ERRC_FINAL_SUBMITTAL_01_07_10_VOL1.pdf
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- RECOVERY MAJOR RENOVATIONS TO THE EASTERN REGIONAL RESEARCH CENTER (ERRC) IN WYNDMOOR, PA.
- Solicitation number
- AG-3K15-S-10-0004
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ERRC Final Sumbittal 01 07 10 Vol 1
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BERNARD JOHNSON CORPORATION
Architecture Engineering Planning Government Services
USDA/ARS
Eastern Regional Research Center
Wyndmoor, Pennsylvania
SPECIFICATIONS
VOLUME 1
Pilot Plant Laboratories Renovation Phases 9A, 9B and
Power Plant Upgrade Phase 8
January 7, 2010
Final Submittal
Prepared by:
2401 Research Blvd. Suite 200 Rockville, Maryland 20850 301.208.2600 301.208.2601 (f)
Power Plant Upgrade, Phase 8 Eastern Regional Research Center Pilot Plant Renovation, Phases 9A & 9B Wyndmoor, PA
PROJECT TABLE OF CONTENTS Page 1
TABLE OF CONTENTS
VOLUME 1 0F 2
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 20 00.00 20 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 31 19.00 40 PROJECT MEETINGS
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 23.00 40 OWNER SAFETY REQUIREMENTS
01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS
01 35 43.10 20 ENVIRONMENTAL MANAGEMENT
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 04.00 10 CONTRACTOR QUALITY CONTROL
01 50 00.00 20 TEMPORARY FACILITIES AND CONTROLS
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 58 00 PROJECT IDENTIFICATION
01 62 35 RECYCLED / RECOVERED MATERIALS
01 77 00.00 20 CLOSEOUT PROCEDURES
01 78 00.00 40 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 – EXISTING CONDITIONS
02 41 00 DEMOLITION
02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS
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 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE
DIVISION 04 - MASONRY
04 20 00 MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 00 METAL: MISCELLANEOUS AND FABRICATIONS
DIVISION 06 - WOODS & PLASTICS
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
DIVISION 07 - THERMAL & MOISTURE PROTECTION
07 11 13 BITUMINOUS DAMPPROOFING
PROJECT TABLE OF CONTENTS Page 2
07 16 19 METALLIC OXIDE WATERPROOFING
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 53 14 THERMOPLASTIC POLYOLEFIN ROOFING SYSTEM
07 60 00 FLASHING AND SHEET METAL
07 81 00 SPRAY-APPLIED FIREPROOFING
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 14 00 WOOD DOORS
08 51 13 ALUMINUM WINDOWS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL AND DOOR LOUVERS
DIVISION 09 - FINISHES
09 22 00 METAL SUPPORT ASSEMBLIES
09 22 36.00 20 FURRING AND LATHING
09 29 00 GYPSUM BOARD
09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE
09 51 00 ACOUSTICAL CEILING
09 65 00 RESILIENT FLOORING
09 68 00 CARPET
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 10 00 VISUAL COMMUNICATIONS SPECIALTIES
10 14 02 INTERIOR SIGNAGE
10 21 13 TOILET PARTITIONS
10 26 13 WALL AND CORNER GUARDS
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
10 51 13 STEEL CLOTHING LOCKERS
DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
12 31 00 LABORATORY CASEWORK AND EQUIPMENT
TABLE OF CONTENTS Page 3
TABLE OF CONTENTS
VOLUME 2 0F 2
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 15 14 VACUUM, NITROGEN GAS AND LOW PRESSURE COMPRESSED AIR PIPING
(NON-BREATHING AIR TYPE)
DIVISION 23 - MECHANICAL
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 05 48 VIBRATION AND SEISMIC CONTROLS
23 05 53.00 00 MECHANICAL SYSTEMS IDENTIFICATIONS
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 08 00.00 10 RETRO COMMISSIONING OF EXISTING BUILDING HVAC SYSTEMS
23 08 00.00 20 COMMISSIONING OF BUILDING SYSTEMS
23 09 54.00 20 DIRECT DIGITAL CONTROL SYSTEMS
23 21 13.00 00 HYDRONIC PIPING SYSTEMS
23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS
23 30 13. DUCTWORK AND DUCTWORK ACCESSORIES
23 52 49.00 20 STEAM BOILERS AND EQUIPMENT
23 64 10 CENTRIFUGAL WATER CHILLERS
23 65 00 COOLING TOWERS
23 73 13 CENTRAL-STATION AIR-HANDLING UNITS
23 82 00 TERMINAL HEATING UNITS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 19.00 10 INSULATED WIRE AND CABLE
26 08 00 APPARATUS INSPECTION AND TESTING
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 41 00.00 20 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
DIVISION 27 – COMMUNICATIONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE
DIVISION 31 – EARTHWORK
31 11 00 CLEARING AND GRUBBING
31 23 00.00 20 EXCAVATION AND FILL
DIVISION 32 – SITE WORK
TABLE OF CONTENTS Page 4
32 10 00 BITUMINOUS CONCRETE PAVEMENT
32 31 13 CHAIN LINK FENCES AND GATES
DIVISION 33 – UTILITIES
33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING
33 30 00 ACID WASTE SEWER
-- END OF TABLE OF CONTENTS --
SECTION 01 11 00 Page 1
SECTION 01 11 00
SUMMARY OF WORK
01/08
PART 1 GENERAL
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.
