17 SPECS 419-Combined-Rev 2020-02-27.pdf
PDF 2 MB Posted
- Attached to
- Repair Munitions Facility B419 Federal contract opportunity
- Solicitation number
- FA441820R0010
About this file
This solicitation is for a firm-fixed price contract to repair Munitions Facility B419 at Joint Base Charleston - Weapons Station in Goose Creek, South Carolina. The contractor will provide all personnel, equipment, tools, materials, and supervision to complete the project with an anticipated performance time of 450 calendar days. A site visit is scheduled for May 7, 2020 at 9:00am EST at the visitor control center parking lot. The solicitation is issued by the Department of the Air Force Air Mobility Command. Responses are due by the date specified in the solicitation.
View the file
Other files for this federal contract opportunity
Show all 19
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Renovation of Munitions WS Building 419 JBC Project No. DKGV 14-2080 Joint Base Charleston 100% Design Submittal
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 16.00 20 PROJECT SCHEDULE AND PROGRESS DOCUMENTATION
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00 QUALITY CONTROL FOR MINOR CONSTRUCTION
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 54 00.00 31 GREEN PROCUREMENT
01 57 19.00 31 TEMPORARY ENVIRONMENTAL CONTROLS (JB CHS-7/2014)
01 57 20.00 31 ENVIRONMENTAL PROTECTION
01 74 19.00 31 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT (JB CHS)
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 01 00.00 ENVIRONMENTAL REPORT
02 41 00 DEMOLITION
02 65 00 UNDERGROUND STORAGE TANK REMOVAL
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 60 00 FLASHING AND SHEET METAL
07 92 00 JOINT SEALANTS
DIVISION 09 - FINISHES
09 51 00 ACOUSTICAL CEILINGS
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 21 13 TOILET COMPARTMENTS
10 28 13 TOILET ACCESSORIES
DIVISION 21 - FIRE SUPPRESSION
21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL
22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 05 15 COMMON PIPING FOR HVAC
23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND
EQUIPMENT
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
PROJECT TABLE OF CONTENTS Page 1 jenniferp Typewritten Text
PART I
jenniferp Typewritten Text
PART II
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL
23 31 13.00 40 METAL DUCTS
23 52 00 HEATING BOILERS
23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS
23 65 00 COOLING TOWERS AND REMOTE EVAPORATIVELY-COOLED CONDENSERS
23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS
23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT
23 82 00.00 20 TERMINAL HEATING UNITS
23 82 19.00 40 FAN COIL UNITS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT
26 08 00 APPARATUS INSPECTION AND TESTING
26 09 23.00 40 LIGHTING CONTROL DEVICES
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 16.00 40 PANELBOARDS
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 51 00 INTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY
28 31 76 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT
32 12 10 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 92 23 SODDING
DIVISION 33 - UTILITIES
33 52 10 SERVICE PIPING, FUEL SYSTEMS
33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 2
SECTION 01 11 00
SUMMARY OF WORK
06/15
PART 1 GENERAL
1.1 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:
SD-01 Preconstruction Submittals
Utility Outage Requests; G
Road Closure Requests; G
Air Force Work Clearance Permit; G
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work includes the renovation of building 419 to increase usability, reduce maintenance expenses, and preserve the useful life of the mission. The contractor will be required to do an asbestos and lead survey.
1.2.2 Location
The work shall be located on Joint Base Charleston - Weapons Station, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.3 OCCUPANCY OF PREMISES
Building(s) may be occupied during performance of work under this Contract.
Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.
1.4 PROJECT ENVIRONMENTAL GOALS
Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability.
Specifically:
a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.
b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient
SECTION 01 11 00 Page 1 equipment and strategies.
c. Use environmentally preferable products and decrease toxicity level of materials used.
d. Use renewable energy and material resources.
e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended. Consider the durability, maintainability, and flexibility of building systems.
f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.
g. Reduce construction waste through reuse, recycling, and supplier take-back.
1.5 EXISTING WORK
In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.6 ON-SITE PERMITS
Obtain a work clearance/digging permit prior to start of excavation. The Contractor is responsible for marking and verifying all utilities. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
1.6.1 Notifications
Notify the Contracting Officer at least 72 hours prior to starting excavation work.
