NNA16543413R-_Draft_N288_SPECS.pdf

NASA Ames Biosciences Building K14020 DRAFT - NOT FOR CONSTRUCTION - January 15, 2016

PROJECT TABLE OF CONTENTS Page 1

DIVISION 01 -

PROJECT TABLE OF CONTENTS

GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 23 60 BID OPTIONS

01 30 00 ADMINISTRATIVE REQUIREMNTS

01 32 16.00 20 CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 39 TEMPORARY TREE AND PLANT PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 86 12.07 40 RELIBILITY CENTERED ACCEPTANCE FOR MECHANICAL SYSTEMS

01 86 26.07 40 RELIBILITY CENTERED ACCEPTANCE FOR ELECTRICAL SYSTEMS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 61 00 GROUT DOWELS IN CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 25 POST-INSTALLED CONCRETE ANCHORS

05 12 00 STRUCTURAL STEEL

05 12 10 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 06 41 16.00

DIVISION 07

07 05 23 07 13 53 07 14 00

FINISH CARPENTRY

LAMINATE CLAD ARCHITECTURAL CASEWORK

THERMAL AND MOISTURE PROTECTION

PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

ELASTOMERIC SHEET WATERPROOFING

FLUID-APPLIED WATERPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 55 00 PROTECTED MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 -OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 41 13 INTERIOR ALUMINUM-FRAMED STOREFRONTS

08 44 00 CURTAIN WALL, ENTRANCES, AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09

09 06 90 09 22 00

- FINISHES

COLOR SCHEDULE

SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.14 CHEMICAL RESISTIVE RESINOUS FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 -SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 39 FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 71 13 EXTERIOR SUN CONTROL DEVICES

DIVISION 11 - EQUIPMENT

11 53 00 LABORATORY EQUIPMENT AND FUMEHOODS

PROJECT TABLE OF CONTENTS Page 3

11 71 00 STERILIZERS, AND ASSOCIATED EQUIPMENT (BID

ALTERNATE)

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 30 00 LABORATORY CASEWORK AND OTHER FURNISHINGS

12 30 10 LABORATORY SERVICE FITTINGS AND FIXTURES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR GRIDS AND FRAMES

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 26 COLD-STORAGE ROOMS (PREFABRICATED PANEL TYPE) (BID ALTERNATE)

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 03 00.00 20 BASIC FIRE SUPRESSION MATERIALS AND METHODS

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 03 00.00 20 BASIC PLUMBING MATERIALS AND METHODS

22 11 25 FACILITY GAS PIPING

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR AND VACUUM SYSTEMS

22 20 00 LABORATORY PLUMBING

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

22 66 53.00 40 LABORATORY CHEMICAL-WASTE AND VENT PIPING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

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 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC FANS

23 36 00.00 40 AIR TERMINAL UNITS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 41 13.00 40 PANEL FILTERS

23 52 00 HEATING BOILERS

23 60 13.00 40 LOW-VOLTAGE MOTORS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 65 00 COOLING TOWERS

23 73 13.00 40 OUTDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 4

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROLS

26 11 16 SECONDARY UNIT SUBSTATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00.00 40 SWITCHBOARDS

26 24 16.00 40 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500

KW, WITH AUXILIARIES

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 60 00 LABORATORY ELECTRICAL REQUIREMENTS

26 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 33 WIRELESS ACCESS POINTS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 00.00 20 ELECTRONIC SECURITY SYSTEMS (ESS), COMMERCIAL

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 76 LIFE SAFETY AND MASS NOTIFICATION ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 23 00.00 40 STRUCTURAL EXCAVATION AND FILL

31 63 16 AUGER CAST GROUTED COLUMNS

DIVISION 32 - EXTERIORIMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE AND/ OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 CONCRETE PAVING

32 15 00 AGGREGATE SURFACE COURSE

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 24.00 10 PAVEMENT MARKINGS

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

PROJECT TABLE OF CONTENTS Page 5

DIVISION 33

33 11 00

-UTILITIES

WATER DISTRIBUTION

33 11 23 NATURAL GAS AND LIQUID PIPING

PETROLEUM 33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, 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.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 NASA Ames Research Center Bioscience Building N288 Project Description

The Biosciences Building is a 40,000 GSF, two-story facility housing research laboratories, offices, conference rooms and a mechanical plant.

