VAFB UOQ Dorm - General Req Specifications.pdf
PDF 1 MB Posted
- Attached to
- Renovate Officer Unaccompanied Housing F641
- Solicitation number
- IFB266B
View the file
Other files
Show all 24
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Renovate UOQs
COVER SHEET
GENERAL REQUI REMENT SPECI FI CATI ONS
XTLF 19- 1012 Renovat e Of f i cer Unaccompani ed Housi ng - F641
XTLF 19- 1013 Renovat e Of f i cer Unaccompani ed Housi ng - F642
XTLF 19- 1014 Renovat e Of f i cer Unaccompani ed Housi ng - F643
XTLF 19- 1015 Renovat e Of f i cer Unaccompani ed Housi ng - F644
XTLF 19- 1016 Renovat e Of f i cer Unaccompani ed Housi ng - F645
VANCE AIR FORCE BASE
ENID, OKLAHOMA
MAY 2021
ISSUED FOR BID
GENERAL SPECIFICAIONS
WORK IN CONJUNCTION WITH CONSTRUCTION SPECIFICATIONS
PREPARED BY CYNTERGY AEC, LLC
SEPTEMBER 25, 2020
PREPARED BY
ASRC FEDERAL COMMUNICATIONS
CERTIFICATE OF AUTHOIZATION #7864
EXPIRES JUNE 30, 2022
CIVIL ENGINEERING DESIGN BRANCH
140 CHANNEL STREET
VANCE AFB, OK 73705
DOCUMENT 00 00 00 Page 1
CWT, PE
Strikethrough
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
Renovate UOQs XTLF191012
PROJECT TABLE OF CONTENTS
DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS
00 00 00 COVER SHEET
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 00 00 GENERAL PROVISIONS
01 10 00 SUMMARY OF WORK
01 10 01 SCHEDULE F
01 22 00 INSTRUCTIONS FOR SCHEDULE C
01 22 01 SCHEDULE C - F641 XTLF 19-1012
01 22 02 SCHEDULE C - F642 XTLF 19-1013
01 22 03 SCHEDULE C - F643 XTLF 19-1014
01 22 04 SCHEDULE C - F644 XTLF 19-1015
01 22 05 SCHEDULE C - F645 XTLF 19-1016
01 25 00 SUBSTITUTION PROCEDURES
01 26 00 CONTRACT MODIFICATION PROCEDURES
01 29 00 PAYMENT PROCEDURES
01 31 00 PROJECT MANAGEMENT
01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION
01 33 00 SUBMITTAL PROCEDURES
01 35 16 ALTERATION PROJECT PROCEDURES
01 40 00 QUALITY REQUIREMENTS
01 60 00 PRODUCT REQUIREMENTS
01 61 00 MATERIAL AND EQUIPMENT
01 70 00 CONTRACT CLOSEOUT
01 73 00 EXECUTION
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 77 00 CLOSEOUT PROCEDURES
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
SECTION 01 00 00
GENERAL PROVISIONS
01/21
PART 1 GENERAL
1.1 Schedule of Work
1.1.1. Contractor shall complete work on this contract with minimum interference to normal functions around this area.
1.1.2. Contractor shall be responsible for establishing a schedule to meet construction time.
1.1.3. For this contract, the Contractor shall perform the work according to Section 01 10 01 Schedule "F".
1.1.4. Contractor shall develop, and submit for approval a Critical Path Method (CPM) schedule indicating all work activities including required interruptions of utilities, facilities activities, traffic flow, etc.
1.1.5. Contractor shall coordinate his work with the Construction Manager to avoid interference with necessary activities within and adjacent to the construction site. The Contractor shall coordinate the work of all trades to prevent any conflicts. The Contractor before proceeding with the construction shall resolve any conflicts of components.
1.1.6. The Contractor shall conduct his work so the Government property and personnel, other personnel, and work areas shall be protected at all times from inconvenience, damage of any nature, or injury caused by this work until completion of the contract.
1.2 Working Hours
1.2.1. Working Hours: Refer to contract documents.
1.2.2. Contractor shall have all materials for his work delivered during normal working hours and shall have a representative present to receive shipments. The contractor shall be particularly aware that all delivery vehicles are subject to inspection and must have sufficient information as to project's location. This includes name and address of the project site and name of prime contractor and a point of contact for delivery.
1.2.3. Contractor is responsible for obtaining passes to enter the installation. The contractor shall coordinate with Construction Manager to obtain approval and documentation for application of passes/ID.
1.2.4. Contractor shall perform all work during normal working hours except as otherwise approved to accommodate agreed upon "shut-downs" and other required "after hours" work. At no time shall any facility have their services or utilities disrupted during normal working hours without prior approval from the Construction Manager.
SECTION 01 00 00 Page 1
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
1.3 Directional Haul Route
1.3.1. The Construction Manager shall designate haul routes. These haul routes shall be used by the contractor.
1.4 Contractor Quality Assurance
1.4.1. Contractor shall be responsible for the quality of all completed work. Contractor shall guarantee each entire system and each element thereof against any defect due to faulty workmanship, design or material.
