Attachment 3_01 11 00 - SUMMARY OF WORK - July 25_2025.pdf

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Construction Solicitation for DDG(X) Work Package 4 Shaftline Foundation
Solicitation number
N4008525R0001
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About this file

This document is a Summary of Work (Section 01 11 00) for a construction project at the Philadelphia Navy Yard Annex. The work involves demolishing existing slab-on-ground, pipe trenches, and piping, and constructing a new pile-supported reinforced concrete slab with T-slot flooring. The project requires careful utility location and marking, including obtaining digging permits, contacting local utility services, and using ground-penetrating radar to identify underground utilities. A third-party utility locating company must scan the construction site and mark underground utility locations before submitting shop drawings.

Key submittal requirements include a Location of Underground Utilities Plan marked with a "G" classification, requiring Government approval. The contractor must notify the Contracting Officer at least 15 days prior to starting excavation work. The project will take place in an occupied building, necessitating coordination with the Contracting Officer for access, material storage, and work sequencing. The contractor must ensure existing work is protected during construction and restored to equal or better condition upon completion.

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N4008525R0001_0003.pdf PDF
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Amendment_0002_13 50 00 T-SLOT FLOOR - August 7_2025.pdf PDF
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Attachment 2_ PPI_DDG(X) Shaftline Foundation_Responses.xlsx XLSX spreadsheet
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Attachment 1_Sign_In_Sheet.jpg JPG image
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Attachment 7_DDG(X) WP4_Amendment 0001_Continuation Sheet.pdf PDF
Attachment 9_SUBMITTAL REGISTER - JULY 29_2025.pdf PDF
Attachment 8_DDG(X) WP4_Amendment 0001_Dwgs.pdf PDF
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Attachment I - DDG(X) WP4_price_schedule.pdf PDF
Attachment D - Wage Determination.pdf PDF
Attachment C - DDG(X) LAND BASED TEST SITE (LBTS) HAZMAT REPORT_IFC rev1.PDF PDF
Attachment E - PPI_DDG(X) Shaftline Foundation.xlsx XLSX spreadsheet
Attachment B - 1702584_WP4_SPC_01of01.pdf PDF
N4008525R0001_DDG(X) Shaftline Foundation.pdf PDF
Attachment F -Site Visit Location.png PNG image
Attachment A - 1702584_WP4_DWG_01of01_ALL.pdf PDF
Attachment G - Site Visit Request Form.pdf PDF
Attachment H - PIEE Vendor Access Ins..pdf PDF
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Text version

DDG(X) LBTS WP4: Shaftline Foundation 1733372

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

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

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Location Of Underground Utilities Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes demolition of existing slab-on-ground, pipe trenches, and piping, and providing a new pile-supported reinforced concrete slab and T-slot flooring, and incidental related work.

1.2.2 Location

The work is located at the Philadelphia Navy Yard Annex, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be 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.

1.4 EXISTING WORK

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

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 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 15 days 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

SECTION 01 11 00 Page 1

July 25, 2025

DDG(X) LBTS WP4: Shaftline Foundation 1733372 indicated on contract drawings, within area of work.

Prior to submitting reinforcing steel or T-slot flooring shop drawings, provide a third party, independent private utility locating company to 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 the ground or paved surface where existing underground utilities 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. Submit a location of underground utilities plan showing locations, sizes, elevations, and types of existing underground utilities within the project area.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

July 25, 2025

01 11 00 - SUMMARY OF WORK
PART 1 GENERAL
1.1 SUBMITTALS
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
1.2.2 Location
1.3 OCCUPANCY OF PREMISES
1.4 EXISTING WORK
1.5 LOCATION OF UNDERGROUND UTILITIES
1.5.1 Notification Prior to Excavation
PART 2 PRODUCTS
PART 3 EXECUTION

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