1.6.2 Outage Requests
Utility outages and road closures required during the prosecution of work shall be arranged for the convenience of the Government. Utility outages and connections shall be scheduled outside regular working hours. Utility outage, and road closure requests shall be submitted to the Contracting Officer for coordination and Government approval at least 21 days prior to the desired outage or closure date. Requests shall clearly identify the need for the outage or closure, the requested date(s) for the outage or closure, the expected length of the outage or closure and proposed backup dates.
SECTION 01 11 00 Page 2
1.7 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged remain the property of the Government.
The salvaged property shall be segregated, itemized, delivered and off-loaded at the Government designated storage area located on Joint Base Charleston.
Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 3
SECTION 01 14 00
WORK RESTRICTIONS
06/15
PART 1 GENERAL
1.1 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:
SD-01 Preconstruction Submittals
List of Contact Personnel; G
1.2 CONTRACTOR ACCESS AND USE OF PREMISES
1.2.1 Activity Regulations
It should be recognized that requirements for security and base access varies between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligible, subject to documentation acceptable to the Government, for an adjustment to the contract.
Ensure that all Contractor personnel employed on Joint Base Charleston become familiar with and obey Installation regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.
1.2.1.1 Subcontractors and Personnel Contacts
Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.
1.2.1.2 Identification Badges and Installation Access
Identification badges, if required, may be furnished without charge under certain circumstances. Confirm security requirements with the Contracting Officer. Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/files/form/I-9_IFR_02-02-09.pdf. Immediately report instances of lost or stolen badges to the Contracting Officer.
SECTION 01 14 00 Page 1
1.2.1.3 Tobacco Use Policy
Tobacco use is prohibited within and outside of all buildings on installation, except in designated Tobacco Use areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated Tobacco Use areas.
1.2.2 Working Hours
Regular working hours must consist of an 9 1/2 hour period established by the Contractor Officer, between 07:00 and 16:30, Monday through Friday, excluding Government holidays.
1.2.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.
1.2.4 Occupied Buildings
Do not enter occupied buildings without prior approval of the Contracting Officer.
Existing buildings and their contents must be kept secure at all times.
Provide temporary closures as required to maintain security as directed by the Contracting Officer.
Provide dust covers or protective enclosures to protect existing work that remains and Government material during the construction period.
Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect against damage, or temporarily disconnect, relocate, protect, and reinstall at the completion of the work.
1.2.5 Utility Cutovers and Interruptions
a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.
b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.
c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and natural gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.
d. Operation of Station Utilities: The Contractor must not operate nor
SECTION 01 14 00 Page 2 disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services without Government notification and approval. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00 Page 3
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
06/15
PART 1 GENERAL
1.1 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Resume for the proposed Superintendent; G
SD-04 Samples
Color Boards; G
1.2 COLOR BOARDS FOR AIR FORCE PROJECTS
Submit three sets of color boards within 90 calendar days after Contract Award for Design/Bid/Build construction contracts and no later than the 95% Design Submittal for Design/Build contracts. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Samples shall be presented on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.
1.3 MINIMUM INSURANCE REQUIREMENTS
Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:
a. Comprehensive general liability: $500,000 per occurrence
b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage
c. Workmen's compensation as required by Federal and State workers'compensation and occupational disease laws.
d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers.
SECTION 01 30 00 Page 1
e. Others as required by State law.
1.4 CONTRACTOR SPECIAL REQUIREMENTS
1.4.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection
All contract requirements of Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC and Section 26 08 00 APPARATUS INSPECTION AND TESTING shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 05 93 or 26 08 00 shall be accomplished by a second tier subcontractor.
1.5 SUPERVISION
1.5.1 Minimum Communication Requirements
Have at least one qualified superintendent capable of reading, writing, and conversing fluently in the English language, on the job-site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.
1.5.2 Superintendent Qualifications
Superintendent must have a minimum of 5 years experience as a project manager, project engineer, superintendent, or quality control manager on projects similar in size, scope and complexity to this project. The project superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping work on all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop work orders shall be made the subject of a claim for extension of time for excess costs or damages by the contractor.
Approval of the project superintendent is required prior to the start of construction. Provide a resume for the proposed superintendent describing their experience with references and qualifications to the contracting officer for approval. The contracting officer reserves the right to interview the proposed project superintendent at any time in order to verify the submitted qualifications.
1.6 PRECONSTRUCTION CONFERENCE
After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the contract and safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.
1.7 AVAILABILITY OF CADD DRAWING FILES
After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.
SECTION 01 30 00 Page 2
Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.
These electronic CADD drawing files are not construction documents.
Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.
If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.
1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS
The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats, etc.. Multiple email addresses will not allowed.
It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 30 00 Page 3
SECTION 01 30 00 Page 4
SECTION 01 32 16.00 20
PROJECT SCHEDULE AND PROGRESS DOCUMENTATION
11/09
PART 1 GENERAL
Pursuant to Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," a Project Schedule as described below shall be prepared.
Scheduling of construction shall be the responsibility of the Contractor.
Contractor management personnel actively participate in the development of the project schedule. Contractor management personnel shall coordinate closely with Contracting Officer/Bldg. Manager-POCs/CENMP in the maintenance of the schedule. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate schedule. The approved schedule shall be used to measure the progress of work, to aid in evaluating time extensions, and to provide the basis of all progress payments.
1.1 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Qualifications; G
Baseline Project Schedule; G
Initial Contract Progress Report (AF IMT 3065);G
Initial Contract Progress Schedule (AF IMT 3064);G
SD-07 Certificates
Monthly Project Schedule Updates; G
Monthly Contract Progress Reports (AF IMT 3065); G
Monthly Contract Progress Schedules (AF IMT 3064); G
1.2 QUALIFICATIONS
The Contractor shall designate an authorized representative responsible for preparing and maintaining the project schedule for this contract. This individual shall have prepared and maintained at least 3 previous schedules of similar size, scope and complexity to this contract. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting Officer.
SECTION 01 32 16.00 20 Page 1
1.3 PROJECT SCHEDULE
1.3.1 Basis for Payment
The Project Schedule shall be the basis for measuring Contractor progress.
Lack of an approved updated project schedule may result in an inability of the Contracting Officer to evaluate the Contractor's progress for the purposes of payment. The Baseline Project Schedule shall be submitted for approval within 30 calendar days after the Notice to Proceed (NTP) has been acknowledged. Acceptance of an error free current Project Schedule is a condition precedent to processing any Contractor's pay request except bond payments. In the cases where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum amount allowed by the contract, each payment period, until the revisions have been made.
Review comments made by the Government on the Contractor’s schedule(s) will not relieve the Contractor from compliance with the requirements of the Contract Documents. The Contractor is responsible for scheduling, sequencing and prosecuting work to comply with the requirements of the Contract Documents. Government acceptance extends only to the activities of the Contractor’s schedule that the Government has been assigned responsibility and agrees it is responsible. Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of Government acceptance;
but are for the general conformance with established industry scheduling concepts.
1.3.2 Schedule Format
1.3.2.1 Use of the Critical Path Method
The Contractor shall use the critical path method (CPM) and the Precedence Diagram Method (PDM) to schedule and control project activities.
1.3.2.2 Scheduling Software
Project schedules shall be prepared and maintained using a commercially available scheduling software program capable of providing all requirements of this specification. Manual methods used to produce any required information shall require prior approval by the Contracting Officer.
1.3.2.3 Level of Detail Required
The Project Schedule shall include an appropriate level of detail to appropriately reflect the complexity of work and to clearly show all construction activities planned for the project as well as all other activities which could impact project completion if delayed, including but not limited to; submittals, government review periods, environmental permitting, material/equipment delivery, utility outages, anticipated weather delays, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.
Activities on the critical path shall be clearly indicated. Separate activities shall be created for each Phase, Area, Floor Level and Location the activity is occurring. On-site construction activities with anticipated durations in excess of 20 working days shall be broken into multiple activities. Tasks related to procurement of long lead materials or
SECTION 01 32 16.00 20 Page 2 equipment (procurement cycles of over 90 days) shall be included as separate activities.
At a minimum, each activity shall include the following information:
a. Activity ID
b. Activity Description
c. Original Duration in Work Days
d. Early Start Date
e. Early Finish Date
f. Late Start Date
g. Late Finish Date
h. Total Float
i. Bid Item
j. Percent Complete
All activities shall be identified in the Project Schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item.
k. Feature of Work
All activities shall be identified in the Project Schedule according to the Contractor designated Definable Feature of Work to which the activity belongs. An activity shall not contain work in more than one feature of work.
l. Responsibility
All activities shall be identified in the Project Schedule according to the party responsible for accomplishing the work encompassed by the activity. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not be assigned to more than one responsible party in the Project Schedule.
Project Start Date Milestone: The Contractor shall include as the first activity on the schedule a start milestone titled "Notice to Proceed", which shall have a Mandatory Start constraint equal to the Contract Award Date.
Projected Completion Milestone: The Contractor shall include an unconstrained finish milestone on the schedule titled "Projected Completion", indicating the point in time at which the project is complete and ready for its intended use. This milestone shall have the Contract Completion Date (CCD) as its only successor.
Contract Completion Date (CCD) Milestone: The Contractor shall include as the last activity on the schedule a finish milestone titled "Contract
SECTION 01 32 16.00 20 Page 3
Completion (CCD)", which shall have a Mandatory Finish constraint equal to the Contract Completion Date. The only predecessor to the Contract Completion Date Milestone shall be the Projected Completion milestone.
With the exception of the Contract Award and Contract Completion Date (CCD) milestone activities, no activity shall be open-ended; each activity shall have predecessor and successor ties. Once an activity exists on the approved schedule, it shall not be deleted or renamed to change the scope of the activity, nor shall it be removed from the schedule logic without approval from the Contracting Officer.
Date/time constraint(s) and/or lags, other than those required by the contract, shall not be allowed unless accepted by the Contracting Officer.
1.3.2.4 Submittals and Procedures
Submit project schedule and updates in hard copy and on electronic media acceptable to the Contracting Officer. Submittals shall be understood to be the Contractor's certification that the submitted schedule meets all requirements of the Contract documents, represents the Contractor's plan on how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).
Actual start and Finish dates shall not be automatically updated by default mechanisms that may be included in the CPM scheduling software system.
Actual Start and Finish dates shall match those dates from the Contractor Quality Control Reports. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.
1.3.3 PROJECT SCHEDULE UPDATES
The Project Schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Contractor and Government representatives shall meet at monthly intervals to review and agree on the information presented in the updated project schedule. Updated Project Schedules shall also be submitted for Government approval in conjunction with any Contractor requests for additional time. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.
1.3.3.1 Narrative Report
Each updated project schedule shall be accompanied by a narrative report identifying and justifying:
a. progress made in each area of the project;
b. the current Critical Path;
c. date/time constraint(s), other than those required by the contract;
d. changes in the following:
i. added or deleted activities;
ii. original and remaining durations for activities which have not started;
iii. logic;
SECTION 01 32 16.00 20 Page 4
iv. milestones;
v. planned sequence of operations;
vi. critical path.
e. pending items and status thereof, including permits, changes orders, and time extensions;
f. status of Contract Completion Date and interim milestones;
g. current and anticipated delays (describe cause of delay and corrective actions);
h. description of current and future schedule problem areas.
Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.
1.4 PROGRESS DOCUMENTATION
1.4.1 Contract Progress Reports
Prior to commencement of work, submit the Initial Contract Progress Report (AF IMT 3065). The number of line items on the Contract Progress Schedule shall appropriately reflect the complexity of the work, phasing requirements and other project constraints. At a minimum, the Contract Progress Report shall include a line item for each Definable Feature of Work identified in the approved Quality Control Plan. Once the Initial Contract Progress Report has been approved by the Contracting Officer, submit updated Monthly Contract Progress Reports (AF IMT 3065) for Government approval for the duration of the contract.
1.4.2 Contract Progress Schedules
Prior to commencement of work, submit the Initial Contract Progress Schedule (AF IMT 3064). Work elements shall be identical to the elements listed on the Contract Progress Report (AF IMT 3065) and the overall progress schedule shall reflect the more detailed Project Schedule. Once the Initial Contract Progress Schedule has been approved by the Contracting Officer, submit updated Monthly Contract Progress Schedules (AF IMT 3064) for Government approval for the duration of the contract.
1.4.3 3-WEEK LOOK AHEAD SCHEDULE
The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans shall cover the planned work for the current and following two-week period and shall include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting Officer no later than 9 a.m. each Monday and reviewed during the CQC Coordination Meetings.
1.5 CORRESPONDENCE AND TEST REPORTS:
All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule Activities
SECTION 01 32 16.00 20 Page 5 that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference Schedule Activities that are being addressed.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.1 OWNERSHIP OF FLOAT
Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.
3.2 CONTRACT MODIFICATION
Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change clearly illustrating the influence of each change or delay on the Contract Completion Date (CCD) or milestones. TIAs shall be in both narrative and schedule form demonstrating the delay impact. The TIA shall identify the predecessors to new activities and demonstrate impacts to successor activities. The TIA shall show all activity progress as of the date of the proposal. If the impact to the schedule occurs prior to the proposal submission, the TIA schedule shall be updated to show all activity progress as of the time of the impact. If the proposed change does not impact the CCD, a TIA shall not be required.
3.3 ATTACHMENTS TO THIS SECTION
a. Contract Progress Schedule (AF IMT 3064)
b. Contract Progress Report (AF IMT 3065)
SECTION 01 32 16.00 20 Page 6
SECTION 01 33 00
SUBMITTAL PROCEDURES
05/11
PART 1 GENERAL
1.1 SUMMARY
The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.
Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.
Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.
Contractor's Quality Control (CQC) System Manager and the Designer of Record, if applicable, to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited
to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications;
warranties; and other such required submittals.
Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.
A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".
1.2 DEFINITIONS
1.2.1 Submittal Descriptions (SD)
Submittals requirements are specified in the technical sections.
Submittals are identified by Submittal Description (SD) numbers and titles as follows:
SD-01 Preconstruction Submittals
Submittals which are required prior to start of construction (work).
Certificates of insurance
Surety bonds
List of proposed Subcontractors
List of proposed products
SECTION 01 33 00 Page 1
Construction progress schedule
Submittal register
Schedule of prices
Health and safety plan
Work plan
Quality Control(QC) plan
Environmental protection plan
SD-02 Shop Drawings
Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.
Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.
Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.
SD-03 Product Data
Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.
Samples of warranty language when the contract requires extended product warranties.
SD-04 Samples
Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.
Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.
Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.
SD-05 Design Data
Design calculations, mix designs, analyses or other data pertaining to a part of work.
Design submittals, design substantiation submittals and extensions of
SECTION 01 33 00 Page 2 design submittals.
SD-06 Test Reports
Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.
Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.
Investigation reports.
Daily logs and checklists.
Final acceptance test and operational test procedure.
SD-07 Certificates
Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.
Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.
Confined space entry permits.
Text of posted operating instructions.
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.
SD-09 Manufacturer's Field Reports
Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.
SECTION 01 33 00 Page 3
Factory test reports.
SD-10 Operation and Maintenance Data
Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.
This data is intended to be incorporated in an operations and maintenance manual or control system.
SD-11 Closeout Submittals
Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.
Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.
Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.
1.2.2 Approving Authority
Office or designated person authorized to approve submittal.
1.2.3 Work
As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor QC approval.
Submit the following in accordance with this section.
SD-01 Preconstruction Submittals
Submittal Register; G
1.4 SUBMITTAL CLASSIFICATION
Submittals are classified as follows:
1.5 PREPARATION
1.5.1 Transmittal Form
Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form
SECTION 01 33 00 Page 4 prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph IDENTIFYING SUBMITTALS. Process transmittal forms to record actions regarding sample installations.
1.5.2 Identifying Submittals
When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.
Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:
a. Project title and location.
b. Construction contract number.
c. Date of the drawings and revisions.
d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.
e. Section number of the specification section by which submittal is required.
f. Submittal description (SD) number of each component of submittal.
g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.
h. Product identification and location in project.
1.5.3 Format for SD-02 Shop Drawings
Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required.
Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.
Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.
Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph
IDENTIFYING SUBMITTALS.
Number drawings in a logical sequence. Contractors may use their own number system. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.
Reserve a blank space, no smaller than 2 inches on the right hand side of
SECTION 01 33 00 Page 5 each sheet for the Government disposition stamp.
Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings.
Identify materials and products for work shown.
Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.
1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions
Present product data submittals for each section as a complete, bound volume.
Include table of contents, listing page and catalog item numbers for product data.
Indicate, by prominent notation, each product which is being submitted;
indicate specification section number and paragraph number to which it pertains.
Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.
Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.
Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.
State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.
Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.
Submit manufacturer's instructions prior to installation.
1.5.5 Format of SD-04 Samples
Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:
SECTION 01 33 00 Page 6
a. Sample of Equipment or Device: Full size.
b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.
c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.
d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.
e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.
f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.
g. Sample Panel: 4 by 4 feet.
h. Sample…
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 .