The Building is located on the south half of a parcel block in the center of the NASA Ames campus within the core of NASA research buildings.

Multidisciplinary research teams housed in the facility will conduct research in fundamental space biology, astrobiology/exobiology and synthetic biology to enable NASA's plan and the President's vision to send humans on long duration space flight missions beyond the protective environment of earth. In order to safely travel these distances, NASA needs to answer fundamental biological questions about how living systems react to radiation, microgravity and how living systems will adapt and evolve in space.

SECTION 01 11 00 Page 1

This Biosciences Laboratory will offer a working environment that facilitates the evolving needs of research teams with a flexible work space for laboratory, office and conference environments. The laboratories are planned with four tiers of functional space including open wet bench labs, specialty function open alcoves, a large equipment room and a range of specialty support laboratories.

The Building is organized as a long, narrow bar with the office wing placed on the west portion of the site and the laboratories to the east.

The office and laboratories are linked by the entry lobby and the building core. This configuration allows a clear functional zoning of the building and maximum day light exposure. The building is characterized with an iconic shade canopy that spans the entire south façade of the building along the office, conference and laboratory functions. The canopy will serve as the recognizable landmark of the building, actively engaging with the site context and setting a new benchmark for the biological sciences at the NASA Ames Campus.

The building is a cast-in-place concrete structure with a flat slab and shear wall lateral system. The east laboratory mechanical systems are 100% outside air, variable volume system with supply and exhaust fans.

The west laboratory and office area mechanical system utilizes an economizer (recirculation capable) air at offices and once-through air at labs. The building includes both fixed and moveable laboratory casework and chemical fume hoods.

The project also includes site improvements such as underground utilities, site grading and paving, landscaping, hardscape and irrigation system.

1.4 CONTRACT DRAWINGS

The contract drawings accompany this specification and are a part thereof.

A list of the contract drawings is provided in Specification Section

00 01 15 LIST OF DRAWINGS.

One soft copy set of full size contract drawings, maps, and specifications will be furnished to the Contractor in portable document format (pdf). Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.5 OCCUPANCY OF PREMISES

Building(s) adjacent to the project site will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches and roadways.

1.6 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.

SECTION 01 11 00 Page 2

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.

1.7 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The Government will furnish the materials and equipment listed in Contract Clause G.4, List of Government Property Furnished Pursuant to FAR 52.245-1 for installation by the Contractor

1.7.1 Delivery Schedule

Notify the Contracting Officer in writing at least 7 calendar days in advance of the date on which the materials and equipment are required.

Pick up materials and equipment no later than 30 calendar days after such date.

1.7.2 Delivery Location

The materials and equipment are located within 1 mile of the jobsite .

1.8 GOVERNMENT-INSTALLED WORK

The Government will contract separately for work such as communications outside wiring, data communications room build-out, audio/visual equipment installation, and furniture installation. Government installed work will be done with minimal impact to the Contractor..

1.9 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 within 1 mile of the construction site.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUMMARY

This section covers the requirements for work and site restrictions.

1.2 WORKING DAYS DEFINITION

In all sections of these specifications the term "working days" shall refer to the Government's working days: 5 days per week excluding Government holidays.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Permission to interrupt any Base roads, and/or utility service shall be requested in writing a minimum of 10 working days prior to the desired date of interruption.

Ensure that Contractor personnel employed on the Base become familiar with and obey Base regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.3.2 Entry to Radiologically Controlled Areas

Contractor personnel shall not, under any circumstances, enter a radiologically controlled area or cross any posted radiological boundary.

This paragraph applies to all phases of contract work. Radiation areas are posted with signs consistent with OSHA requirements. Ensure that employees are familiar with the radiation signs and symbols.

Should contract workers encounter radiological postings and/or boundaries which appear to limit their ability to access or carry out their intended work, they shall notify their contract administrator for resolution of the problem.

1.3.2.1 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 COR and approved by the Radiation Officer, prior to bringing the equipment on-site. This plan shall include:

a. The name and type of equipment.

b. The type and size of radiation source.