ASTM INTERNATIONAL (ASTM)
ASTM E 2114 (2008) Standard Terminology for
Sustainability Relative to the Performance of Buildings
GREEN BUILDING INITIATIVE (GBI)
Green Globes (2004) Green Globes(tm) US Green Building
Rating System
U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)
Energy Star (1992; R 2006) Energy Star Energy Efficiency
Labeling System
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED (2002; R 2005) Leadership in Energy and
Environmental Design(tm) Green Building Rating System for New Construction (LEED-NC)
1.2 DEFINITIONS
Definitions pertaining to sustainable development are as defined in ASTM E 2114, Section 01 35 40.00 20 ENVIRONMENTAL MANAGEMENT, Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.
a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.
b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.
c. "Operational performance" is the functional behavior of the building as a whole or of the building components.
SECTION 01 11 00 Page 2
d. "Sustainability" is the balance of environmental, economic, and societal considerations.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. 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:
1.4 WORK COVERED BY CONTRACT DOCUMENTS
1.4.1 Project Description
The work includes the simultaneous upgrade and renovation of phases 8, 9A and 9B, roof work on existing phase 2, and retro commissioning of existing HVAC systems in prior constructed phases 1, 2, and 3 through 7. Upgrade and renovation work includes phase 8 consisting of the upgrade of the ERRC Power Plant Facility and phase 9A and 9B consisting of the renovation and modernization of the Pilot Plant Wing Laboratories. Roof work of Phase 2 includes all remaining areas of the Pilot Plant except phases 9A and 9B.
Retro Commissioning work includes prior constructed phases of work consisting of Phase 1 Power Plant upgrades and expansion; Phase 2 Pilot Plant upgrades; and Phases 3 through 7, Chemical Wing Laboratory Renovations. Phase descriptions are listed below:
Phase 8: Power Plant Upgrade includes boiler, chiller and cooling tower work, including associated, pumps, stacks, and vents.
Support work includes trench, grating and catwalk construction.
Phase 9A: Pilot Plant Laboratory Renovation consists of major renovation of the laboratories, support spaces and offices. This phase will encompass work on all four floors and the attic and roof levels. This phase will include asbestos/lead abatement, demolition and complete renovation of the spaces within the limits of construction and roof replacement. The renovation includes new partitions, doors, windows, laboratory fixed casework, floors, ceilings, HVAC, AHU, ductwork, fire sprinkler system, plumbing including laboratory gases, toilet room fixtures, electrical distribution system, communication system, fire alarm system and lighting.
Phase 9B: Pilot Plant Laboratory Renovation consists of major renovation of the laboratories, support spaces and offices. This phase will encompass work on all four floors and the attic and roof levels. This phase will include asbestos/lead abatement, demolition and complete renovation of the spaces within the limits of construction and roof replacement. The renovation includes new partitions, doors, laboratory fixed casework, floors, ceilings, HVAC, AHU, ductwork, fire sprinkler system, plumbing including laboratory gases, electrical distribution system, communication system, fire alarm system and lighting.
Roof Work:
SECTION 01 11 00 Page 3
The roof work consists of reroofing, guardrails, brick point up, and miscellaneous flashings and metals on the Pilot Plant Wing from column line 1 to 11.
Retro Commissioning:
The Retro Commissioning effort will include existing HVAC systems constructed in prior phases. General areas of Retro Commissioning and specific scheduling are listed below. Refer to “Retro Commissioning of Existing Building Systems” specifications and drawings for additional information and detailed scope of work.
Phase 1: Power Plant equipment includes but not limited to boilers, chillers, cooling towers, pumps, and controls.
