Sec_01_11_00_Gen_Req.pdf
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- Solicitation number
- 70Z082-18-B-PMV-050-00
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General Requirements
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| Dredge_Authorization.pdf | ||
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| J.6.a_Progress_Payment.xlsx | XLSX spreadsheet | |
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| J.4._SF_24_(Performance_Bond).pdf | ||
| J.6._Progress_Project_Schedule.xls | XLS spreadsheet | |
| J.4._SF24a_(Payment_Bond).pdf | ||
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| PMV_050_Dredging_Solicitation.pdf | ||
| J.1._PMV_50_Dredging_Specifications.pdf |
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DIVISION 1 GENERAL REQUIREMENTS
01 11 00-1
SECTION 01 11 00
GENERAL REQUIREMENTS
1 GENERAL
1.1 GENERAL DESCRIPTION
The Contractor shall furnish all labor, tools, equipment and material to dredge and dispose of sediment from the small boat basin and access channel at Station Brunswick, Georgia
1.2 BASIS FOR BIDS
1.2.1 Base Bid
Conduct a pre- and post-dredge hydrographic survey of the area around the pier. Mobilize and demobilize personnel and equipment including the dredge, hydraulic pipeline, and other equipment necessary to complete the work. Coordinate use of the Sediment Placement Facility on Andrews Island with the, U.S. Army Corps of Engineers Savannah District, OP-NN Attn. Mr. Burton Moore.
Include all direct costs not associated with the dredging operation.
1.2.2 Unit Price Item
Dredge Plantation Creek by hydraulic means to the indicated design depth of Elevation (-)10.0’ MLLW. Due to the variable control of dredging operations an overdepth of one foot below the design depth shall be allowed. The removal, transport and disposal of dredged material shall be paid for at the established unit price per cubic yard. Transport the dredge sediment by submerged hydraulic pipeline to the sediment placement facility. Contractor shall coordinate with the U.S.
Army Corps of Engineers for exact placement. Payment for dredging shall not be made for dredging deeper than the allowable overdepth, dredging outside of authorized areas, or dredging of material disposed of in an unauthorized manner. The estimated unit price dredge quantity is 3,880 CY. This is based upon the volume to dredge to the design depth plus the volume to dredge to the allowable overdepth as indicated by the hydrographic survey by USACOE on September 20- 21, 2016.
1.3 LOCATION
The dredging work shall be located in the boat basin and access channel of Coast Guard Station Brunswick, Georgia
1.4 INSPECTION PRIOR TO BID
Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions.
Since the site is secured, prior arrangements for site visits should be made by contacting:
Commanding Officer Station Brunswick 2 Conservation Way Brunswick, GA 31520
Attn: Engineering Petty Officer Tel: (912) 267-7999
01 11 00-2
1.5 DRAWING ACCOMPANYING SPECIFICATION:
Drawings to be used in conjunction with these specifications are listed below. The drawings are the property of the Government and shall not be used for any purpose other than that contemplated by the specification.
USCG Drawing M2219-D in 6 sheets.
1.6 PROJECT PERFORMANCE TIME
After work begins at the site, the Contractor shall work continuously during normal working hours and show daily progress until all work is complete. The total contract performance period shall be 90 calendar days, which includes the time needed to approve all material submittals, and construction of the dewatering facility.
1.7 PERMITS
Dredging of the boat basin and access channel, and placement of the dredge spoils shall be accomplished under the authority and in accordance with the conditions of U. S. Army Corps of Engineers Nationwide Permit No. 35.
1.8 SAFETY PROGRAM
1.8.1 General
The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.
1.8.2 Compliance
The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.
1.8.3 Safety Plan
The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.
1.8.4 Material Safety Data Sheets and Material Handling Procedures
1.8.4.1 Data Sheets
01 11 00-3
Submit a Material Safety Data Sheet (MSDS) for all materials containing hazardous substances required for contract execution. Information provided in MSDS’s shall meet the requirements of 29 CFR 1910.1200. MSDS’s require Contracting Officer review and acceptance prior to bringing these materials on site.
1.8.4.2 Material Storage
Limit the quantity of these materials stored on site to the amount needed for execution of work.
Storage of excess materials will not be permitted. Assure that the storage of these materials comply with all applicable federal, state, and local laws and regulations and provide additional storage facilities (paint lockers, etc.) as required for the storage of such materials. Coordinate the physical location of storage areas with the On-site Representative prior to bringing these materials on site.
1.8.4.3 Protective Measures
The Contractor shall take all protective measures outlined on the MSDS’s and as required by federal, state and local regulations to protect all personnel in the vicinity of the work area from exposure to these materials. The Contractor shall include any required protective measures in the Safety Plan.