1.4.2. In the event of damages of any nature caused by this work (including maintenance and warranty operations) due to improper protection, precaution, or safety measures, such damages shall be repaired or such property shall be replaced by the Contractor at no expense, cost, or charge to the Government.
1.4.3. In the event the Contractor does not satisfactorily repair or replace such damage caused by the work of the contract, the Government reserves the right to make the necessary corrections and deduct from the contract price the cost to the Government for inconveniences, labor material, etc. involved.
1.4.4. At final acceptance, deliver to the Construction Manager all warranties with terms extending beyond the one year guarantee period, each warranty instrument being addressed to the Construction Manager and stating the commencement date and term
1.5 Construction Sampling and Testing
1.5.1. Contractor shall be responsible for ordering the testing of all construction materials used in the construction of this project and the testing of all construction processes. The testing requirements are identified in each section of the specifications. All tests, test samples and test reports shall be performed by a certified commercial testing laboratory and at the Contractor's expense.
1.5.2. Testing laboratory submitted must be licensed to operate in the State of Oklahoma. The laboratory certification shall be submitted to the Construction Manager for approval.
1.5.3. The testing laboratory shall be required to process tests and test results in a timely manner. After each individual test is completed, the Construction Manager, shall receive the PDF copy of the test results not later than 24 hours after completion of each test.
1.5.4. All reports submitted shall contain the Project identification name and number, date of test, type of testing, location of sampling of materials or completed work in the project, name of technician performing the test.
1.6 Special Safety Requirements for Use of Nuclear Density Test Equipment
1.6.1. The following information shall be provided in writing by the Commercial testing laboratory:
1.6.1.1. A description of the proposed tests.
SECTION 01 00 00 Page 2
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
1.6.1.2. The name (s) and qualifications of individual (s) who will be using the equipment.
1.6.1.3. A copy of the applicable NRC agreement or State license.
1.6.1.4. A copy of the license application or pertinent parts thereof.
1.6.1.5. A list of safety procedures for protection of Contractor employees in the area from the radioactive material.
1.6.2. Coordinate with the Vance AFB Installation Radiation Safety Officer (IRSO) prior to transporting any Radioactive Materials (RAM) onto the base, including any Nuclear Density test equipment. The information from paragraph A will be utilized to produce an authorization letter for the personnel conducting the testing IAW AFMAN 40-201. The IRSO is located in the Bioenvironmental Engineering work center and can be contacted at
(580) 213-5424/7241 or at usaf.vance.71-mdg.mbx.71-mdg-bee@mail.mil .
1.7 Provided Services and Utilities
1.7.1. Water: All reasonable required amounts of water will be made available to the Contractor from the overhead fill stand. The overhead water fill stand is located at the south end of the Vance Air Force Base near building number 925. It will be the Contractor's responsibility to furnish all required vehicles to transport water to the job site from the overhead fill stand.
1.7.2. Electricity: All reasonable required amounts of electric power will be made available to the Contractor by Contracting Administrator from the nearest suitable and available connection. The Contractor will furnish all connectors, switches, conductors and other required equipment to provide electricity at the job site from the approved Contracting Administrator source. All electrical equipment and conductors used by the Contractor within 50 feet of any fuel pipes or storage tanks shall be approved for use in Class 1, Division 1, Group C, hazardous areas.
Contractor shall provide safety protection and precautions for any electrical exposure.
1.7.3. Whenever the Contractor uses portable electrical tools or equipment in an outside location or in an interior wet location where floor is conductive such as concrete, the Contractor shall provide and use a portable ground fault circuit interrupter (GFCI). This shall apply wherever electric power is supplied through Government-controlled facilities. The Contractor shall be responsible for maintaining the GFCI in operating condition and testing it before each use.
1.8 Inventory of Installed Property
1.8.1. A list of that equipment, which requires electrical power or fuel or, requires removal or replacement shall be made and kept up to date as installed. The list should be in the following format:
1.8.1.1. Description
1.8.1.2. Manufacturer Model or Catalog Number
1.8.1.3. Model and Serial Number
SECTION 01 00 00 Page 3
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
1.8.1.4. Size or Capacity
1.8.1.5. Net inventory costs
1.8.2. The final list shall be completed on a form provided by and turned over to the Construction Manager two weeks before to pre-final inspection.
1.9 Inspection
1.9.1. The work will be conducted under the general direction of the Construction Manager and is subject to the inspections of the appointed construction management inspectors to ensure strict compliance with the terms of the contract.
1.10 Underground Utilities
1.10.1. Plans and specifications were prepared using the best available information on utility locations. Any underground utilities within the work areas will initially be located and identified with paint markings on the surface by base personnel. The Contractor shall maintain utility paint markings after base personnel have located them. The Contractor shall not begin any below grade work until he or she has an approved Air Force Form 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST.
