01 11 00 SummaryOfWork.pdf

TRABUCO HOLY JIM DAM DEMOLITION

SUMMARY OF WORK Section 01 11 00-1

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification:

Base bid: Project consists of demolition of six rock and mortar dams amd footings. There is roaded access to some of the project site, but instream work is required. Therefore a “Spider Excavator” weighing 40,000 lbs or less is required to complete project work.

Base bid: Trabuco and Holy Jim Creeks, along Trabuco Creek Road and Holy Jim Roads, Orange County, Ca.

Directions To Site: From Rancho Santa Margarita, process north on Live Oak Canyon Road to intersection with Trabuco Creek Road. Proceed east on Trabuco Creek road approximately 4 miles to work areas on Trabuco Creek Road,. For work areas on Holy Jim Road continue east on Trabuco Creek road then turn north on Holy Jim Road. COR and contractor shall coordinate on access routes. Work areas are in and along the stream channels of Trabuco Creek and Holy Jim Creek.

Approximate lat longs: Trabuco Creek 33.6743, -117.5250

Approximate lat longs: Holy Jim Creek 33.6839; - 117.5150

2. Owner: Cleveland National Forest, 10845 Rancho Bernardo Road, Suite 200, San Diego, CA 92127.

B. This project will include, but is not limited to the following:

Base bid items: Demolition of six rock and mortar dams and footings (TCFD 11, 11a, and 11b, and HJFD 9, 12, 14) to the point where all of the constructed dam features have been broken apart, and a clear channel remains in place for stream flow.

1.2 WORK SEQUENCE

A. The work shall be conducted in one phase and should be planned to accommodate sensitive resource areas, inclement weather, holidays and transportation of materials.

1. All work shall be substantially complete and ready for use within 30 calendar days of the Notice

To Proceed. Contract time includes work items, weekends, holidays, inclement weather, and high fire activity levels.

2. Project work must be completed between December 1, 2019 and April 30, 2020.

SUMMARY OF WORK Section 01 11 00-2

1.3 USE OF PREMISES

A. See Section 01 14 00, Work Restrictions.

1.4 CONTRACTOR’S SCHEDULE

A. The contractor shall provide the Government with a complete work schedule at the project prework conference describing the different work activities and when they will be initiated and completed. There is 10 days allocated for mobilization and 5 days for the field-based dam removal. Exact work dates shall be negotiated with the CO, but must be between December 1, 2019 and April 30, 2020. . The Contractor shall be expected to follow this schedule during the course of the contract or shall submit a revised schedule within

48 hours of any unforeseen delays or changes. Such schedule shall be in the form of a Critical Path Schedule and shall include the timing for each major phase of the work. The schedule shall include the sequencing of the various phases of the work and work specialties.

1.5 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Division and Sections using the 48-division format and Construction Specification Institute (CSI) “Master Format” numbering system.

B. Specifications Content: The Specifications use certain convention for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. The conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred, as the same required. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words “shall,” “shall be,” or “shall comply with,” depending on the context, are implied where used within a sentence or phrase.

1.6 DAYS/HOURS OF OPERATION

A. The Contractor’s hours of operation shall be restricted to 8:00 am to 4:30 pm, Monday through Friday. In addition, the work shall be shut down during the following periods.

1. Work shall be shut down on Saturdays, Sundays, and all federally listed Holidays.

2. Contract time has been adjusted to reflect these periods of shutdown.

1.7 MEASUREMENT AND PAYMENT

A. The work shall be measured for each item as listed below and as shown on the Schedule of Items.

SUMMARY OF WORK Section 01 11 00-3

B. Payment: Payment for the quantity or unit, as measured above, will be at the contract unit price as shown on the Schedule of Items. Payment will constitute full compensation for all labor, equipment, materials, sampling and testing, and incidentals necessary to complete the work described herein and AS SHOWN ON

THE DRAWINGS.

C. No separate measurement or payment will be made for work specified in this section.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.1 REQUIREMENTS OF REGULATORY AGENCIES:

A. All work performed shall comply with Health, Safety and Fire Codes, OSHA regulations and/or applicable regulations established by Local, County, Federal, and State codes and ordinances.

END OF SECTION 01 11 00