The Contracting Officer's Representative shall review protective measures prior to allowing use of these materials.
1.8.4.4 Disposal of Excess Material
The Contractor shall dispose of all excess hazardous materials as required by the MSDS and all applicable federal, state, local laws and regulations.
1.9 AVAILABILITY OF UTILITY SERVICES
No commercial utilities are available. The Contractor shall pay all costs incurred in connecting, converting, and transferring the utilities to the work. Temporary toilet facilities, in accordance with applicable codes and health ordinances, shall be provided and maintained by the Contractor for the use of Contractor’s personnel.
1.10 WORK COORDINATION
The Contractor shall closely coordinate all work with the Contracting Officer's Representative (COR) in order to reduce to a minimum disturbances to personnel and operations. The Contractor and COR shall contact prior to start of any work and coordinate use and access to Andrews Island Sediment Placement Facility with:
U.S. Army Corps of Engineers. Attn: Burton C. Moore, Chief Dredging Section Savannah District E-mail: Burton.C.Moore@usace.army.mil Operations Division Tel: (912) 652-6086 100 West Oglethorpe Avenue Cell: (912) 656-9500 Savannah, GA 31402
1.11 CONTRACTOR USE OF PREMISES
The Contractor will be working on a military installation. Become familiar with and obey fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work nor direct avenues of ingress and egress unless authorized in advance by the COR. Contractor shall coordinate dredging operations with CG Station Brunswick command to minimize disruption to Coast Guard operations and movement of CG boats throughout the basin and access channel.
mailto:Burton.C.Moore@usace.army.mil
01 11 00-4
1.12 STORAGE AREA
The Contractor will be provided a storage area in a location determined by the COR. The Contractor shall be responsible for restoring the area to its original condition at the completion of the work.
1.13 CLEANUP
The Contractor shall keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes. The Contractor shall not use Coast Guard waste disposal facilities including garbage cans, trash piles or dumpsters. The Contractor shall remove all debris at the disposal site which accumulated during his work.
1.14 RESTORATION
The Contractor shall be responsible for repair of any damage incurred to buildings, pavement, or turf areas as a result of his activities.
1.15 STORM PROTECTION
Should warnings of winds of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize danger to person, the work, and to adjacent property. Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, anchoring and tying down barge, and removing or securing scaffolding and other temporary work.
1.16 RECEIPT OF MATERIALS
Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.
1.17 SECURITY
1.17.1 PERSONNEL
The Contractor shall provide the COR with a list of names of all personnel who will be working on the site 72 hours in advance. The Contractor shall submit a revised list at any time during the project at least 24 hours before new personnel arrive. Only personnel on the approved listing will be allowed on the secured site.
1.17.2 IDENTIFICATION
All personnel shall carry proper identification (ID) when on site. Proper ID shall be any government issued ID. The identification must be laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.
1.18 FINAL INSPECTION AND ACCEPTANCE
When the work is complete and ready for final inspection, submit a written request for final inspection to the Contracting Officer at least 10 working days in advance of the date of final inspection. Final inspection will not be scheduled until all submittals have been approved.
--End of Section 01 11 00--
| 1 GENERAL |
| 1.1 GENERAL DESCRIPTION |
| 1.2 BASIS FOR BIDS |
| 1.2.1 Base Bid |
| 1.2.2 Unit Price Item |
| 1.3 LOCATION |
| 1.4 INSPECTION PRIOR TO BID |
| 1.5 DRAWING ACCOMPANYING SPECIFICATION: |
| 1.6 PROJECT PERFORMANCE TIME |
| 1.7 Permits |
| 1.8 SAFETY PROGRAM |
| 1.8.1 General |
| 1.8.2 Compliance |
| 1.8.3 Safety Plan |
| 1.8.4 Material Safety Data Sheets and Material Handling Procedures |
| 1.8.4.1 Data Sheets |
| 1.8.4.2 Material Storage |
| 1.8.4.3 Protective Measures |
| 1.8.4.4 Disposal of Excess Material |
| 1.9 AVAILABILITY OF UTILITY SERVICES |
| 1.10 WORK COORDINATION |
| 1.11 CONTRACTOR USE OF PREMISES |
| 1.12 STORAGE AREA |
| 1.13 CLEANUP |
| 1.14 RESTORATION |
| 1.15 STORM PROTECTION |
| 1.16 RECEIPT OF MATERIALS |
| 1.17 SECURITY |
| 1.17.1 Personnel |
| 1.17.2 Identification |
1.18 FINAL INSPECTION AND ACCEPTANCE
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