Phase 2: Pilot Plant HVAC equipment.
Phases 3-7: Chemical Wing Laboratories. HVAC equipment.
Schedule from Contractor’s Notice to Proceed date:
60-90 days: All submittals are to be provided to Architect for review.
90-135 days: Pre Retro Commissioning Assessment to preview a limited number of labs and equipment. Complete installation of Chemical Wing Variable Geometry Dampers on exhaust fan stacks.
120-150 days: Government repair of equipment from Pre Retro Commissioning Assessment.
150-240 days: Perform Retro Commissioning.
After completed commissioning of Phase 8, 9A, and 9B has been reviewed and approved by the Architect, Phase 2 shall be spot checked to verify initial Retro Commissioning settings have not changed.
1.4.2 Location
The work shall be located at the USDA/ARS Eastern Regional Research Center (ERRC), Wyndmoor, PA, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.5 CONTRACT DRAWINGS
The following drawings accompany this specification and are a part thereof.
Drawing No.: Volume 1 - 5
Five sets of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished.
Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.
SECTION 01 11 00 Page 4
1.6 WORK RESCHEDULING
Contractor shall allow for a maximum of (see contract solicitation) calendar days where construction activity is prohibitive. Further allowance for (see contract solicitation) calendar days of excavation and subsurface activity abeyance shall be imposed where other construction activities are permitted.
Government will provide 24 hour notification each time the restrictions are invoked.
Normal duty hours for work shall be from 7:00 a.m. to 4:30 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period, and shall be coordinated with USDA Area Office Engineer.
1.7 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 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.
1.7.1 Independent Verification
1.7.1.1 EPA Energy Performance Rating
Provide work consistent with drawings in order to meet Energy Star in accordance with design.
1.8 OCCUPANCY OF PREMISES
Portions of Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.
SECTION 01 11 00 Page 5
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.
1.9 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 shall be in a condition equal to or better than that which existed before new work started.
1.10 ON-SITE PERMITS
1.10.1 Utility Outage Requests and Utility Connection Requests
Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.
The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
Work shall be scheduled to hold outages to a minimum.
Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.
Contracting Officer may permit utility outages at his discretion.
Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.
Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.
1.10.2 Borrow, Excavation, Welding, and Burning Permits
Although permits are generally not required for this project, specific approvals required prior to start of work shall be obtained in accordance with the specifications.
SECTION 01 11 00 Page 6
Permits shall be posted at a conspicuous location in the construction area.
Burning of trash or rubbish is not permitted on project site.
1.11 LOCATION OF UNDERGROUND FACILITIES
Obtain approval for digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with Ground Penetrating Radar and electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. 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 during scanning 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.
1.11.1 Notification Prior to Excavation
Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact Miss Utility 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by Miss Utility.
1.12 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.
The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located kilometers at the construction site.
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
-- End of Section --
SECTION 01 14 00 Page 1
SECTION 01 14 00
WORK RESTRICTIONS
07/06
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 State
"State" when used in reference to states of the United States shall also include the Territory of Guam.
1.2 SUBMITTALS
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies
SD-01 Preconstruction Submittals
Transportation of personnel, materials, and equipment; G
Purchase orders; G
List of Contact Personnel; G
Personnel List; G
Vehicle List; G
1.3 SPECIAL SCHEDULING REQUIREMENTS (TBD)
a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.
b. The facility will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.
c. Permission to interrupt any roads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.
d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.
1.4 CONTRACTOR ACCESS AND USE OF PREMISES
SECTION 01 14 00 Page 2
1.4.1 Activity Regulations
Ensure that Contractor personnel employed on the project site location become familiar with and obey location regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Ingress and egress of Contractor vehicles at the Activity is limited to area to be determined by the Contracting Officer.
To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours unless otherwise approved by the Contracting Officer.
Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.
1.4.1.1 Subcontractors and Personnel Contacts
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.
1.4.1.2 Identification Badges
Identification badges will be furnished without charge. The Contractor shall reimburse the owner for all lost or damaged badges.
Identification badges will be issued to the Contractor and his employees.
A copy of the security regulations may be obtained from the security office.
All badges must be returned or accounted for to the COR upon expiration of the badge or contract, or termination of the employee.
1.4.1.3 Employee List
The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.
1.4.4 Radioactive Materials and Equipment
All testing equipment, containing a radioactive source, shall be operated in accordance with an approved radioactive equipment plan. This plan shall be submitted to the Contracting Officer for approval. This plan shall include:
a. The name and type of equipment.
b. The type and size of radiation source.
c. The dates and locations of the equipment's usage.
d. The radiological controls that the Contractor will use while operating the equipment.
