A.01.29_SPECS_UPDATED_5_Jun.pdf
PDF 553 KB Posted
- Attached to
- Clearwater Bridge Crane Federal contract opportunity
- Solicitation number
- W9127S18R0015
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Specifications updated 1 of 2
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A.07.23_Amendment_2_18R0015.pdf | ||
| A.01.29_Submittal_Register_UPDATED_5_Jun.pdf | ||
| A.01.29_SPECS_UPDATED__2_5_Jun.pdf | ||
| A.07.23_Amendment_1_18R0015.pdf | ||
| A.01.29_Submittal_Register_UPDATED.pdf | ||
| A.01.29_SPECS_UPDATED.pdf | ||
| W9127S18R0015_PLANS_SOLICITATION.pdf | ||
| A.04.24_Wage_Rates.pdf | ||
| A.07.23_18R0015_Clearwater_Bridge_Crane.pdf | ||
| W9127S18R0015_Specs_Solicitation.pdf |
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Text version
SECTION 01 14 00.00 46
WORK RESTRICTIONS (SWL)
PART 1 GENERAL
1.1 PROTECTION OF GOVERNMENT PROPERTY
1.1.1 Protection of Government Facilities
Take whatever measures are necessary or required for protection of the existing buildings, grounds, parking area and other Government facilities.
1.2 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
(AM001)
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for [Contractor Quality Control approval.] [information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section
01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Computations For Anticipated Loadings On The Service Bridge And Intake Structure Floor; G [EC-DI]
1.4 WORK SCHEDULE
1.4.1 Work Hours
Arrange work schedule so that the work performed at the Government installation will be during the normal day shift established as 7:30 a.m.
to 4:00 p.m., Monday through Friday, except Federal holidays. Weekend work and extended hours are not an option unless special circumstances warrant, and either must be specially requested in writing to the Contracting Officer or their representative. Extended hours and weekends may benefit the Contractor by saving money and schedule time, but it costly to the Government.
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1.4.2 Inspection and Testing Hours
The contract requires that certain inspections and tests be performed in the presence of the Contracting Officer or his representative. These tests will be scheduled between 08:30 a.m. and 03:00 p.m., Tuesday through Thursday, excluding Federal holidays; the Government shall be given 72 hours advance notice.
1.4.3 Outage Time
Installation activity shall be planned and scheduled so that all the installation and operational testing shall not exceed the indicated outage period for each unit or critical equipment. As much as possible preparatory work shall be accomplished prior to unit outages to minimize downtime. The Contractor shall assure that an adequate number of personnel are present during unit outages to assure that the specified outage time is not exceeded.
1.4.4 Special Scheduling Requirements
a. Contractor shall be ready for operation as approved by Contracting Officer before work is started on this contract which would interfere with normal operation.
b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include motors, controls, brakes, electrical, and mechanical items.
1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
1.5.1 Procedure for Determination
This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:
a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.
b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.
1.5.1.1 Schedule of Anticipated Adverse Weather Days
The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.
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AMENDMENT 001 TO SOLICITATION W9127S18R0015 on 06/05/18
MONTHLY ANTICIPATED ADVERSE WEATHER DELAY
WORK DAYS BASED ON (5) DAY WORK WEEK
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
4 1 1 1 1 1 1 1 1 1 1 2
1.5.1.2 Reporting Adverse Weather Delays
Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".
1.6 QUALITY CONTROL
1.6.1 General
The Contractor shall establish and maintain quality control for his operations to assure compliance with contract requirements and maintain records of his quality control for all construction operations under the contract as specified in SECTION 01 45 00.00 10 QUALITY CONTROL
1.6.2 Technical Provisions
This requirement shall apply equally to each section of the Technical Provisions, except where the QUALITY CONTROL requirements set forth critical items of work requiring special attention by the Contractor.
1.6.3 Control Inspector Safety Responsibilities
Each Contractor quality control inspector shall be responsible for inspecting the work under his surveillance for compliance with EM 385-1-1 , and shall immediately bring to the attention of the Contractor's supervisory personnel all unsafe working conditions, unsafe work practices, unsafe tools or equipment and instances of noncompliance with the Safety and Health Requirements Manual.
1.6.4 Quality Control Inspector Environmental Responsibilities
The Contractor quality control inspector shall be responsible for quality control for environment protection specified in SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, and shall immediately bring to the attention of the Contractor's supervisory personnel all instances of
SECTION 01 14 00.00 46 Page 3 noncompliance.
