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HANGAR RENOVATION
BUILDING 3041
SPECIFICATIONS VOLUME I
U.S. Army Corps of Engineers Seattle District
16 AUGUST 2013
PROJECT NUMBER: CVA000112J
JOINT BASE LEWIS MCCHORD, WASHINGTON
Hangar Renovation CVA000112J
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 41 00.30 41 BID SCHEDULE, BLDG. 3041
DIVISION 01 - GENERAL REQUIREMENTS
01 10 00.30 41 STATEMENT OF WORK, BLDG 3041
01 22 00.00 10 MEASUREMENT AND PAYMENT
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 14 SPECIAL PROJECT PROCEDURES - AIR BARRIER SYSTEMS
01 35 26 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL
01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 62 35 RECYCLED / RECOVERED MATERIALS
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES
02 83 13.00 20 LEAD IN CONSTRUCTION
02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs
AND MERCURY
DIVISION 03 - CONCRETE
03 01 30.71 CONCRETE REHABILITATION
03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING
03 20 00.00 10 CONCRETE REINFORCING
03 30 00.00 10 CAST-IN-PLACE CONCRETE
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 00 METAL STAIRS
05 51 33 METAL LADDERS
05 52 00 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 13 BOARD AND BLOCK INSULATION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 42 13 METAL WALL PANELS
PROJECT TABLE OF CONTENTS Page 1 bobbiek Text Box Volume I
07 60 00 FLASHING AND SHEET METAL
07 61 14.00 20 STEEL STANDING SEAM ROOFING
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 33 23 OVERHEAD COILING DOORS
08 34 16.30 HANGAR DOOR REPAIRS
08 51 13 ALUMINUM WINDOWS
08 60 45 TRANSLUCENT PANELS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 06 90 COLOR SCHEDULE
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE
09 51 00 ACOUSTICAL CEILINGS
09 62 38 STATIC-CONTROL FLOORING
09 65 00 RESILIENT FLOORING
09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 10 00 VISUAL COMMUNICATIONS SPECIALTIES
10 14 02 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 13 WIRE MESH PARTITIONS
10 22 39 FOLDING PANEL PARTITIONS
10 26 13 WALL AND CORNER GUARDS
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
DIVISION 13 - SPECIAL CONSTRUCTION
13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT
13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL
22 07 19.00 40 PLUMBING PIPING INSULATION
22 15 09.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS CLEANING PROCEDURES
22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE
PROJECT TABLE OF CONTENTS Page 2 bobbiek Text Box Volume II
22 15 19.19 20 NONLUBRICATED ROTARY SCREW AIR COMPRESSORS
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING
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
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS
23 09 13.34 40 CONTROL VALVES, SELF-CONTAINED
23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING
SYSTEMS
23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM
23 23 00 REFRIGERANT PIPING
23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS
23 31 13.00 40 METAL DUCTS
23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST
23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS
23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR
OUTPUT)
23 82 00.00 20 TERMINAL HEATING UNITS
23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT
23 82 19.00 40 FAN COIL UNITS
23 82 46.00 40 ELECTRIC UNIT HEATERS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL
26 05 19.00 10 INSULATED WIRE AND CABLE
26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 23 00 SWITCHBOARDS
26 27 13.10 30 ELECTRIC METERS
26 41 01.00 10 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 3
SECTION 01 22 00.00 10 Page 1
SECTION 01 22 00.00 10
MEASUREMENT AND PAYMENT
12/10
PART 1 GENERAL
1.1 GENERAL
The price for each contract line item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor. The bid schedule shall define the contract line items. Work paid for under one contract line item will not be paid for under any other contract line item. Payments shall be considered as full compensation, notwithstanding that minor features may not be mentioned herein. No separate payment will be made for the work, services, or operations required by the Contractor, as specified in DIVISION 01, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.
1.2 PAYMENT INVOICE
Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively, as well as DFARS Clause 252.232-7003, entitled “ELECTRONIC SUBMISSION OF PAYMENT REQUESTS AND RECEIVING REPORTS”. Requests for payments to be made by DFAS will be submitted via WIDE AREA WORK FLOW (WAWF). Requests for payments to be made by paying offices other than DFAS shall be submitted in the number of copies and to the designated billing office as indicated in the Contract.
1.2.1 WIDE AREA WORK FLOW: See DFARS Clause 252.232-7003
1.2.2 When submitting payment requests, the Contractor shall complete Blocks 1 through 12 of the
"PAYMENT INVOICE" Form. (A sample form is attached at the end of this Section.) The completed form shall then become the cover document to which all other support data shall be attached.