1.10.2. After the Contractor requests a digging permit, the Contractor shall allow up three weeks for base personnel to process the permit. After obtaining the completed Air Force Form 103, the Contractor shall expose all utility lines marked in the area (s) of construction by HAND DIGGING ONLY. Hand excavation shall extend a minimum of 24 inches either side of the identifying mark and from existing grade down to the utility line or electrical conduit. The Contractor shall not use any mechanical digging equipment of any kind within this area until each individual utility has been exposed.
1.10.3. Any underground communication lines, utilities, drainage systems, that were properly located and identified with paint markings by base personnel and are damaged shall be repaired by the Contractor. The Contractor shall also repair any drainage and utility manholes, adjacent pavement, structures and fences. The Contractor shall be responsible for contracting and paying for all services required repairing of any items damaged. Repairs and restoration of communication lines and/or utilities shall be made before the Contractor leaves the project at the end of the workday in which the interruption takes place. Any items damaged by the Contractor shall be replaced and/or repaired as directed by the Construction Manager.
1.11 Utility and Alarm Service Interuptions
1.11.1. Any connection to, or relocation of, any existing utility line requiring temporary discontinuation of normal utility services to buildings shall be scheduled and coordinated with representatives of the Construction Manager 21 days in advance. All time required for the installation of any such connections and/or relocations shall be included in the bid. In no case shall the utilities be left disconnected at the end of a workday or over the weekend unless authorized by the Construction Manager. The contractor shall fill out a "Utility Service Outage Request Form" and submit it to the Construction Manager. The contractor may be
SECTION 01 00 00 Page 4
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line required to attend a coordination meeting to access the purpose, intent, and impact of the outage request with the facility and any or all operations departments. Contractors shall not shut-down or start-up any mechanical, electrical or plumbing system without the coordination and/or permission from the Construction Manager.
1.11.2. Any existing utilities damaged due to the negligence of any Contractor shall be repaired to the satisfaction of the Construction Manager at no increase in the contract amount. Repairs and restoration of utilities shall be made before workmen leave the project at the end of the workday in which the interruption takes place. Contractor shall include in his bid the cost of furnishing temporary facilities to provide all essential services during interruption of normal utility service.
1.11.3. All fire alarm system disconnects, outages, and returns to service must be coordinated with the fire department and the Construction Manager representative. Provide at least 72 hours' notice of system outage.
1.12 Governing Laws and Ordinances
1.12.1. Work to be performed under this contract shall be in full accordance with the laws and ordinances pertinent to such work, including all applicable DoD Unified Facilities Criteria. In case of any conflict wherein the methods or standards of installation or the material specified or manufacturer's recommendation do not equal or exceed the requirements of the laws and ordinances, the laws and ordinances shall govern. The words "laws and ordinances" as used herein shall mean all local, state, and national codes, laws, ordinances, standards, rules and regulations of any nature which are in any way pertinent to or regulatory over the work covered in this project.
1.13 Contractor's Representative
1.13.1. A representative of the Contractor shall directly supervise construction of this project. This person shall be responsible for coordinating all phases of work with both the Subcontractors and Construction Management. The representative shall be on the job site or readily accessible at all times work is being performed and shall have authority to execute no cost field changes on behalf of the Contractor if agreed to by all parties involved. This person will also be responsible for all Quality Control of the job site and will be held responsible by for the installation of all work in accordance with the specifications.
The representative shall be competent and familiar with all phases of work under his authority. The Contractor's representative shall be required to have o possession a mobile phone with the ability to send and receive email. Both the phone number and email address shall be provided to both the Contracting office and the Construction Manager.
1.14 Specifications and Working Drawings
1.14.1. Work required in any paragraph of any section of these specifications shall not in any way limit responsibility of the Contractor to perform all work and to furnish all material required by these specifications and the drawings. Where any similar materials and/or devices (such as "an electrical component") are specified, applicable
SECTION 01 00 00 Page 5
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line references shall be deemed to apply to as many such materials and/or devices as are required to complete the installation as shown on the drawings.
1.14.2. All drawings are diagrammatic and are intended to qualify the materials specified and indicate their intended relationship to each other. The drawings are not to be scaled, rather field conditions should dictate placement. The various scales used on the drawings may not allow the indications of all fittings, offsets, and accessories that may be required. The Contractor is to carefully investigate the conditions that would affect the work to be performed and shall arrange such work accordingly.
1.15 As-Built Drawings
The Contractor shall keep an as-built set of drawings on site. This "Field-Record" or as-built set shall be updated daily or as changes occur.
After completion of all work under this contract, the Contractor shall provide Construction Management with one full-size set of marked-up-drawings showing the location of all covered utilities and all changes from original requirements, including amendments, field changes, and change orders. This completed information shall be provided to the Construction Manager before final payment is authorized. All deviations from the original plans shall be marked in red, including dimensions and notes as required.
Refer to 01 70 00 "Contract Closeout" for requirements of final deliverables.