SECTION 01 14 00 Page 2

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 be submitted to the COR to forward to the Government's Radiation Safety 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).

1.3.3 Working Hours

Regular working hours shall consist of a period established by the COR, between 7 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays.

1.3.4 Work Outside Regular Hours

Work outside regular working hours requires COR approval. Make application 5 working days prior to such work giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the COR 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 COR.

1.3.5 Occupied and Existing Buildings

Provide temporary closures as required to maintain security as directed by the COR.

Provide dust covers or protective enclosures to protect existing work that remains and Government material during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect it against damage.

1.3.6 Utility Cutovers and Interruptions

a. The Contractor shall verify the elevations of existing piping and utilities.

b. Work shall be scheduled to hold outages to a minimum.

c. COR may permit utility outages at his discretion.

d. Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular

SECTION 01 14 00 Page 3 work hours.

e. Requests for utility outages and connections shall be made in writing to the COR 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.

f. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless otherwise approved by the COR. Conform to procedures required in the paragraph "Work Outside Regular Hours."

g. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

h. Interruption to water, sanitary sewer, storm sewer, telephone or data service, electric service, air conditioning, heating, fire alarm, natural gas, and compressed air, shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

i. Building-wide shutdowns shall require 15 working days advanced written notice to the COR. Government will make required Center notifications.

j. Utility shutdown: Do not operate any utilities without prior permission from the COR. This includes, but is not limited to, opening or closing valves or switches. Government will shutdown system.

1.3.7 Excavation, Hot Work (Welding, and Burning) Permits

ACTIVITY SUBMISSION DATE

Excavation Permits 15 calendar days prior to work Hot Work Permits 15 calendar days prior to work

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

Any off-site burning of trash or rubbish shall be done in strict compliance with requirements established by the authority having jurisdiction.

1.3.8 Location of Underground Facilities

Obtain excavation permit prior to start of excavation by contacting the COR 10 working days in advance. The Contractor shall hire a professional utility locating company to locate and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be 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.

1.3.9 Notification Prior to Excavation

Notify the COR at least 5 calendar days prior to starting excavation work.

Contractor is responsible for marking all utilities.

SECTION 01 14 00 Page 4

1.3.10 Site Work

Limit surface loading to 5,000 pounds per square foot in paved areas, and 2,000 pounds per square foot in unpaved areas unless an analysis by a licensed, professional engineer demonstrates higher values can be used.

1.4 SECURITY REQUIREMENTS

1.4.1 Employment Restrictions

All personnel who perform any work on this contract must be either a U.S.

citizen or a permanent resident alien with a current federal government approved photo ID.

1.4.2 Contractor Regulations

a. For contracts with a duration of longer than 90 days, the Contractor's Project Manager and Superintendent shall apply for a PIV Badge (a.k.a., a "hard badge") within 10 working days of the Contract Award date.

b. The Contractor shall submit a Temporary Badge Request to the COR for each worker scheduled to come on-site at least two working days prior to the work scheduled. Temporary badges are valid for 90 days maximum, after which a new temporary badge must be requested.

Temporary badges are for regular working hours only; work outside regular working hours requires a separate temporary badge request.

c. Employees shall wear and display the badge in the chest area at all times while entering, remaining in, and exiting Ames and each badge shall be used only by the specific individual named on the badge.

d. Delivery truck drivers do not require badges if they have a valid U.S.

State issued driver's license and a printed bill of lading with the delivery location building number and the name of the Contractor and recipient.

e. Maintain strict accountability over identification badges and passes issued by the Pass and ID office. Immediately report to the Pass and ID Office, any badges/passes missing or lost and the circumstances.