1.2.3 One additional copy of the entire request for payment, to include the “PROGRESS PAYMENT
INVOICE” cover document, shall be forwarded to a separate address as designated by the Contracting Officer.
1.2.4 The Contractor shall submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on site staff for each week.
PARTS 2 and 3 NOT USED
END OF SECTION
01 22 00.00 10-2
PAYMENT INVOICE
See Federal Acquisition Regulations (FAR) 32.900, 52.232-5, & 52.232-27
1. PROJECT AND LOCATION
2. DATE
3. CONTRACTOR NAME AND ADDRESS
(Must be the same as in the Contract)
4. CONTRACT NO.
5. INVOICE NO.
6. DESCRIPTION OF WORK
7. PERIOD OF PERFORMANCE
From:
To:
8. DISCOUNT TERMS
9. OFFICIAL TO WHOM PAYMENT
IS TO BE FORWARDED
Name:
Title:
Phone: ( ) -
10. OFFICIAL TO BE NOTIFIED
OF DEFECTIVE INVOICE
Name:
Title:
Phone ( ) -
11. CERTIFICATION: I hereby certify, to the best of my knowledge and belief, that
(1) The amounts requested are only for the performance in accordance with the specifications, terms, and conditions of this contract;
(2) Payments to subcontractors and suppliers have been made from previous payments received under the contract, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of Chapter 39 of Title 31, United States Code;
and
(3) This request for progress payment does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract.
(Signature) (Title) (Date)
12. OTHER INFORMATION OR DOCUMENTATION
required by Contract. (check and attach if applicable):
_____ Updated Progress Chart/Schedule _____ Progress Narrative _____ Certified Payrolls (submitted weekly) _____ Safety Exposure Report _____ Updated Submittal \register _____ Progress Photos _____ Subcontractor/Employee Listings
(FOR GOVERNMENT USE ONLY)
Retainage: _____% Amt.: $____________
Withholdings: $ _________________
Reason: __________________________________
Following items are current:
As-Builts _____ Yes _____ No O & M Manuals _____ Yes _____ No 1354 Data _____ Yes _____ No Submittal Register _____Yes _____No
SECTION 01 30 00 Page 1
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
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
SD-02 Shop Drawings
Layout Drawings; G
1.2 ADVANCED NOTICE OF CONTRACTOR PERFORMED ACCEPTANCE TESTING
The Contractor shall notify the Contracting Officer a minimum of 20 days prior to performing any acceptance testing of the following systems, (1) EMCS, (2) Fire Detection/Protection, (3) Intrusion Detection System, (4) Uninterruptible Power Supply, (5) HVAC, (6) AFFF, (7) Hydrant Refuel and (8) Medical and Food Service Systems. In this notification, the Contractor shall certify that all equipment, materials, and personnel necessary to conduct such testing will be available on the scheduled date and that the systems have been pre-checked by the Contractor and are ready for performance and/or acceptance testing. Contractor shall also confirm that all operations and maintenance manuals and as-builts have been submitted and approved. No performance and/or acceptance testing will be permitted until the operations and maintenance manuals and as-builts have been approved. Advance notification is not required for testing performed as part of fabrication or installation.
Government personnel, at the option of the Government, will travel to the site to witness testing. If the testing must be postponed or canceled for whatever reason not the fault of the government, the Contractor shall provide the Government not less than 3 working days advance notice (notice may be faxed) of this postponement or cancellation. Should this 3 working day notice not be given the Contractor shall reimburse the Government for any and all out of pocket expenses incurred for making arrangements to witness such testing including, but not limited to airline, rental car, meal, and lodging expenses. Should testing be conducted, but fail and have to be rescheduled for any reason not the fault of the Government, the Contractor shall similarly reimburse the Government for all expenses incurred.
1.3 MECHANICAL AND ELECTRICAL LAYOUT DRAWINGS
The Contractor shall submit, for Contracting Officer's approval, scaled layout drawings, including appropriate elevations and sections, as required, showing the room arrangement the Contractor proposes for all pieces of mechanical and electrical equipment and appurtenances thereto, including, but not limited to air conditioning equipment, boilers, compressors, hot water tanks, pumps, electrical control panels, ducts and piping, communications equipment, and fire alarm/mass notification and fire suppression equipment that are to be located in the room. Mechanical and electrical layouts shall be coordinated to eliminate any conflicts of installed equipment. No payments will be made to the Contractor for furnishing or installing equipment until the layout drawings have been approved by the
SECTION 01 30 00 Page 2
Contracting Officer. Mechanical and electrical equipment layout drawings shall be identified and submitted as specified herein. Equipment rooms shown on the drawings are of adequate size to accommodate equipment of required capacities as available from several manufacturers with sufficient space left for access, servicing, and removal. The use of equipment items with dimensions such as "to crowd the space" will not be permitted.
1.4 QUALIFICATIONS OF PERSONNEL ENGAGED IN CONTRACT WORK INVOLVING LIFE
SAFETY SYSTEMS
Any individual, business, or firm engaged in the inspecting, testing, maintaining or servicing of fire and life safety systems and equipment shall be certified to perform these activities in accordance with Appendix G of FL REG 420-30. A certificate of fitness can be obtained by completing the Employee Application for Certification of Fitness with supporting credentials to the JBLM Fire Prevention branch. Allow five working days for processing of application for Certificate of Fitness. Contact the JBLM Fire Prevention Branch at 253-966-7155 or 253-966-1764 for additional information. Submit a copy of certificate of fitness to the Contracting Officer or the Contracting Officer's Representative prior to starting work on life safety system and equipment.
1.5 CONTRACTOR PERSONNEL REQUIREMENTS
1.5.1 Subcontractors and Personnel
Furnish 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.
1.5.2 Identification Badges
Identification badges, if required, will be furnished without charge. Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.
1.5.3 Subcontractor Special Requirements
1.5.3.1 Asbestos Containing Material
All contract requirements of Section 02 82 13.00 10, "ASBESTOS HAZARD CONTROL ACTIVITIES" shall be accomplished directly by a first tier subcontractor.
1.5.3.2 Space Temperature Control, HVAC TAB, and Apparatus Inspection
All contract requirements of Section 23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING SYSTEMS or Section 23 05 93 TESTING, ADJUSTING AND BALANCING shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 09 23 or Section 23 05 93 shall be accomplished by a second tier subcontractor.
1.5.4 Contractor Personnel Requirements
Failure to obtain entry approval will not affect the contract price or time of completion.
1.6 SUPERVISION
SECTION 01 30 00 Page 3
Have at least one qualified supervisor 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 shall also have fluent English communication skills.
1.7 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 value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.
1.8 PARTNERING
LEVEL C PARTNERING: To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership with the Contractor and its subcontractors. The partnership will draw on the strength of each organization in an effort to achieve a quality project done right the first time, within budget, on schedule, and without any safety mishaps. This level of partnering discusses partnering concepts and benefits and should become a part of the preconstruction conference. The senior Government representative and senior Contractor representative present will jointly host the partnering sessions. The partners will determine the frequency of the follow-on sessions. Partnering sessions should be held at or near the location of the activity contracting office. The participants shall bear their own costs for meals, lodging, and transportation associated with partnering.
1.9 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.
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 the 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.
SECTION 01 30 00 Page 4
1.10 ELECTRONIC FILE FORMATS
The Contractor shall establish and maintain the capability to open, create, and send all documents, including contract submittals in Microsoft Office (EXCEL, WORD, PROJECT, etc.) Adobe Acrobat, and other similar formats.
1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS
The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open and send 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 e-mail to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple e-mail address will not be 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 e-mail address.
1.12 PROPOSED PROJECT MODIFICATIONS:
Price proposals for proposed modifications shall be submitted in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS – PRICE BREAKDOWNS. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified. Additional instructions for submitting price proposals can be found in NPSP-415-1-1, INSTRUCTION AND INFORMATION FOR CONTRACTORS, a copy of which will be furnished to the Contractor at the Preconstruction Conference. For information applicable to equipment rates used in contract modifications, refer to 00800 – SPECIAL CLAUSES, clause “EQUIPMENT OWNERSHIP AND OPERATING EXPENSE
SCHEDULE”.
1.13 CORRESPONDENCE
1.13.1 All correspondence shall be addressed to the Administrative Contracting Officer, shall be serially numbered commencing with Number 1, with no numbers missing or duplicated and shall be furnished with an original and one copy. Enclosures attached or transmitted with the correspondence shall also be furnished with an original and one copy. Each serial letter shall make reference to the contract name, contract number and shall have only one subject.
1.13.2 All correspondence from the Contracting Officer and Administrative Contracting Officer will be also serially numbered with no numbers missing or duplicated. Letter to the Contractor will be forwarded in duplicate.
1.13.3 In the event there is more than one project within a contract, correspondence shall contain separate and distinct submittals to identify each project by name.
1.13.4 For submission of Contractor payment requests, See Section 01 22 00 PAYMENT.
1.14 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15 31 OCT 89)
SECTION 01 30 00 Page 5
This Paragraph specifies the procedures for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled “Default (Fixed Price Construction)”.
In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:
1.14.1 The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.
1.14.2 The unusually severe weather must actually cause a delay to the completion of the project.
The delay must be beyond the control and without the fault or negligence of the contractor.
1.14.3 The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor’s progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.
MONTHLY ANTICIPATED ADVERSE WEATHER DELAY
WORK DAYS BASED ON (5) DAY WORK WEEK
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
9 8 8 4 2 3 1 2 4 7 10 10
1.14.4 Upon acknowledgement of the notice to proceed (NTP) and continuing throughout the contract, the contractor will record on the daily QCQ report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delays must prevent work on critical activities for 50 percent or more of the contractor’s scheduled work day.
1.14.5 The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled “Default (Fixed Price Construction)”.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
-- End of Section --
Section 01 32 01.00 10 Page 1
SECTION 01 32 01.00 10
PROJECT SCHEDULE
02/15
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AACE INTERNATIONAL (AACE)
AACE 29R-03 (2011) Forensic Schedule Analysis
AACE 52R-06 (2006) Time Impact Analysis - As Applied in
Construction
U.S. ARMY CORPS OF ENGINEERS (USACE)
ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems
1.2 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
Project Scheduler Qualifications; G Documentation showing qualifications of personnel preparing schedule reports.
Preliminary Project Schedule; G Activity No. Sort Predecessor/successor listing Cost Schedule Activity Code Dictionary
Initial Project Schedule; G Periodic Schedule Update;
Narrative Activity No. Sort Cost Schedule Cash Flow Report (S-Curve)
Section 01 32 01.00 10 Page 2
1.3 PROJECT SCHEDULER QUALIFICATIONS
Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification.
Representative must have a comprehensive knowledge of CPM scheduling principles and application.
2.1 SOFTWARE
The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.
2.1.1 Government Default Software
The Government intends to use Primavera P6.
2.1.2 Contractor Software
Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.
2.1.2.1 Primavera
If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.
2.1.2.2 Other Than Primavera
If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.
3.1 GENERAL REQUIREMENTS
Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of
Section 01 32 01.00 10 Page 3 network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).
3.2 BASIS FOR PAYMENT AND COST LOADING
The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.
3.2.1 Activity Cost Loading
Activity cost loading must be reasonable and without front-end loading.
Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.
3.2.2 Withholdings / Payment Rejection
Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.
In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
3.3.1 Level of Detail Required
Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:
3.3.2 Activity Durations
Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.
3.3.3 Procurement Activities
Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.
3.3.4 Mandatory Tasks
Section 01 32 01.00 10 Page 4
Include the following activities/tasks in the initial project schedule and all updates.
a. Submission, review and acceptance of SD-01 Preconstruction Submittals
(individual activity for each).
b. Submission, review and acceptance of features require design completion
c. Submission of mechanical/electrical/information systems layout drawings.
d. Long procurement activities
e. Submission and approval of O & M manuals.
f. Submission and approval of as-built drawings.
g. Submission and approval of DD1354 data and installed equipment lists.
h. Submission and approval of testing and air balance (TAB).
i. Submission of TAB specialist design review report.
j. Submission and approval of fire protection specialist.
k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.
l. Air and water balancing.
m. Building commissioning - Functional Performance Testing.
n. Controls testing plan submission.
o. Controls testing.
p. Performance Verification testing.
q. Other systems testing, if required.
r. Contractor's pre-final inspection.
s. Correction of punch list from Contractor's pre-final inspection.
t. Government's pre-final inspection.
u. Correction of punch list from Government's pre-final inspection.
v. Final inspection.
3.3.5 Government Activities
Section 01 32 01.00 10 Page 5
Show Government and other agency activities that could impact progress.
These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.
3.3.6 Standard Activity Coding Dictionary
Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site:
http://rms.usace.army.mil.
The SDEF format is as follows:
Field Activity Code Length Description
1 WRKP 3 Workers per day
2 RESP 4 Responsible party
3 AREA 4 Area of work
4 MODF 6 Modification Number
5 BIDI 6 Bid Item (CLIN)
6 PHAS 2 Phase of work
7 CATW 1 Category of work
8 FOW 20 Feature of work*
*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.
3.3.6.1 Workers Per Day (WRKP)
Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.
3.3.6.2 Responsible Party Coding (RESP)
Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency (ies) responsible for performing the activity.
http://rms.usace.army.mil/
Section 01 32 01.00 10 Page 6
a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.
b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);
ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).
3.3.6.3 Area of Work Coding (AREA)
Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings. Activities cannot have more than one Work Area Code.
Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.