1.16 Environmental Protection
1.16.1. Contractor personnel shall, at all times, perform all work and take such steps required to prevent any interference or disturbances to the ecological balance of the environment. All work must be performed in accordance with applicable Federal, State, Local, and Air Force environmental regulations. Use good management practices to protect air, water, land and wildlife and to prevent noise, solid waste, radiant energy, dust and radioactive pollutants. In the event of a chemical of hazardous material spill, the contractor must immediately notify the Vance AFB Fire Department and the Construction Manager.
1.17 Excess Materials (Excluding Hazardous Materials or Waste)
1.17.1. All excess materials resulting from demolition except excavated soil shall become the property of the contractor. All contractor generated rubbish shall be disposed of by the contractor off base at his own expense. All excess excavated soil shall be transported off base as directed by the Construction Manager. Refer to cover sheet of drawings for notes on hazardous materials and waste that may be present.
1.18 Excess Materials (Including Hazardous Materials or Waste
1.18. EXCESS MATERIALS (INCLUDING HAZARDOUS MATERIALS OR WASTE)
1.18.1. Lead Based Paint: Should questionable unidentified materials be encountered, the contractor shall notify the Construction Manager
SECTION 01 00 00 Page 6
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line immediately for positive identification and disposition instructions.If any lead based paint is encountered it will be handled as follows:
1.18.1.1. OSHA requirements as outlined in 29 CFR Part 1926.62.
1.18.1.2. Salvageable items and debris containing lead shall
remain the property of the government. The salvageable items shall be removed intact, containerized and given to the government.
1.18.1.3. Minor items such as paint chips shall be removed in a way to minimize dust generation and migration. These materials shall be containerized and delivered to the government on base.
1.18.2. Asbestos Materials: Should questionable unidentified materials be encountered, the contractor shall notify the Construction Manager immediately for positive identification and disposition instructions.
1.19 Construction and Demolition Debris Waste Management and Disposal
1.19.2. The Contractor shall use all available means to divert construction and demolition debris from landfills to the greatest extent that is both practical and economically feasible. The Contractor shall provide weight tickets of all salvaged and recycled materials, and also all materials that are disposed of in the landfill. The contractor will provide the weight tickets to the Construction Manager to coordinate with Environmental Branch. The base Defense Reutilization and Marketing Office, DRMO, will accept scrap metal that is offloaded by the Contractor, separated by type of metal and in pieces up to three feet in length.
Deliveries to DRMO will be accomplished no later than 1530 hours. Truck scales will be provided at DRMO to weigh before and after the delivery of the scrap metal material. The Contractor may call DRMO at 213-7684 if any question arises about what they will and will not accept as recyclable or salvageable materials. Any construction and demolition materials that are not delivered to DRMO shall be hauled off Vance Air Force Base at the Contractor's expense. Any material hauled off base that cannot be salvaged or recycled shall be disposed of properly in an approved sanitary landfill. All materials shall be properly loaded and covered on the truck so that no materials fall off the truck in route to the landfill. Should questionable unidentified material be encountered, the Contractor shall cease work in the area of question and notify the Construction Manager immediately for positive identification and disposition instructions.
1.19.3. Clean concrete, brick, rock, and dirt do not require disposal in a certified landfill. This material shall be disposed off base in any legal manner that will not result in liability to the United States Air Force. Payment for services to the Contractor shall not be released until Contractor has provided copies of all landfill receipts to the Construction Manager. The Contractor shall comply with all state, local, federal, and military Authorities Having Jurisdiction (AHJ).
1.19.4. No Class I Ozone Depleting Chemical (ODC's) have been specified, and shall not be used unless otherwise allowed by the Construction Manager
1.20 Special Materials
1.20.1. Prohibited Material: The manufacturer of traffic marking paint shall certify that the product does not contain mercury, toluene, SECTION 01 00 00 Page 7
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line chlorinated solvents, hydrolysable chlorine derivatives, ethylene based glycol ethers and their acetates, nor any carcinogen, as defined in 29 CFR
1910.1200. Traffic marking paint furnished will not contain Lead and hexavalent chromium compounds. In addition, the Contractor shall comply with Federal Regulation 16 CFR-1303 in the use of lead, used for paints, children's articles, toys, playground equipment, furniture, or any exterior or interior surface of a dwelling or facility. When tested as specified ASTM - D 3335, the lead content shall not exceed 0.006 percent by weight of the dry film and the test for chromium content shall be negative.
1.21 Barricades & Contractor Parking
1.21.1. The Contractor shall install and maintain suitable barricades, to protect traffic while work is in progress. The barricades shall be of light construction and anchored with sandbags. The face of each barrier will be marked with alternating diagonal orange and white stripes of at least 6 inches and not over 8 inches in width. The area is outlined with single barricade every 25 feet or less between corners. The barricades shall be either new or a minimum of good condition and repair.
1.21.2. The Contractor shall notify their employees to park Contractor equipment, vehicles and employee vehicles on site areas or areas designated by Construction Manager.