Return badges/passes to the COR immediately upon termination of any employee, expiration, completion of contract, or when no longer required. The COR will ensure that all badges/passes are returned and forwarded to the Pass and ID Office.

f. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

g. Be responsible for control and security of Contractor-owned equipment and materials at the work site. Report immediately, missing/lost/stolen property to the Ames Police Department (phone 650/604-5416) immediately.

h. Ensure that no material is stacked within 10 feet of the Base perimeter fence. Remove from the work site, or secure ladders or other such equipment which could be used to climb the perimeter fence. Ensure that no vehicles are parked within 10 feet of the

SECTION 01 14 00 Page 5 perimeter.

i. Provide written notification to the COR 10 working days prior to actual start of work to allow for notification of the appropriate departments, offices, and shops of the impact resulting from the contract work. Such notifications will include specific details such as work schedules (including actual start date for entry) and impact.

j. When working in buildings occupied by the Government, ensure that no opening in the roof/walls/windows/fence of the building exist at the end of the work day and do not exist where penetration is possible during non-working hours. If the building cannot be secured at the end of the work day, coordinate action with the COR to arrange for a security watch.

k. The Contractor must have a representative on-site during all work performed under the contract to maintain security, safety, and quality control requirements. This person shall be able to communicate fluently in English.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 6

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 SUMMARY

This section covers the requirements for payment instruction paragraphs required for use in all projects.

1.2 SUBMITTALS

Government approval is required for submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Values

1.3 SCHEDULE OF VALUES

1.3.1 Data Required

Within 10 working days of notice to proceed, prepare and deliver to the COR a Schedule of Values as directed by the COR. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Values has been submitted to and accepted by the COR. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line.

1.3.3 Design Build Services

Design build services shall be no more than 10% of the total contract value on the schedule of values. Any increase beyond 10% shall require justification and is at the discretion of the COR.

1.3.4 Mobilization and Demobilization Costs

The schedule of values shall include reasonable mobilization and demobilization costs. The value of demobilization shall be at least 50% of the mobilization cost.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign

SECTION 01 20 00.00 20 Page 2 and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via NSSC, the original Contractor's Final Release Form must be provided directly to the respective COR prior to submission of the final invoice. Once receipt of the original Final Release Form has been confirmed by the COR, the Contractor shall then submit final invoice and attach a copy of the Final Release Form.

c. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.5 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.

1.5.1 Payment for Work

The Government shall only accept invoices for work in place unless specially authorized by the Government elsewhere.

1.5.2 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 COR, 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;

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."

1.5.3 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Provide inspection or testing reports and/or documentation showing contract compliance.

Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

SECTION 01 20 00.00 20 Page 3

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the COR's approval in accordance with Schedule of Values requirement of this contract. Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 20 Page 4

DRAFT – NOT FOR CONSTRUCTION – January 15, 2016

SECTION 01 23 60

BID OPTIONS

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

Section includes administrative and procedural requirements for bid options.

1.3 DEFINITIONS

Bid Option: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the base bid amount if Contracting Officer decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Bid Options described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each bid option is the net addition to or deduction from the Contract Sum to incorporate bid option into the Work.

No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the bid option into Project.

Include as part of each bid option miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of bid option.

B. Notification: Immediately following award of the Contract, Contracting Officer will notify each party involved, in writing, of the status of each bid option, indicating if bid options have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to bid options. All bid options are to remain open for consideration or acceptance by the Contracting Officer for the period shown in the Bid Form under the column header "Days Open," which denotes the number of calendar days from the date of issuance of the NTP.

C. Execute accepted bid options under the same conditions as other work of the Contract.

D. Schedule: A schedule of bid options is included in Part 3 of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each bid option

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 SCHEDULE OF BID OPTIONS

Bid Option

Bid Option Title

Bid Option Description

1 Structured Cabling

Provide and install the data communications horizontal cabling between the BDF/IDF Room (Room

236) and the communication outlets throughout the building. This option also includes the wireless access points and the testing of the data communications cabling installation.

Base bid shall include all manholes, ductbanks, conduits and pull strings, cable trays, cable supports, racks, bonding and grounding, patch panels, boxes, faceplates and jacks, as shown on the contract drawings, to permit the future installation of the data communications horizontal cabling.

2a Laboratory Equipment

Provide and install a Cold Room as described in specification section 13 21 26, COLD- STORAGE ROOMS (PREFABRICATED PANEL TYPE), and located on the first floor; identified as Room 183. Option item also includes all shelving and equipment located inside the cold room.

Base bid shall include all mechanical, plumbing, electrical, telecommunications and fire protection work, as shown on the contract drawings, to support the future installation of a cold room.