3.3.6.4 Modification Number (MODF)
Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.
3.3.6.5 Contract Line Item (CLIN) Coding (BIDI)
Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.
3.3.6.6 Phase of Work Coding (PHAS)
Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.
a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.
b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.
3.3.6.7 Category of Work Coding (CATW)
Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, Section 01 32 01.00 10 Page 7 fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.
3.3.6.8 Feature of Work Coding (FOW)
Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.
Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.
3.3.7 Contract Milestones and Constraints
Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.
Mandatory constraints that ignore or effect network logic are prohibited.
No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.
3.3.7.1 Project Start Date Milestone and Constraint
The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.
3.3.7.2 End Project Finish Milestone and Constraint
The last activity in the schedule must be a finish milestone titled "End Project."
Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path.
The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.
3.3.7.3 Interim Completion Dates and Constraints
Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.
3.3.7.3.1 Start Phase
Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.
3.3.7.3.2 End Phase
Section 01 32 01.00 10 Page 8
Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.
3.3.8 Calendars
Schedule activities on a Calendar to which the activity logically belongs.
Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.
If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Assign non-work days over a seven-day week as weather records are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends.
3.3.9 Open Ended Logic
Only two open ended activities are allowed: the first activity "NTP Acknowledged" may have no predecessor logic, and the last activity -"End Project" may have no successor logic.
Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.
3.3.10 Default Progress Data Disallowed
Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.
3.3.11 Out-of-Sequence Progress
Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.
Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.
3.3.12 Added and Deleted Activities
Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.
Section 01 32 01.00 10 Page 9
3.3.13 Original Durations
Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.
3.3.14 Leads, Lags, and Start to Finish Relationships
Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.
a. Leads (negative lags) are prohibited.
b. Start to Finish (SF) relationships are prohibited.
3.3.15 Retained Logic
Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.
3.3.16 Percent Complete
Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.
3.3.17 Remaining Duration
Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.
3.3.18 Cost Loading of Closeout Activities
Cost load the "Correction of punch list from Government pre-final inspection" activity (ies) not less than 1 percent of the present contract value. Activity (ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).
3.3.18.1 As-Built Drawings
If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than $35,000 or 1 percent of the present contract value, whichever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.
Section 01 32 01.00 10 Page 10
3.3.18.2 O & M Manuals
Cost load the "Submission and approval of O & M manuals" activity not less than $20,000. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.
3.3.19 Anticipated Adverse Weather
Paragraph applicable to contracts with clause entitled TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.
3.3.20 Early Completion Schedule and the Right to Finish Early
An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.
a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.
b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.
3.4 PROJECT SCHEDULE SUBMISSIONS
Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.
Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.
3.4.1 Preliminary Project Schedule Submission
Within 15 calendar days after the NTP is acknowledged submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP.
Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, planned submissions of all early design packages, permitting activities, design review conference activities, and other non-construction activities intended to occur within the first 90 calendar days. Government acceptance of the associated design
Section 01 32 01.00 10 Page 11 package(s) and all other specified Program and Plan approvals must occur prior to any planned construction activities. Activity code any activities that are summary in nature after the first 90 calendar days with Bid Item (CLIN) code (BIDI), Responsibility Code (RESP) and Feature of Work code
(FOW).
3.4.2 Initial Project Schedule Submission
Submit the Initial Project Schedule for approval within 42 calendar days after notice to proceed is issued. The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. No payment will be made for work items not fully detailed in the Project Schedule.
3.4.3 Periodic Schedule Updates
Update the Project Schedule on a regular basis, monthly at a minimum.
Provide a draft Periodic Schedule Update for review at the schedule update meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS.
These updates will enable the Government to assess Contractor's progress.
a. Update information including Actual Start Dates (AS), Actual Finish
Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.
b. AS and AF dates must match the date(s) reported on the Contractor's
Quality Control Report for an activity start or finish.
3.5 SUBMISSION REQUIREMENTS
Submit the following items for the Preliminary Schedule, Initial Schedule, and every Periodic Schedule Update throughout the life of the project:
3.5.1 Data CD/DVDs
Provide two sets of data CD/DVDs containing the current project schedule and all previously submitted schedules in the format of the scheduling software (e.g. .xer). Also include on the data CD/DVDs the Narrative Report and all required Schedule Reports. Label each CD/DVD indicating the type of schedule (Preliminary, Initial, Update), full contract number, Data Date and file name. Each schedule must have a unique file name and use project specific settings.
3.5.2 Narrative Report
Provide a Narrative Report with each schedule submission. The Narrative Report is expected to communicate to the Government the thorough analysis of the schedule output and the plans to compensate for any problems,…
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