1.21.3. The Contractor shall notify Construction Management and the Vance Fire Department a minimum of 24 hours prior to installing barricades near fire hydrants
1.22 Contractor Construction Site, Staging and Storage Area Maintenance
1.22.1. To prevent Foreign Object Debris (FOD) from blowing onto active airfield pavements, and possibly damaging aircraft, the Contractor shall keep all debris and rubbish picked up in the project and storage areas on a continual basis. The Contractor shall mow and trim all grass and weeds around stored equipment and materials in the construction storage area and mow all grass and weeds surrounding the construction areas on a weekly basis.
1.22.2. Project site and lay down / staging areas shall be enclosed with a 6' chain link fence with 9 gauge wire, hot-dipped galvanized steel supports, framing, fittings and brown fabric screening. Items stored in the lay down area shall be arranged neatly.
1.22.3. All temporary storage trailers and storage containers shall present a neat and clean appearance and shall be in a state of good repair and shall be located within the fenced area described in paragraph above.
1.22.4. An office mobile unit may be located outside of a fenced area, obtain approval from Construction Manager. At a minimum, this unit shall be in a paved area and shall present a neat, professional appearance with presentable skirting and access stairs. Ancillary items, such as porches and canopies, shall be neat and painted. Office shall be clearly labeled with the Corporate logo and a phone number for after-hours contact.
1.22.5. Execution of work may require excavation or other type of work
SECTION 01 00 00 Page 8
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line both at and away from primary work area. These areas shall be secured and work times shall be kept to a minimum. Open excavations shall be directly in progress or shall be covered directly after work complete.
Open excavations requiring extended period of inactivity shall be temporarily backfilled. In no case shall an excavation be open for more than 72 hours. Contractor shall be responsible for the storage of all materials and equipment. All items shall be properly stored to maintain their original condition until actually installed.
1.22.6. The Contractor storage area shall be designated by the Construction Manager
1.23 Repair of Government Owned Facilities
1.23.1. In order to complete the work on this project, certain Government-owned facilities may have to be removed or altered in some way and others may be inadvertently damaged. It is the responsibility of the Contractor to return these facilities to a condition acceptable to the Government.
1.24 Pre-Bid Conference and Site Visit
1.24.1. It is recommended that all prospective Contractors attend the pre-bid conference and visit the project site.
1.25 Pre-Construction Conference
1.25.1. Contractor will be required to attend a pre-construction conference that will be scheduled at Vance AFB. This conference will be held before actual commencement of work. The Contractor will be notified by the Contracting Office as to the time and date that the pre-work conference is to be held.
1.26 Cleanliness of Contractor's Equipment
1.26.1. Equipment used in the accomplishment of this contract shall be cleaned of all debris before bringing this equipment on Government property.
1.27 Construction Areas and Project Construction Sequence
1.27.1. Required construction sequencing, if any, is described in Schedule F. Phased work shall be limited to only one construction area at a time.
1.27.2. Requirements of construction phasing will be discussed with the Contractor during the pre-construction conference.
1.28 Contractor Ingress and Egress to Work AreaSub Title
1.28.1. Contractor will be responsible for employees' ingress and egress
SECTION 01 00 00 Page 9
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line to the working areas as specified at the pre-work conference.
1.28.2. Contractor vehicles and equipment shall follow a traffic route as discussed at the pre-construction conference. During the periods of time when the Contractor is not engaged in work, all equipment and vehicles shall be withdrawn to the Contractors storage areas designated.
1.29 Base Regulations
1.29.1. The Contractor shall conform to base regulations and directives pertaining to the following insofar as they pertain to the Contractor's activities as directed by the:
1.29.1.1. Security and personnel clearances.
1.29.1.2. Traffic and safety.
1.29.1.3. Severe weather warning requirements.
1.29.1.4. Vance AFB Fire Department regulations.
1.29.1.5. Overall Protection of Vance Air Force Base property.
1.29.1.6. Contractor employees are prohibited from possessing weapons, firearms, or ammunition on themselves or within Contractor-owned or privately owned vehicles while on Vance AFB.
1.30 Site Safety Requirements
1.30.1. All work shall be done in compliance with the safety standards as defined in AFI 91-203.
1.30.2. The Contractor shall comply with all applicable standards and provisions of the Occupational Safety and Health Act (OSHA).
1.30.3. The Contractor shall take all necessary and prudent safety precautions to ensure the safety of the workforce and other exposed personnel.
1.30.4. Contractor shall implement local Base procedures for entries to Air Force control/restricted areas where Contractor personnel will work.
1.31 Severe Weather Warning Requirements
1.31.1. When it is apparent, that adverse weather conditions may exist for the area in which the contract is being executed, the Contractor shall take every precaution to minimize danger to persons and damage to property. These precautions shall be coordinated through the government, (government technical monitor) and shall include closing all openings, removing all loose materials, tools and equipment from exposed locations, removing or securing scaffolding and other temporary work and taking necessary action to tie down and secure all materials on the job site that could blow about as a result of strong surface winds, thunderstorms, etc.