2b Laboratory Equipment

Provide and install a Glassware Washer as described in specification section 11 71 00, STERILIZERS, AND ASSOCIATED EQUIPMENT, and located on the first floor inside Room 172.

Base bid shall include all mechanical, plumbing, electrical and fire protection work, as shown on the contract drawings, to support the future installation of a glassware washer.

2c Laboratory Equipment

Provide and install Autoclaves as described in specification section 11 71 00, STERILIZERS, AND ASSOCIATED EQUIPMENT, and located on the first floor inside Room 172. Option item includes both the 20x20x38 autoclave and the 24x36x48 autoclave.

Base bid shall include all mechanical, plumbing, electrical and fire protection work, as shown on the contract drawings, to support the future installation of autoclaves.

3a Laboratory Furniture

Provide and install all movable tables shown in detail 2 on contract drawing AL004; this includes the movable tables shown in detail 2A on contract drawing AL302, the movable tables with casters shown in detail 2B on contract drawing AL302, and the movable tables with adjustable height legs shown in detail 7 on contract drawing AL303.

3b Laboratory Furniture

Provide and install the base cabinets D18G that are shown in detail 3 on contract drawing AL004 and identified on the plan sheets AL112, AL113, AL122, and AL123.

3c Laboratory Furniture

Provide and install the base cabinets LC18G* that are shown in detail 3 on contract drawing AL004 and identified on the plan sheets AL112, AL113, AL122, and AL123.

3d Laboratory Furniture

Provide and install the base cabinets B18RG and B18LG that are shown in detail 3 on contract drawing AL004 and identified on the plan sheets AL112, AL113, AL122, and AL123.

3e Laboratory Furniture

Provide and install the Open Industrial Shelving Units shown in detail 8 on sheet AL303. These shelving units are located in rooms 175, 185, and 273.

4a Pavers and Planters

Install a 4-inch thick reinforced concrete slab under the precast pavers as specified in detail 4/L401, and install the L4”x4” galvanized steel edge angle as specified in detail 3/L402. These items are also shown in the following details:

Detail 5 on sheet L401

Details 1, 2, 3 and 4 on sheet L402

Details 1, 2, 3, 4 and 6 on sheet L403

Details 1, 2 and 3 on sheet L404

Details 1 and 3 on sheet L502

Detail 2 on sheet L503

The base bid shall not include the 4-inch thick reinforced concrete sub-slab. The precast paver edge support for the base bid shall be provided by 1/4” x 5” galvanized steel edging in 16 foot lengths (Heavy Duty DuraEdge as manufactured by the J.D.

Russel Company, or approved equal), instead of the L4”x4” galvanized steel angle. The precast paver subgrade elevation shall be raised 4 inches and all other requirements of the paver installation shall be unchanged. The galvanized steel edging shall be installed in accordance with the manufacturer’s written requirements.

4b Pavers and Planters

Install the reinforced concrete planters located in the precast paver areas as specified in details 1/L402, 2/L402, and 2/L503 and as shown in the following plans, sections and details:

Plans: L101, L102, L103, 1 and 2 on sheet L301 and L600

Sections 2 and 3 on sheet L201

Detail 5 on sheet L501

This option item also includes all landscape planting and materials, irrigation, drain lines and other work required to install the concrete planters as shown in the above referenced details.

The base bid for these areas is to install precast pavers in the areas where the planters are shown.

The precast paver installation in these areas shall match the detail for the adjacent pavers.

5a Roof Screen and Canopy Panels

Provide and install the roof screen panels identified as option items in Details A6 and D6 on sheet A201.

5b Roof Screen and Canopy Panels

Provide and install the shade canopy panels identified as option items in Details B6 and D6 on sheet A441.

The base bid includes all structural steel framing for the shade canopy structure shown on sheets S113, S501, and S511, and all shade canopy panels not identified as option item 5.

6 Metal Plank Ceiling

Install metal plank acoustic ceiling (ACT-3 and ACT-

4) in the following areas as shown on drawings A141, A142, A151, and A152:

Conference Room 103 and Conference Room Lobby Room

Pantry Rooms 143 and 243

Lobby Rooms 145 and 245

The base bid ceilings for the areas listed above shall be ACT-2 suspended tegular acoustic ceiling in a pattern similar to the ceiling in Room 118.

7 Interior Glass Partitions and Clerestory Windows

Provide and install the interior storefront system as described in specification section 08 41 13 - INTERIOR ALUMINUM-FRAMED STOREFRONTS and as shown in the following elevations:

A5 on sheet A601

C4 and D6 on sheet A603

B4, D5, and D6 on sheet A605

A2, B2, B6, C2, and D2 on sheet A606

The base bid for each of the wall elevations listed above shall be Type S4.FD painted gypsum board partitions with painted hollow metal door frames installed in accordance with the typical details shown on the drawings. Note the base bid includes interior storefront in three locations as shown in the following wall elevations:

A2 and D4 on sheet A603

B3 on sheet A606

B2 and B4 on sheet A607

8 Motorized Window Shades

Provide and install the Roller Window Shades as described in specification section 12 24 13, ROLLER

WINDOW SHADES.

The base bid includes all electrical conduit, wiring, electrical boxes and switch boxes to support the future installation of a motorized shade system.

-- End of Section –

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 SUMMARY

This section covers the requirements for general administrative paragraphs.

1.2 SUBMITTALS

Government approval is required for submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Resumes

1.3 SUPERVISION

Provide at least one (1) qualified Project Manager and one (1) on-site Project Superintendent. Both shall be capable of reading, writing and conversing fluently in English. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site whenever work is being performed under the contract.

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 COR for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the COR 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 to the COR for the proposed Project Manager and on-site Project Superintendent describing their experience with references and qualifications.

1.4 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the COR to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule, shop drawings, and other submittals, scheduling programming, prosecution of the work. Major subcontractors who will engage in the work shall also attend.

SECTION 01 30 00 Page 2

1.5 AVAILABILITY OF CADD DRAWING FILES AND BIM MODELS

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files and the Building Information Model (BIM) will only be made available to the Contractor for use in preparation of construction 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 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 subconsultants 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 files are not contract documents. Differences may exist between the electronic files and the corresponding contract documents.

The Government makes no representation regarding the accuracy or completeness of the electronic files, nor does it make representation to the compatibility of these files with the Contractor's hardware or software. In the event that a conflict arises between the signed and sealed contract documents prepared by the Government and the furnished electronic files, the signed and sealed contract documents shall govern.

The Contractor is responsible for determining if any conflict exists. Use of these electronic 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.

With the excepiton of As-Built drawings, if the Contractor uses, duplicates and/or modifies these electronic files, the original drawing number and all previous indicia or ownership (seals, logos, signatures, initial and dates) shall be removed.

1.6 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Government, the Government Design and Construction team and the Contractor and Subcontractors, will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

SECTION 01 30 00 Page 3

[ 1.6.1 Formal Partnering

Provide the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. The Government will provide a meeting room at NASA Ames, the Contractor shall provide all other items associated with the Partnering effort including the Facilitator, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to 6 month intervals. Participants are encouraged to utilize electronic means to expedite meetings. The Government will provide the meeting room for follow-on sessions.

Attendees need only be those required to resolve current issues.

Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

] [ 1.6.2 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a conference room at NASA Ames. The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals. ]

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats.

Within 10 days after contract award, the Contractor shall provide the COR a single (only one) e-mail address for electronic communications from the COR related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The COR 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 addresse's will not be allowed.

SECTION 01 30 00 Page 4

It is the Contractor's responsibility to make timely distribution of all Government initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the COR, in writing, of any changes to this e-mail address.

1.8 COMPUTER AND INTERNET CONNECTION

The Contractor shall maintain a computer and internet connection capable of accessing and using NASA's online construction management system.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 5

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS SCHEDULES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Network Analysis Schedule (NAS) in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Microsoft Project 2010 or later. Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection of the submitted schedule. Build the schedule as follows:

a. The Project Schedule must show submittals, Government review periods, SECTION 01 32 16.00 20 Page 2 material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

b. With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended; each activity must have predecessor and successor ties. No activity can have open start or open finish (dangling) logic. Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer.