except where there is an approved existing property marker. Temporary markers shall be placed at points on alignment. The points on alignment shall be marked at stations so that intervals between points do not exceed 200 feet.

1.3.2 Survey Markers

All markers shall be installed in an area prior to its use and they shall be available for reference during and upon completion of use of the area.

Where approved existing property markers are found, a witness stake, as specified in Subparagraph, "Semipermanent Markers" below, shall be provided. If the types of markers specified hereinafter cannot be used, other types, as approved by the Contracting Officer, shall be provided.

1.3.2.1 Semipermanent Markers

The markers shall be a steel rod one-half inch in diameter and four (4) feet long. The steel rod shall be driven vertically into the ground so that the top is flush with the finished ground surface. Each marker shall be witnessed by a 2" x 2" yellow stake extending two (2) feet above the ground surface and driven into the ground until stable, with not less than one (1) foot penetration.

1.3.2.2 Temporary Markers

Markers shall be 2" x 2", red-colored, wood hub stakes driven into the ground until stable (not less than one (1) foot penetration) with two (2) feet projecting above the ground surface. If the period in which temporary markers are to be in place exceeds one (1) construction season, a more permanent type of marker, as approved, shall be provided.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 10 10 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACT COST BREAKDOWN

1.3 SINGLE JOB PAYMENT ITEMS

1.4 UNIT PRICE PAYMENT ITEMS

1.5 BIDDING SCHEDULE

1.5.1 0001 Mobilization and Demobilization

1.5.2 0002 South Pier: Steel Sheeting and Piling

1.5.2.1 Payment

1.5.2.2 Unit of Measure

1.5.3 0003 South Pier: Bollard Anchors

1.5.3.1 Payment

1.5.3.2 Unit of Measure

1.5.4 0004 South Pier: Reinforced Concrete

1.5.4.1 Payment

1.5.4.2 Unit of Measure

1.5.5 0005 South Pier: MnDOT Coarse Aggregate 2 Fill

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 0006 South Pier: MnDOT Class 5 Base Fill

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 0007 South Pier: Bollards - 50 Ton Capacity

1.5.7.1 Payment

1.5.7.2 Unit of Measure

1.5.8 0008 South Pier: Bollards - 10 Ton Capacity

1.5.8.1 Payment

1.5.8.2 Unit of Measure

1.5.9 0009 South Pier: Fendering and Hardware

1.5.9.1 Payment

1.5.9.2 Unit of Measure

1.5.10 0010 South Pier: Electrical Work

1.5.10.1 Payment

1.5.10.2 Unit of Measure

1.5.11 0011 East Headwall: Steel Sheeting and Piling

1.5.11.1 Payment

1.5.11.2 Unit of Measure

1.5.12 0012 East Headwall: Bollard Anchors

1.5.12.1 Payment

1.5.12.2 Unit of Measure

1.5.13 0013 East Headwall: Reinforced Concrete

1.5.13.1 Payment

1.5.13.2 Unit of Measure

SECTION 01 20 00 Page 1

1.5.14 0014 East Headwall: MnDOT Coarse Aggregate 2 Fill

1.5.14.1 Payment

1.5.14.2 Measurement

1.5.14.3 Unit of Measure

1.5.15 0015 East Headwall: MnDOT Class 5 Base Fill

1.5.15.1 Payment

1.5.15.2 Measurement

1.5.15.3 Unit of Measure

1.5.16 0016 East Headwall: Bollards - 50 Ton Capacity

1.5.16.1 Payment

1.5.16.2 Unit of Measure

1.5.17 0017 East Headwall: Fendering and Hardware

1.5.17.1 Payment

1.5.17.2 Unit of Measure

1.5.18 0018 Option 1: South Pier Concrete Surfacing - East

1.5.18.1 Payment

1.5.18.2 Unit of Measure

1.5.19 0019 Option 2: South Pier Concrete Surfacing - West

1.5.19.1 Payment

1.5.19.2 Unit of Measure

1.5.20 0020 Option 3: Storage Lot Concrete Surfacing

1.5.20.1 Payment

1.5.20.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

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

SD-03 Product Data

Weight Certificates; G, RO

1.2 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

SECTION 01 20 00 Page 3

1.5 BIDDING SCHEDULE

1.5.1 0001 Mobilization and Demobilization

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause 252.236-7004 PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.5.2 0002 South Pier: Steel Sheeting and Piling

1.5.2.1 Payment

***AMENDMENT 0001*************************************************************

Payment will be made for costs associated with operations necessary for construction of the steel sheet pile and wide flange pile combination wall in the South Pier work area as required in the plans and specifications.