This action requirement also includes all non-regular working periods such as nights, Saturdays, Sundays and holidays.
SECTION 01 00 00 Page 10
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
1.32 Obstructions
1.32.1. Contractor required to work around and protect all existing underground communication lines, utilities, drainage systems, drainage and utility manholes, adjacent pavement, structures, fences and all other items shown to remain within the work site. The Contractor shall bear all costs for the adjustment, resetting, of those items affected due to elevation change.
1.33 General Requirements
1.33.1. Standard Products: All material and equipment furnished by the contractor shall be new, unused material of high quality. All equipment shall comply with the Buy American Act. Contractor shall notify Construction Manager if a deviation is required.
1.33.2. Verification of Dimensions: It is the contractor's
responsibility to verify these dimensions in the field prior to the order of materials. Any differences between drawings and a verified dimension shall be noted on the red-lie copy. Any affects to the constructability shall be addressed in written form as a Request for Information (RFI.
1.33.3. Contractor will be required to obtain permits as required by, Vance AFB or the Oklahoma Department of Environmental Quality (ODEQ) in the performance of their work. Contractor shall post or have readily available all permits before work commences.
1.33.3.1.1.1. Dig Permit -Customer Service
1.33.3.1.1.2. Burn Permit - Vance AFB Fire Department
1.33.4. Portable sanitation units for the project shall be supplied by the contractor. This includes maintenance, transportation to and from project site, secure placement of unit as not to obstruct normal public activity, and unit clean-out as needed. The type units provided and placement location(s) shall be approved by the Construction Manager.
1.34 Contaminated Soil
1.34.1. Contaminated soil from a Trichloroethene (TCE) plume, Benzene plume, Vinyl Chloride plume, and Toxicity Characteristic Leachate Procedure (TCLP) VOCs and Semivolatiles is possible on the base. In all work areas if there is a change in soil color or unusual odor during excavation, the construction contractor shall stop work and notify Vance Construction Management.
1.34.2. When open trenching or digging in areas marked for potential soil contamination, the construction contractor shall excavate and maintain soil removed to a six-foot depth below grade for backfill. Any extracted materials during excavation, digging, or boring below six feet in possibly contaminated areas shall be containerized in a covered roll off container and tested. CONTRACTOR SHALL PROVIDE DOT-APPROVED 55-GALLON DRUMS FOR CONTAMINATED SOIL. If 55-gallon drums are used due to a smaller expected quantity of soil excavated, fill only 50% to prevent injuries during transport. Contact Vance Environmental Branch for testing requirements. If a determination is made that the soil is hazardous
SECTION 01 00 00 Page 11
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line waste, the containers will have to be disposed of at a RCRA Permitted Hazardous Waste Disposal Facility. Shipping manifests will be required to be signed by 71 ISS/CE prior to disposal.
1.34.3. If excavated material is not contaminated, the construction contractor shall place the material on the top-soil pile in the south-east quadrant of the base as directed by Construction Management.
1.34.4. If additional soil is required for back-filling due to the volume of material placed in the containers for testing, the construction contractor may obtain the required soil from the top-soil pile located in the south-east quadrant of the base as directed by Construction Manager.
PART 2 PRODUCTS
2.1 Material and Manufacturers
Material and manufacturers for this project shall be in accordance with the Buy America Act. All material and equipment shall be new, shall be of the best quality and design, shall be free from defects and imperfections;
and shall have markings or a nameplate identifying the manufacturer and providing sufficient reference to establish quality, size and capacity.
All material and equipment of the same type shall be made by the same manufacturer whenever that is practicable.
2.2 Equipment
All hoists, scaffolds, staging, runways, tools, machinery and equipment required for the performance of the work shall be furnished by the contractor or subcontractor.
PART 3 EXECUTION
3.1 Preparation
The contractor shall show, on prints designated for that purpose, all changes and variances from the original drawings, including actual submitted products and materials, made during installation of work, and shall file them with the Construction Manager when the work is completed.
3.2 Adjusting and Cleaning
All equipment furnished and installed under this contract shall be adjusted to operate as intended by the specifications. Contractor shall furnish all equipment required to perform the tests and adjustments.
Keep all motors and other equipment covered until directed otherwise by the Construction Manager, so as to keep same free from dirt, dust and moisture.
Test new safety devices, in the presence of the Construction Manager representative.
SECTION 01 00 00 Page 12
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
Clean sites of all construction related and project related debris on a regular basis or as required by the Construction Manager.
Remove waste and surplus materials, rubbish, and construction facilities from the work areas and the site.
All base roads are to be cleaned of dirt/debris as directed.
Execute final cleaning prior to the final inspection.
3.3 Welding, Cutting and Brazing
Contractor must obtain a welding and cutting permit from the Vance Air Force Base Fire Department before accomplishing any type of welding and/or cutting operation.