A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet of for each piece of new radioactive equipment shall
SECTION 01 14 00 Page 3 be submitted to the Contracting Officer. The data sheet shall contain the following information:
a. Name of equipment.
b. Name and address of equipment manufacturer.
c. Type and size of radiation source.
d. The location of the installed radioactive equipment (i.e.
building no., floor, code/shop area).
1.4.5 Working Hours
Regular working hours shall consist of an 8 1/2 hour period, between 7 a.m.
and 7:00 p.m., Monday through Friday, excluding Government holidays.
1.4.6 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 7 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 shall be lighted in a manner approved by the Contracting Officer.
Utility cutovers, concrete sawing, jack hammering activities (or any other noisy activities) shall be provided after normal working hours or on Saturdays, Sundays, and Government holidays unless otherwise approved by the Contracting Officer.
1.4.7 Occupied and Existing Building
The Contractor shall be working in an existing building which is occupied.
The existing buildings and their contents shall be kept secure at all times.
Provide temporary closures as required to maintain security as directed by the Contracting Officer.
Provide dust covers, protective enclosures, and negative air compartments to protect existing work that remains and Government material.
1.4.8 Utility and System Cutovers and Interruptions
a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the 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, SECTION 01 14 00 Page 4 compressed air shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."
d. Operation of Utilities: The Contractor shall not operate nor disturb the setting of control devices in the location utilities system, including water, sewer, electrical, and steam services. The Government or government representative will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.
e. The removal, cleaning, and replacement of chilled water glycol solution shall be performed after hours in conjunction with weekends and government holidays to minimize user inconvenience. The work shall be strictly coordinated with the contracting officer, and will be performed after installation of heating and chilled water main piping in Phase 8, 9A, and 9B.
SECTION 01 20 00 Page 1
SECTION 01 20 00.00 20
PRICE AND PAYMENT PROCEDURES
07/06
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
U.S. ARMY CORPS OF ENGINEERS (USACE)
EP-1110-1-8 (2003) Construction Equipment Ownership and
Operating Expense Schedule, Vol 1-12
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies
Schedule of prices; G
1.3 SCHEDULE OF PRICES
1.3.1 Data Required
This contract requires the use of a cost-loaded Network Analysis Schedule.
The information required for the Schedule of Prices will be entered as an intregal part of the Network Analysis Schedule (NAS) and its Mathematical Analysis. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a schedule of prices (construction contract) on the forms furnished by the Government. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices therefore.
1.3.3 Schedule Instructions
Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 1.5 m line. Identify costs for the building(s), and include work out to the 1.5 m line. Work out to the 1.5 m line shall include construction encompassed within a theoretical line 1.5 m from the face of exterior walls and shall include attendant construction, such as cooling towers, placed beyond the 1.5 m line.
1.3.4 Schedule Requirements for HVAC TAB
SECTION 01 20 00 Page 2
The field work Section 23 08 00.00 20, "HVAC Testing/Adjusting/Balancing" shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:
a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.
b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.
c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).
d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.
e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report.
The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.
f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government.
On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued.
Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.
1.4 CONTRACT MODIFICATIONS
In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting
SECTION 01 20 00 Page 3 records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.
1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT
1.5.1 Content of Invoice
Requests for payment will be processed in accordance with the Contract Clause "FAR 52.232-27, Prompt Payment Construction Contracts."
a. The Contractor's invoice certified by QC, on the form furnished by the Government for this purpose, showing in summary form, the basis for arriving at the amount of the invoice. Submit original and five copies.
b. The Contract Performance Statement on the form furnished by the Government for this purpose, showing in detail, the estimated cost, percentage of completion, and value of completed performance .
Submit original and two copies.
c. Final invoice shall be accompanied by Final Release Form. If the contractor is incorporated, the release shall contain the corporate seal. An officer of the corporation shall sign the release and the corporate secretary shall certify the release
d. Updated construction and equipment delivery schedules (two copies).
e. Contractor Safety Self Evaluation Checklist (original)
1.5.2 Mailing of Invoices
a. All invoices shall be forwarded with specific marking on the envelope. This marking shall be in the front lower left hand corner, in large letters, "INVOICES - ENCLOSED."
b. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.
c. Final invoices not accompanied by Final Release Form will be considered incomplete and will be returned to the Contractor.
