Amendment 5 - Spec 01 11 00 - Phasing Addition edit.pdf

West Apron Repair Project, Hill AFB 2324

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Design Analysis

1.2.4 Drawings

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 ON-SITE PERMITS

1.6 Hydrant Use Permit

1.7 Trash Burning

1.8 LOCATION OF UNDERGROUND UTILITIES

1.8.1 Notification Prior to Excavation

1.9 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 Amendment 0005

SECTION 01 11 00

SUMMARY OF WORK

08/15

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.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

Utility Outage Requests;

Utility Connection Requests;

Salvage Plan; G

Hydrant Use Permit; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Contractor shall perform improvements to repair West Apron near Building 1, Facility 5000, and adjacent shoulder (Facility 5129). Replace existing Portland cement concrete (PCC) slabs in the east half of section, along with full rework of structural base materials, as required for seasonal frost conditions, all in accordance with current UFC standards.

Work also includes a few slabs in adjacent section A24B1, providing anchored tie-downs and pavement markings on new apron pavement and replacement of existing shoulder asphalt pavement, along with rework of the shoulder base. The extent of electrical work to be performed is the installation of static grounding points on the apron. The demolition includes but not limited to removal of existing apron PCC slabs and asphalt shoulder. Contractor shall provide all labor, management, supervision, tools, materials, equipment, and transportation to accomplish the completion of the work items in accordance with this contract and all associated documents, drawings, UFC standards, and specifications.

An Asbestos/LBP (lead based paint) inspection must be completed prior to starting this project. Any asbestos/LBP removal shall be accomplished by a certified asbestos/LBP removal contractor.

The scope of work also includes the Repair of Transient Apron. The Transient Apron will be repaired by full slab repairs, re-seal HMA to concrete joints, re-surfacing/sealing of the HMA shoulder and crack repair are all proposed for the Transient Apron. The existing redline will also be relocated and re-striped to accommodate the Parking Lot Expansion project. If any slabs have tie-downs or ground points they will be replaced when the slab is replaced. It will also include incidental

SECTION 01 11 00 Page 2 Amendment 0005 related work in accordance with this contract and all associated documents, drawings, UFC standards, and specifications. Work on the Transient Apron shall be executed during Phase 2 of the West Apron improvements.

1.2.2 Location

The work is located at the Hill Air Force Base, Utah. The exact location will be shown by the Contracting Officer.

1.2.3 Design Analysis

Please find attached West Apron Design Analysis and Transient Apron Design Narrative

1.2.4 Drawings

West Apron Plans and Transient Apron Drawing Plans

1.3 OCCUPANCY OF PREMISES

Surrounding areas 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

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

Utility Outage Requests and Utility Connection 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 tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 7 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.

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1.6 Hydrant Use Permit

See Specification 01 50 00 TEMPORATY CONSTRUCTION FACILITIES AND

CONTROLS.

Post permits at a conspicuous location in the construction area.

1.7 Trash Burning

Burning of trash or rubbish is not permitted at Hill AFB.

1.8 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 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.

1.8.1 Notification Prior to Excavation

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

1.9 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 located within 5 miles of the construction site.

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.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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1.9 SALVAGE MATERIAL AND EQUIPMENT