3.4 Fire Protection
Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.
3.5 Dust Control
Dust control methods and procedures must be approved by the Construction Manager. Treat dust abatement on access roads with applications of water sprinklers, or similar methods or treatment. Keep dust down at all times, including during nonworking periods. Sprinkle or treat, with dust suppressants, the soil at the site, haul roads, and other areas disturbed by operations. Acceptable cleaning techniques include vacuuming, wet mopping, wet sweeping, or wet power brooming. Air blowing will be permitted only for cleaning nonparticulate debris such as steel reinforcing bars. Only wet cutting will be permitted for cutting concrete blocks, concrete, and bituminous concrete.
3.6 Traffic Provisions
Maintenance of Traffic: Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on base streets except with written permission of the Construction Manager at least 15 calendar days prior to the proposed modification date. Notify the Vance Fire Department a minimum of 24 hours before closing any streets or thoroughfares.
Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Construction Manager prior to starting any activity that will obstruct traffic.
Provide, erect, and maintain, at contractor's expense, lights, barriers, signals, passageways, detours, and other items, that may be required.
SECTION 01 00 00 Page 13
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
3.7 Quality Assurance
Prior to final inspection, the Contractor shall test all systems. The Contractor shall perform the testing using only qualified personnel. The Contractor shall provide a minimum of 48 hours advance notice prior to testing.
3.8 Project Cleanup
Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away.
No removed items will be reused in this contract unless specifically listed in these specifications and/or on the drawings. All removed equipment becomes the property of the Contractor unless noted otherwise.
The Contractor will be required to furnish lifting equipment as necessary to remove the equipment, and shall provide all equipment to transport the removed items off base. All unused material or debris will be removed from Government-controlled property. Use of Government-contracted dumpsters is prohibited. Unused materials, debris and rubbish shall be disposed of off base in a permitted landfill.
All base roads are to be cleaned of dirt/debris as directed.
Execute final cleaning prior to the final inspection.
3.9 Restoration of Storage Area
Upon completion of the project remove signs, barricades, and any other temporary products from the site. After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor. Restore to the original or better condition, areas used by the Contractor for the storage of equipment or material, or other use. Gravel used to traverse grassed areas must be removed and the area restored to its original condition, including top soil and sodding as necessary.
SECTION 01 00 00 Page 14
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
SECTION 01 10 00
SUMMARY OF WORK
03/21
PART 1 SUMMARY OF WORK
1.1 PROJECT INFORMATION
1.1.1. Project Identification:
XTLF 19-1012 Renovate Officer Unaccompanied Housing - F641 XTLF 19-1013 Renovate Officer Unaccompanied Housing - F642 XTLF 19-1014 Renovate Officer Unaccompanied Housing - F643 XTLF 19-1015 Renovate Officer Unaccompanied Housing - F644 XTLF 19-1016 Renovate Officer Unaccompanied Housing - F645
1.1.2. Project Location: Vance AFB, Enid, Oklahoma.
1.1.3. Owner: Vance AFB.
1.1.4. Vance Facility AMP and Project Manager: Charles Snyder, PE
1.1.5. Design Professional: Cyntergy
1.1.6. Construction Manager: Jason Weber
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1. The Work of Project is defined by the Contract Documents and consists of the following: Vance Air Force based is considering seeking renovations bids for the renovations to the existing officer dormitories.
The main intent of the work is to bring Officer Dormitory F641 into compliance with Air Force and code requirements, based on the following scope of work:
1. Replace portions and abandon portions of the existing HVAC system and replace with PTAC system.
2. Repair or replace water damaged drywall near windows.
3. Replacement of windows in each room and the exterior aggregate panels near windows.
4. Renovation of kitchen including:
4.1. Repair, replace, and renovate surfaces damaged by mold.
4.2. Installation of anti-scaling system to mitigate hard water build up on kitchen fixtures.
4.3. Replace electric burners in ranges to make max
temperature compliant.
5. Renovation of bathrooms, including but not limited to:
5.1. Sink with vanities, toilets with full lids, floor tile, shower fixtures, shower surface or liner and drains.
5.2. Connections for future installation of bidets shall
be implemented in eight rooms per facility.
SECTION 01 10 00 Page 1
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
Strikethrough
6. Enclose existing breezeways and repair entrance stairs. Modify site grading, parking, sidewalks, and ramps for compliance with architectural barriers act.
7. Upgrade of electrical service including electrical panel board, transformers, and feeder lines.
8. Renovate two rooms per facility to make accessible.
9. Renovation of fire alarm system within each vestibule, including replacing existing pull station with new at code required locations and providing for new smoke detectors connecting to existing fire alarm panel.
10. Repair and replace worn and damaged surfaces and materials as noted in design drawings.
1.2.2. Type of Contract: Each XTLF project number will be constructed under a single prime contract.
1.3 ACCESS TO SITE
1.3.1. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.
1.3.2. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1.3.2.1. Limits: Confine construction operations to areas where work is permitted.