Payment includes costs associated with demolition of the existing bollards, concrete slab, and concrete cap and any additional demolition and disposal operations required for the installation of the combination wall. Costs of clearing the driveline and operating the turbidity curtain will be incidental to this item. Costs to remove and replace any fencing for combination wall installation efforts will be incidental to this item.

Costs to install ladders, steel pile cap, and other related appurtenances will be incidental to this item.

*************************************************************AMENDMENT 0001***

1.5.2.2 Unit of Measure

Unit of measure: job (JA).

1.5.3 0003 South Pier: Bollard Anchors

1.5.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the helical anchor bollard foundations in the South Pier work area as required in the plans and specifications section 31 63 26.60

HELICAL PILES.

1.5.3.2 Unit of Measure

Unit of measure: job (JA).

1.5.4 0004 South Pier: Reinforced Concrete

1.5.4.1 Payment

Payment will be made for costs associated with operations necessary for construction of the reinforced concrete cap and concrete slab in the South Pier work area as required in the plans and specification section 03 30 00

CAST-IN-PLACE CONCRETE.

1.5.4.2 Unit of Measure

Unit of measure: job (JA).

SECTION 01 20 00 Page 4

1.5.5 0005 South Pier: MnDOT Coarse Aggregate 2 Fill

1.5.5.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the riprap fill in the South Pier work area as required in the plans and specifications.

1.5.5.2 Measurement

Measure riprap for payment by the ton 2,000 pounds by weighing each truckload to the nearest 200 pounds, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the riprap for payment on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any riprap.

Scales will be checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales.

Weigh riprap in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.5.5.3 Unit of Measure

Unit of measure: ton 2,000 pounds.

1.5.6 0006 South Pier: MnDOT Class 5 Base Fill

1.5.6.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the aggregate fill in the South Pier work area as required in the plans and specification section 31 23 00.00 20 EXCAVATION AND FILL.

1.5.6.2 Measurement

Measure aggregate for payment by the ton 2,000 pounds by weighing each truckload to the nearest 200 pounds, and the final quantity of the whole sum is rounded to the nearest whole ton. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any riprap. Scales will be checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh aggregate in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

SECTION 01 20 00 Page 5

1.5.6.3 Unit of Measure

Unit of measure: ton 2,000 pounds.

1.5.7 0007 South Pier: Bollards - 50 Ton Capacity

1.5.7.1 Payment

Payment will be made for costs associated with operations necessary for construction of the bollards rated for 50-ton capacity in the South Pier work area, including all appurtenances and installation ready for use as required in the plans and specifications.

1.5.7.2 Unit of Measure

Unit of measure: each (EA).

1.5.8 0008 South Pier: Bollards - 10 Ton Capacity

1.5.8.1 Payment

Payment will be made for costs associated with operations necessary for construction of the bollards rated for 10-ton capacity in the South Pier work area, including all appurtenances and installation ready for use as required in the plans and specifications.

1.5.8.2 Unit of Measure

Unit of measure: each (EA).

1.5.9 0009 South Pier: Fendering and Hardware

1.5.9.1 Payment

Payment will be made for costs associated with operations necessary for construction of the fendering and hardware in the South Pier work area as required in the plans and specification section 10 00 01 MISCELLANEOUS SPECIALTY ITEMS and 05 50 00 MISCELLANEOUS METAL.

1.5.9.2 Unit of Measure

Unit of measure: job (JA).

1.5.10 0010 South Pier: Electrical Work

1.5.10.1 Payment

Payment will be made for costs associated with operations necessary for construction of the electrical work in the South Pier work area as required in the plans and specifications. Costs of installing the concrete shorepower station and light pole foundations will be incidental to this item.

1.5.10.2 Unit of Measure

Unit of measure: job (JA).

SECTION 01 20 00 Page 6

1.5.11 0011 East Headwall: Steel Sheeting and Piling

1.5.11.1 Payment

***AMENDMENT 0001*************************************************************

Payment will be made for costs associated with operations necessary for construction of the steel sheet pile and wide flange pile combination wall in the East Headwall work area as required in the plans and specifications.

Payment includes costs associated with demolition of the existing bollards, concrete slab, and concrete cap and any additional demolition and disposal operations required for the installation of the combination wall. Costs of clearing the driveline and operating the turbidity curtain will be incidental to this item. Costs to install ladders, steel pile cap and other related appurtenances will be incidental to this item.

*************************************************************AMENDMENT 0001***

1.5.11.2 Unit of Measure

Unit of measure: job (JA).

1.5.12 0012 East Headwall: Bollard Anchors

1.5.12.1 Payment

Payment will be made for costs associated with operations necessary for construction of the helical anchor bollard foundations in the East Headwall work area as required in the plans and specifications section 31 63 26.60

HELICAL PILES.

1.5.12.2 Unit of Measure

Unit of measure: job (JA).

1.5.13 0013 East Headwall: Reinforced Concrete

1.5.13.1 Payment

Payment will be made for costs associated with operations necessary for construction of the reinforced concrete cap and concrete slab in the East Headwall work area as required in the plans and specification section

03 30 00 CAST-IN-PLACE CONCRETE.

1.5.13.2 Unit of Measure

Unit of measure: job (JA).

1.5.14 0014 East Headwall: MnDOT Coarse Aggregate 2 Fill

1.5.14.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the riprap fill in the East Headwall work area as required in the plans and specifications.

1.5.14.2 Measurement

Measure riprap for payment by the ton 2,000 pounds by weighing each

SECTION 01 20 00 Page 7 truckload to the nearest 200 pounds, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the riprap for payment on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any riprap.

Scales will be checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales.

Weigh riprap in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.5.14.3 Unit of Measure

Unit of measure: ton 2,000 pounds.

1.5.15 0015 East Headwall: MnDOT Class 5 Base Fill

1.5.15.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the aggregate fill in the East Headwall work area as required in the plans and specification section 31 23 00.00 20 EXCAVATION AND FILL.

1.5.15.2 Measurement

Measure aggregate for payment by the ton 2,000 pounds by weighing each truckload to the nearest 200 pounds, and the final quantity of the whole sum is rounded to the nearest whole ton. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any riprap. Scales will be checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh aggregate in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.5.15.3 Unit of Measure

Unit of measure: ton 2,000 pounds.

1.5.16 0016 East Headwall: Bollards - 50 Ton Capacity

1.5.16.1 Payment

Payment will be made for costs associated with operations necessary for construction of the bollards rated for 50-ton capacity in the East Headwall work area, including all appurtenances and installation ready for use as required in the plans and specifications.

SECTION 01 20 00 Page 8

1.5.16.2 Unit of Measure

Unit of measure: each (EA).

1.5.17 0017 East Headwall: Fendering and Hardware

1.5.17.1 Payment

Payment will be made for costs associated with operations necessary for construction of the fendering and hardware in the East Headwall work area as required in the plans and specification section 10 00 01 MISCELLANEOUS SPECIALTY ITEMS and 05 50 00 MISCELLANEOUS METAL.

1.5.17.2 Unit of Measure

Unit of measure: job (JA).

1.5.18 0018 Option 1: South Pier Concrete Surfacing - East

1.5.18.1 Payment

Payment will be made for costs associated with operations necessary for construction of reinforced concrete surfacing on the south pier as described by the plans and specifications. Payment includes costs associated with demolition and disposal operations required for the installation of the concrete slab. Preparation of the aggregate base for the concrete slab shall be incidental to this item will be incidental.

1.5.18.2 Unit of Measure

Unit of measure: job (JA).

1.5.19 0019 Option 2: South Pier Concrete Surfacing - West

1.5.19.1 Payment

Payment will be made for costs associated with operations necessary for construction of reinforced concrete surfacing on the south pier as described by the plans and specifications. Payment includes costs associated with demolition and disposal operations required for the installation of the concrete slab. Preparation of the aggregate base for the concrete slab shall be incidental to this item will be incidental.

1.5.19.2 Unit of Measure

Unit of measure: job (JA).

1.5.20 0020 Option 3: Storage Lot Concrete Surfacing

1.5.20.1 Payment

Payment will be made for costs associated with operations necessary for construction of the reinforced concrete storage lot as described by the plans and specifications. Payment includes costs associated with demolition and disposal operations required for the installation of the concrete slab.

Preparation of the aggregate base for the concrete slab shall be incidental to this item will be incidental.

SECTION 01 20 00 Page 9

1.5.20.2 Unit of Measure

Unit of measure: job (JA).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18, CHG 1: 08/20

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.3.2 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 4-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 WEEKLY PROGRESS MEETINGS

SECTION 01 32 16.00 20 Page 1

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18, CHG 1: 08/20

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification 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

Baseline Construction Schedule; G, RO

SD-07 Certificates

Monthly Updates; G, RO

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 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 demolition work or 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 (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 20 Page 2

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction 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. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact

SECTION 01 32 16.00 20 Page 3 period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

1.6 4-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 4-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Four-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 4-Week Look Ahead Schedule to the Contracting Officer for review during the weekly CQC Coordination or Production Meeting.

SECTION 01 32 16.00 20 Page 4

1.7 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 WEEKLY PROGRESS MEETINGS

Conduct a weekly meeting with the Government (or as otherwise mutually agreed to) for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming three weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports. The meetings will occur on-site, in the Contractor's field office, as conditions allow. The day for conducting meetings will be mutually agreed to between the Contractor, the Government and the users within 10 calendar days after receipt of the notice to proceed.

The contractor will prepare a written agenda of topics and issues to be discussed during the meetings, conduct the meetings, and follow up with draft meeting minutes. The contractor shall prepare the updated agenda for the meeting prior to the scheduled day, and any information in dispute will be addressed at the meeting. The draft meeting minutes will be emailed out to all attendees one day after the meeting for review and approval. The review and approval process will allow for mutual acceptance of the draft minutes as written, or editing to add, delete, and/or correct items that were covered in the weekly meeting. The edited draft meeting minutes will be published and emailed out by the Contractor before the following week's progress meeting. If all attendees agree the minutes have been properly edited; then those minutes become the official final minutes of the previous week's progress meeting.

During the first progress meeting, the agenda format will be reviewed and agreed to by all parties in attendance. Progress meeting agendas will at a minimum contain the following items:

a. Progress since last meeting

b. Weather days for the last two weeks

c. 2-Week Look Ahead

(1) Critical path items and any holdups

(2) Noise generating activities

(3) Permits

SECTION 01 32 16.00 20 Page 5

d. Coordination with facility/ utilities

(1) Staging, stored materials, & temporary facilities

(2) Closures

(3) Utility shutdowns

e. Safety

(1) Deficiencies

(2) Accidents/ near misses

f. Security

g. QC Inspection/Testing

(1) 3-phase inspection meetings

(2) Testing

(3) Test results

(4) Commissioning

(5) Deficiency log

h. RFI's

(1) Answered since last meeting

(2) Open

(3) Critical path holdups

i. Submittals

(1) Answered since last meeting

(2) Open

(3) Due

(4) Long-lead time items

(5) Critical path holdups

j. Certified Payrolls

k. Changes

(1) RFP's

(2) REA's

(3) Differing Site Conditions

l. Payment

(1) QA rep review

(2) Stored materials

m. Training

n. Warrenty

o. DD 1354

p. Other

(1) Open items from previous meeting

(2) New items

q. Site Visit

SECTION 01 32 16.00 20 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

1.5.2.2 Format for SD-02 Shop Drawings

1.5.2.2.1 Drawing Identification

1.5.2.3 Format of SD-03 Product Data

1.5.2.3.1 Product Information

1.5.2.3.2 Standards

1.5.2.3.3 Data Submission

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

1.5.2.4.2 Sample Incorporation

1.5.2.4.3 Comparison Sample

1.5.2.5 Format of SD-05 Design Data

1.5.2.6 Format of SD-06 Test Reports

1.5.2.7 Format of SD-07 Certificates

1.5.2.8 Format of SD-08 Manufacturer's Instructions

1.5.2.8.1 Standards

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

1.5.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.5.2.11 Format of SD-11 Closeout Submittals

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

1.5.3.2 Terms and Conditions

1.5.4 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

1.6.2 Number of SD-02 Shop Drawing Copies

1.6.3 Number of SD-03 Product Data Copies

1.6.4 Number of SD-04 Samples

1.6.5 Number of SD-05 Design Data Copies

SECTION 01 33 00 Page 1

1.6.6 Number of SD-06 Test Report Copies

1.6.7 Number of SD-07 Certificate Copies

1.6.8 Number of SD-08 Manufacturer's Instructions Copies

1.6.9 Number of SD-09 Manufacturer's Field Report Copies

1.6.10 Number of SD-10 Operation and Maintenance Data Copies

1.6.11 Number of SD-11 Closeout Submittals Copies

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

1.8.3 Action Codes

1.8.3.1 Government Review Action Codes

1.8.4 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 CERTIFICATION OF SUBMITTAL DATA

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025-R

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer 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 Project Type

1.1.3 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.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

SECTION 01 33 00 Page 3

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

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 Reports

Report signed by authorized official of testing laboratory that a

SECTION 01 33 00 Page 4 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.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including

SECTION 01 33 00 Page 5 manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification 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

Submittal Register; G, RO

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

SECTION 01 33 00 Page 6

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. This form is included in 01 99 90 LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Present shop drawings sized 8 1/2 by 11 inches as part of the bound volume for submittals. Present larger drawings in sets. Submit an electronic copy of drawings in PDF format.

1.5.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

SECTION 01 33 00 Page 7

1.5.2.3 Format of SD-03 Product Data

Present product data submittals for each section as a complete, bound volume.

Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.2.3.2 Standards

Where equipment or materials are specified to…