1.6 CONTRACTOR'S INVOICE
1.6.1 Content of Invoice
Requests for payment in accordance with the terms of the contract shall consist of the following:
a. Contractor's Invoice on ARS Form ARS-372, which shall show, in summary form, the basis for arriving at the amount of the invoice.
e. Updated copy of progress schedule. ARS-Form ARS-371.
g. Include Contractor's Final Release Form.
SECTION 01 20 00 Page 4
1.6.2 Quantities of Monthly Invoices and Supporting Forms
Forms will be furnished by the Contracting Officer. Requests for payment shall be processed in accordance with "FAR 52.232-5, Payments Under Fixed- Price Construction Contracts." Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice (e.g., contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month) in the following quantities:
a. Contractor's invoice - Original and one copy
b. Contractor's monthly estimate for voucher - Original and two copies shall be required on jobs where there is a schedule of prices
c. Affidavit - Original
d. Updated submittal register - Two copies
e. Progress schedule - Two copies
g. Contractor Safety Self Evaluation Checklist (original)
1.7 PAYMENTS TO THE CONTRACTOR
Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.
a. Basis for Contracting Officer's consideration to allow progress payment for material delivered on the site (but not installed) and for completed preparatory work, as authorized under FAR 52.232- 5(b), shall be (1) major high cost items and (2) long lead special order items. Materials that will not be paid for prior to installation include, but are not limited to, bulk quantities such as nails, fasteners, conduits, gypsum board, etc. In the request for progress payment, such items shall be specifically identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with paragraph entitled "Schedule of Prices" above. At the time of invoicing, the amount billed shall be supported by documents establishing its value.
1.7.1 Obligation of Government Payments
The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:
a. Reasonable deductions due to defects in material or workmanship;
SECTION 01 20 00 Page 5
b. Claims which the Government may have against the Contractor under or in connection with this contract;
c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and
d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."
1.7.2 Payment for Materials Offsite
Payments may be made to the Contractor for materials stored off construction sites under the following conditions:
a. Conditions described in the paragraph entitled "Payments to the Contractor";
b. Material within a distance of 80 km by streets and roads to the construction site;
c. Materials adequately insured and protected from theft and exposure;
d. Materials not susceptible to deterioration or physical damage in storage or in transit to the job site are acceptable for progress payments. Items such as steel, machinery, pipe and fittings, precast/ prestressed concrete piles, and electrical cable are acceptable; items such as gypsum wallboard, glass, insulation, and wall coverings are not;
e. Materials in transit to the job site or storage site are not acceptable for payment; and
f. Conditions specified in "FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts."
1.8 EQUITABLE ADJUSTMENTS: WAIVER AND RELEASE OF CLAIMS
a. Whenever the Contractor submits a claim for equitable adjustment under any clause of this Contract which provides for equitable adjustment of the Contract, such claim shall include all types of adjustments in the total amounts to which the clause entitles the Contractor, including, but not limited to, adjustments arising out of delays or disruptions or both caused by such change.
b. Except as the parties may otherwise expressly agree, the Contractor shall be deemed to have waived (1) any adjustments to which it otherwise might be entitled under the clause where such claim fails to request such adjustments, and (2) any increase in the amount of equitable adjustments additional to those requested in its claim.
c. The Contractor agrees that, if required by the Contracting Officer, he will execute a release, in form and substance satisfactory to the Contracting Officer, as part of the supplemental agreement setting forth the aforesaid equitable adjustment. The Contractor further agrees that such release shall
SECTION 01 20 00 Page 6 discharge the Government, its officers, agents and employees, from any further claims, including but not limited to, further claims arising out of delays or disruptions or both caused by the aforesaid change.
1.9 CHANGES ESTIMATES
In making all equitable adjustments under the Changes Clause, compensation for additions will be based upon estimated costs at the time the work is performed and credit for deductions will be based upon estimated costs at the time the Contract was made. In arriving at the amount of the change in price, if any, allowance may be made for profit overhead and general expenses, plant rental and other similar items.
SECTION 01 30 00 Page 1
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
10/06
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
15 CFR 772 Definition of Terms
15 CFR 773 Special Licensing Procedures submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies
List of contact personnel; G, Progress and completion pictures; G, Personnel list; G,
1.3 PROGRESS AND COMPLETION PICTURES
Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator.
Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.
1.4 MINIMUM INSURANCE REQUIREMENTS
SECTION 01 30 00 Page 2
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,
e. Others as required by State.