1.3.2.2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
1.3.2.2.1. Schedule deliveries to minimize use of driveways and entrances by construction operations.
1.3.2.2.2. Schedule deliveries to minimize space and time
requirements for storage of materials and equipment on-site.
1.3.3. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.
1.4 COORDINATION WITH OCCUPANTS
1.4.1. Owner Occupancy: Each facility will be vacated for the duration of each renovation.
SECTION 01 10 00 Page 2
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
1.4.2. The contractor will obtain through contracting office:
1.4.2.1. A Certificate of Substantial Completion.
1.4.2.2. A Certificate of Occupancy from Authorities Having
Jurisdiction (AHJ).
1.4.2.3. Prior to Certificate request, mechanical and electrical systems shall be fully operational, and required tests and inspections shall have been successfully completed.
1.5 WORK RESTRICTIONS
1.5.1. Work Restrictions, General: Comply with restrictions on construction operations.
1.5.1.1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.
1.5.2. On-Site Work Hours: Refer to the Contract Documents.
1.5.3. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1.5.3.1. Notify Construction Manager not less than two days in advance of proposed utility interruptions.
1.5.3.2. Obtain Construction Manager's written permission before proceeding with utility interruptions.
1.5.4. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.
1.5.4.1. Notify Construction Manager not less than two days, preferably 5 days, in advance of proposed disruptive operations.
1.5.4.2. Obtain Construction Manager's written permission before proceeding with disruptive operations.
1.5.5. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.
1.6 SPECIFICATION AND DRAWING CONVENTIONS
1.6.1. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:
1.6.1.1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
SECTION 01 10 00 Page 3
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
1.6.1.2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
1.6.2. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
1.6.3. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1.6.3.1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
1.6.3.2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.
1.6.3.3. Keynoting: Materials and products are identified by
reference keynotes referencing Specification Section numbers found in this Project Manual
SECTION 01 10 00 Page 4
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
SECTION 01 10 01
SCHEDULE F
01/21
PART 1 SCHEDULE F
1.1 BREAK DOWN OF SCHEDULE FOR EACH FACILITY, F641, F642, F643, F644 &
F645.
1. Repair dormitory facility and utilities per Specification section 01 22 01, lines 1 through 15 (Classified as sustainment on Schedule C).
2. Provide ADA parking and access to facility (Classified as R&M Repair on Schedule C).
3. Construct new vestibule at breezeway entrance to facility (Classified as Minor Construction on Schedule C).
1.2 CONTRACT PERIOD
Contract will commence upon the notice to proceed (NTP).
1.3 SCHEDULE OF PERFORMANCE
NOTE:Number of days below include weekends and holidays, unless otherwise noted. A total of 245 will be allowed for each project.
NON- PERFORMANCE PERI OD: (Submittals and acquisition of materials)45 days
PERFORMANCE PERI OD: (Execution of work) 200 days
TOTAL PERI OD OF CONTRACT 245 days
SECTION 01 10 01 Page 1
1542330984E Typewritten Text
XTLF191013
XTLF191014
XTLF191015
XTLF191016
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Line
CWT, PE
Strikethrough
CWT, PE
Strikethrough
CWT, PE
Typewritten Text This schedule of performance is exclusively for XTLF191012, Facility F641
SECTION 01 22 00
INSTRUCTIONS FOR SCHEDULE C
01/21
PART 1 GENERAL
1.1 SUMMARY
Section includes administrative and procedural requirements for associated items on Schedule C.
1.2 RELATED REQUIREMENTS
Section 01 26 00 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.
1.3 Instructions for Completing Schedule C
Each of the numbered line item costs described below include all necessary material, labor, equipment, delivery, installation, insurance, taxes, bonding, overhead, and profit. The Contracting Officer may require the Contractor to provide a breakout of individual items within each numbered line item, at any time. Description of Schedule C Line Items:
Line
Descr i pt i on of Li ne I t em
Sust ai nment ( EEI C 524)
1 All items associated with, but not limted to: Repair by replacement of the windows and the exterior aggregate panels near the windows in the facility. Repair damaged drywall near the windows.
2 All items associated with, but not limted to: Repair the roof.
3 All items associated with, but not limted to: Renovate the existing bathrooms in each unit, including sinks, vanities, toilets, floor tile, shower fixtures, shower surface and drains. Include bidets in various rooms to accommodate international students.
4 All items associated with, but not limted to: Repair the existing Heating, Ventilation, and Air Conditioning (HVAC) system.
5 All items associated with, but not limted to: Repair the fire alarm system.
6 All items associated with, but not limted to: Upgrade electrical panels.
7 All items associated with, but not limted to: Install an anti-scaling system to mitigate hard water buildup on kitchen and bathroom fixtures.
8 All items associated with, but not limted to: Replace damaged flooring and repaint the walls in each unit.
9 All items associated with, but not limted to: Reroute existing water, gas, electrical and communications lines as…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .