LD7GW_01_00_00.00_13_Gen_Requirements.pdf

Lock and Dam 7 Guidewall Crib Repair

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

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GENERAL

PART 1 GENERAL

1.1 ORGANIZATION OF SPECIFICATIONS

1.2 USE OF REFERENCES

1.3 SUBMITTALS

1.4 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS

2.1 RECYCLED/RECOVERED MATERIALS

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

3.2 SCHEDULING

3.2.1 General

3.2.2 Notification

3.2.3 Lock and Dam Operations

3.3 Pre and Post Construction Condition Surveys

3.4 OTHER CONTRACTS

3.4.1 List other contracts: NONE

3.5 DIVING

3.6 SOIL BORING DATA

3.7 POLE SOUNDING SURVEY DATA

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GENERAL

PART 1 GENERAL

1.1 ORGANIZATION OF SPECIFICATIONS

The specifications which govern the materials and equipment to be furnished and the work to be performed under this contract are listed in the Table of Contents. No attempt has been made in the specifications to segregate work to be performed by any trade, craft, or subcontractor. Any segregation between the trades or crafts shall be solely a matter for agreement between the Contractor, Contractor's employees, and subcontractors.

1.2 USE OF REFERENCES

Reference to the standards, specifications, or codes of any technical society, organization, or association, or local, State, or Federal authority shall mean the specific edition or revision listed.

Various publications are referenced in other sections of the specifications to establish requirements for the work. Any referenced publication is to be used solely for technical requirements. Measurement and payment and any other matters respecting the administration of this contract shall be governed by the terms of this contract without considering any referenced publication. These references are identified in each section by document number, date and title. The addresses, phone numbers, and Internet addresses (if available) for references cited in these specifications are listed in the Unified Facilities Guide Specification: UFGS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS. The UFGS 01 42 00 is available on the TECHINFO page of the Corps of Engineers Huntsville District Internet site:

http://www.hnc.usace.army.mil/.

1.3 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. The following shall be submitted in accordance with Section 01 33 00: SUBMITTAL PROCEDURES:

Preconstruction Submittals

Pre Construction Condition Survey; FIO

Post Construction Submittals

Post Construction Condition Survey; G

1.4 MEASUREMENT AND PAYMENT

The Contractor shall be responsible for the work in this section without any direct compensation being made other than the payment received for contract line items on the bidding schedule.

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PART 2 PRODUCTS

2.1 RECYCLED/RECOVERED MATERIALS

Government procurement policy is to acquire, in a cost effective manner, items containing the highest percentage of recycled and recovered materials practicable consistent with maintaining a satisfactory level of competition without adversely affecting performance requirements or exposing suppliers' employees to undue hazards from the recovered materials. The Environmental Protection Agency (EPA) has designated certain items which must contain a specified percent range of recovered or recycled materials. EPA designated products specified in this contract comply with the stated policy and with the EPA guidelines. The Contractor shall make all reasonable efforts to use recycled and recovered materials in providing the EPA designated products and in otherwise utilizing recycled and recovered materials in the execution of the work.

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

The Contractor's attention is directed to Section 01 57 20.00 13 ENVIRONMENTAL PROTECTION and to the following CONTRACT CLAUSES: 52.236-7

PERMITS AND RESPONSIBILITIES; 52.236-9 PROTECTION OF EXISTING VEGETATION,

STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS; 52.236-10 OPERATIONS

AND STORAGE AREAS; and 52.236-12 CLEANING UP. Burning will not be permitted at the project site and debris or waste shall not be left on the site.

3.2 SCHEDULING

3.2.1 General

It shall be the responsibility of the Contractor to schedule and execute the work, incorporating the necessary requirements set forth in these specifications. The Contractor shall develop and submit a schedule in accordance with Section 01 32 01.00 13 PROJECT SCHEDULE and CONTRACT

CLAUSE: 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS.

3.2.2 Notification

The Contractor shall inform the Government in writing within 5 days after receipt of notice to proceed and before work begins as to which hours of the day and days of the week for which work under this contract will be performed. The Contractor shall notify the Government at least 24 hours before work is to be conducted on overtime, in multiple shifts, on weekends, or on Federal government holidays.

3.2.3 Lock and Dam Operations

The Contractor shall not interfere with normal lock and dam operations.

Lock and Dam personnel will not accept deliveries, phone calls, or mail or deliver messages for the Contractor.

3.3 Pre and Post Construction Condition Surveys

The contractor shall photograph and record video footage of all facilities within the work limits, including, but not limited to, roads, parking

SECTION 01 00 00.00 13 Page 3 areas, sidewalks, loading docks, boat ramps, tress, shrubs, lawns, handrailing, cable raceways, light supports, and buildings prior to working in an area to document the preconstruction conditions. The Contractor shall also take photographs and video footage recordings in the same areas upon completion of the project.

3.4 OTHER CONTRACTS

The Contractor shall coordinate with other contractors in the performance of the work and schedule such work to provide for a minimum of delays and interferences. Coordination shall be through the Contracting Officer.

Work listed below is currently required under separate contract or is scheduled to be awarded as a separate contract prior to completion of work under this contract. These contracts will be considered in the application of CONTRACT CLAUSE: 52.236-8 OTHER CONTRACTS.

3.4.1 List other contracts: NONE

3.5 DIVING

All diving shall be performed in accordance with the U.S. Army Corps of Engineers "Safety and Health Requirements Manual" EM 385-1-1, Section 30.

Prior to submitting bids on this contract, the Contractor and its Subcontractor (if applicable), shall obtain copies of this manual, and plan their procedures and staffing requirement accordingly.

3.6 SOIL BORING DATA

Government provided soil boring data in the vicinity of this project is attached to the end of this specification section. Boring locations are shown on the vicinity map on sheet G-002.

3.7 POLE SOUNDING SURVEY DATA

Government provided pole sounding survey data along the landward side of the upper guidewall is attached at the end of this specification section.

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