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 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 HVAC TAB and Retro Commissioning Subcontractors
All contract requirements of Section 23 08 00.00 20 HVAC TESTING/ADJUSTING/BALANCING and Section 23 08 00.00 10 RETRO COMMISSIONING OF EXISTING HVAC BUILDING SYSTEMS shall be accomplished directly by a first tier subcontractor. No work required by Section 23 08 00.00 10 or 23 08
00.00 20 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.
1.5.5 Employment Restrictions
The Contractor shall not employ for any work required by this contract, any person who is a nonimmigrant as described in section 101(a)(15)(H)(ii) of the Immigration and Nationality Act (8 U.S.C. 1101(a)(15)(H)(ii), an alien having a residence in a foreign country which he has no intention of abandoning and who is coming to the United States to perform temporary services or labor.
SECTION 01 30 00 Page 3
1.5.5.1 Personnel List
Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:
a. Name
b. Date and place of birth
c. Citizenship
d. Home address
e. Social security number
f. Current pass expiration date
g. Naturalization or Alien Registration number
h. Passport number, place of issue, and expiration date
The request for personnel passes shall be accompanied with the following certification:
"I hereby certify that all personnel on this list are either born U.S.
citizens, naturalized U.S. citizens with the naturalization number shown, or legal aliens with the alien registration number indicated."
Signature/Firm Name
1.5.5.2 Citizenship Requirements
Aliens will not be admitted to the work site without approval. Clearance for aliens may require approximately 20 work days for approval.
1.5.5.3 Documents Acceptable for Proof of Citizenship
a. Birth registration card
b. Certificate of live birth, birth certificate
c. Certificate of Naturalization
d. Certificate of registration
e. DD-214 (Must Cite Birthplace)
f. DD Form 4 (Contract for Enlistment and Must Cite Birthplace)
g. DD 1966 (Application for Enlistment)
h. Military discharge papers (must cite birthplace)
i. Delayed birth certificate
j. Hawaii certificate of foreign birth
SECTION 01 30 00 Page 4
k. Hospital birth certificate
l. Marriage license certificate
m. Merchant marine certificate
n. Military officer ID card
o. Notification of birth registration
p. State of Hawaii ID card
q. USA passport
r. Verbal inquiry with State of Hawaii Vital Statistics Office
1.5.5.4 Passes
Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.
1.5.5.5 Control
Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.
1.6 SUPERVISION
Provide at least one (1) qualified Project Manager and one (1) on-site Project Superintendent. Both shall have fluent English communication skills. The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects like this contract or similar in size, complexity, and budget. The Project Superintendent must have a minimum of 10 years experience as a Superintendent on projects similar in size, complexity, and budget.
In addition to the above experience requirements, the Project Manager and on-site Project Superintendent shall complete the course entitled "Construction Quality Management for Contractors" prior to the start of construction. Provide the Contracting Officer the documents of course completion.
The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project and the Project Superintendent shall mean the individual with the responsibility for quality and production. Both the Project Manager and Project Superintendent are subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project
SECTION 01 30 00 Page 5 to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders shall be made the subject of claim for extension of time for excess costs or damages by the Contractor.
Approval of Project Manager and on-site Project Superintendent is required prior to start of construction. Provide resumes for the proposed Project Manager and on-site Project 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 Manager and on-site Project Superintendent at any time in order to verify the submitted qualifications.
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 A PARTNERING: To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership with the Contractor and its subcontractors. Key personnel, including the client who will occupy the facility, the designer-of-record, principal individuals from ARS and from the activity contracting office, the project sponsor, and representative(s) of the facility owner will be invited to participate in the partnering process. Key members of the prime and subcontractors teams, including senior principal management, must participate. 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. The initial session will be one-day minimum and the follow-on sessions, held at a minimum of once every three months or as agreed to by the partners, will be half-day minimum. The initial partnering session should be held away from the project site at a location acceptable to the Contractor and to the Government; the follow-on sessions can be held at locations agreed to by the partners. The contractor shall pay all costs associated with the partnering effort including a professional partnering facilitator, meeting room and other incidental items. Before the partnering session, the contractor shall coordinate with the facilitator requirements for incidental items (audio-visual equipment, two easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards, etc.) and have these items available at the partnering session. The contractor will copy documents for distribution to all attendees. The facilitator must be acceptable to both the Contractor and the Government. 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
SECTION 01 30 00 Page 6 for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions. Request specific drawing numbers of files required; the entire set of drawing files will not be provided.
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…
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