1.6.5 Records and Tests
A copy of the records and tests, as well as the records of corrective action taken, will be furnished the Government as directed by the Contracting Officer.
1.7 GOVERNMENT-FURNISHED UTILITIES
Utilities will be furnished by the Government to the Contractor free of charge as specified below. The Contractor shall carefully conserve any utilities furnished by the Government. These utilities may be limited capacity and the KTR is responsible for supplying any additional utility needs they may have. Government work takes priority so if the plant requires water, air, or electric in the area of work during construction, any delays suffered will be at no cost to the government.
1.7.1 Water
Government furnished water will be available at existing hydrants or outlets that are located at the Project Office. The Contractor shall fill their containers from the existing hydrants or outlets at the Project Office. Lake water can be used for a water bag test but it is the responsibility of the Contractor to pump the water for the test including pumps, hoses, valves, meters, and incidentals required.
1.7.2 Electricity
Government furnished electricity, 20A at 120V and 50A at 480V, will be available at existing electrical outlets that are located near the work area. The Contractor shall furnish all panels, circuit breakers, wiring, transformers and all other incidentals necessary to meet the needs of the equipment used in the work.
1.7.3 Work Area and Storage Area
The Contractor's work and storage area will be assigned by the Contracting Officer.
1.7.4 Sanitary Facilities
There are no existing sanitary facilities and drinking water fountains in the facility. The Contractor shall be responsible for his own facilities.
1.7.5 Telephone
Telephone will not be available for Contractor use but cell phones by AT&T and T-mobile work outside the plant.
1.7.6 Bridge Crane
1.7.6.1 Crane Use
The Contractor shall cooperate with the Government in the use of the bridge crane for emergency use during the Contractor's scheduled work on the crane. The Government will have priority use of the crane in emergency conditions.
SECTION 01 14 00.00 46 Page 4
1.7.6.2 Operator(s) and Rigger(s)
The Contractor shall provide crane operator(s) and rigger(s) to operate the crane through the duration of the on-site work. Personnel shall be qualified per EM 385-1-1 .
(AM001) 1.7.6.3 Intake Structure Floor at Elevation 608.0 and Service Bridge Loading
Contractor shall prepare a critical lift plan for any lift from the service bridge or intake structure floor in accordance with EM385-1-1 Section 16.H.02. Contractor shall submit computations for anticipated loadings on the service bridge and intake structure floor that verify the anticipated load does not exceed the rated capacity of the existing service bridge or intake structure floor. Computations shall include wheel and outrigger loadings, spacing, and respective locations on the service bridge or intake structure floor. The service bridge and intake structure floor capacities are rated for two separate loading conditions (note - not simultaneous): 1) 30 ton truck (two axles, 6 ton and 24 ton, spaced 14'-0" apart with wheels at 6'-0" apart) and no impact; 2) a 640 plf lane load.
1.8 BULLETIN BOARD, PROJECT SIGN, SAFETY SIGN
1.8.1 Bulletin Board
The Contractor shall furnish, install, and maintain for the duration of the contract, a weather tight bulletin board, having hinged or sliding glazed doors, on which shall be displayed legible copies of (1) the poster entitled "equal employment opportunity is the law" (OFCCP Publication 1420) as required by CONTRACT CLAUSES: EQUAL OPPORTUNITY, AFFIRMATIVE
ACTION COMPLIANCE REQUIREMENTS FOR CONSTRUCTION, AFFIRMATIVE ACTION FOR
SPECIAL DISABLED AND VIETNAM ERA VETERANS, AND AFFIRMATIVE ACTION FOR
HANDICAPPED WORKERS; (2) the Notice to Employees Poster (WH Publication 1321); (3) the schedule of minimum wage rates for the contract as required by CONTRACT CLAUSE: DAVIS-BACON ACT; and (4) current safety posters. The bulletin board shall be mounted where and as approved by the Contracting Officer, in a prominent place accessible to all employees of the Contractor and subcontractors, and to applicants for employment. The bulletin board shall remain the property of the Contractor and shall be removed by him upon completion of the contract work.
1.8.2 Project and Safety Signs
The requirements for the signs (see Section 01 00 50 Forms and Attachments), their content, and location shall be as shown on the drawings. Exact location and name of sponsor, to be placed on the sign, shall be determined by the Contracting Officer. Verify with the Contracting Officer, the exact text to be placed on the signs prior to construction of the signs.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used.
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AMENDMENT 001 TO SOLICITATION W9127S18R0015 on 06/05/18
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-- End of Section --
SECTION 01 14 00.00 46 Page 6
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