Specifications_FAC-M5066,_80MSFC18B0003.pdf

National Aeronautics and Space Administration

George C. Marshall Space Flight Center Marshall Space Flight Center, Alabama 35812

HEAT RECOVERY SYSTEM – BUILDING 4607/4600 COMPLEX

FWR 4351454

SPECIFICATION FAC-M5066

FOR FINAL DESIGN SUBMITTAL

September 6, 2017

GEORGE C. MARSHALL SPACE FLIGHT CENTER

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

MARSHALL SPACE FLIGHT CENTER, AL

M5066 REVISION LOG

Status/Action

(Baseline or

Revision

Revision #

Effective

Date

Description of Change

Baseline 0 Sept 2017

Revision 1 Nov 2017 01 00 10 Scope and Description – New Additive Alternate 1

HEAT RECOVERY SYSTEM – BUILDING 4607/4600 COMPLEX FAC-M5066

TABLE OF CONTENTS 00001-1

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

00 00 01 - TABLE OF CONTENTS

01 00 10 - SCOPE AND DESCRIPTION

01 05 90 - SPECIAL CONDITIONS

01 06 10 - GENERAL SAFETY AND ENVIRONMENTAL HEALTH REQUIREMENTS

01 06 50 - ENVIRONMENTAL COMPLIANCE

01 24 04 - PRECONSTRUCTION SUBMITTALS

01 32 00 - PROJECT SCHEDULES

01 33 00 - SUBMITTAL PROCEDURES

01 33 01 - SUBMITTAL LOG

01 40 00 - CONTRACTOR QUALITY ASSURANCE/QUALITY CONTROL

01 60 00 - PRODUCT REQUIREMENTS

01 70 00 - PROJECT MEETINGS

01 73 10 - CUTTING AND PATCHING

01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 - CLOSEOUT PROCEDURES

01 78 20 - OPERATION AND MAINTENANCE DATA

01 82 00 - DEMONSTRATION AND TRAINING

01 91 13 - GENERAL COMMISSIONING REQUIREMENTS

DIVISION 3 - CONCRETE

03 30 00 - CAST-IN-PLACE CONCRETE

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 90 00 - JOINT PROTECTION

DIVISION 8 - OPENINGS

08 11 13 - HOLLOW METAL DOORS AND FRAMES

08 33 00 - OVERHEAD COILING DOORS

08 71 00 - DOOR HARDWARE

DIVISION 9 - FINISHES

09 90 00 - PAINTING AND COATING

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 - FABRICATED ENGINEERED METAL BUILDING STRUCTURE

DIVISION 22 - PLUMBING

22 05 00 - COMMON WORK RESULTS FOR PLUMBING

22 05 19 - METERS AND GAUGES FOR PLUMBING

22 05 23 - GENERAL-DUTY VALVES FOR PLUMBING

22 05 53 - IDENTIFICATION FOR PIPING

22 07 19 - PIPING INSULATION

22 11 16 - DOMESTIC WATER PIPING

22 13 16 - SANITARY WASTE AND VENT PIPING

TABLE OF CONTENTS 00001-2

DIVISION 23 - HVAC

23 05 00 - COMMON WORK RESULTS FOR MECHANICAL

23 05 10 - LASER ALIGNMENT FOR MECHANICAL PUMPS AND ROTATING

EQUIPMENT

23 05 17 - SLEEVES AND SLEEVE SEALS

23 05 19 - METERS AND GAUGES FOR HVAC PIPING

23 05 23 - GENERAL-DUTY VALVES FOR MECHANICAL PIPING

23 05 29 - HANGERS AND SUPPORTS FOR MECHANICAL PIPING AND EQUIPMENT

23 05 33 - ELECTRICAL HEAT TRACING FOR MECHANICAL PIPING

23 05 48 - VIBRATION CONTROLS

23 05 53 - IDENTIFICATION FOR MECHANICAL PIPING AND EQUIPMENT

23 05 93 - TESTING, ADJUSTING AND BALANCING FOR HVAC (AIR AND HYDRONIC)

23 07 19 - MECHANICAL INSULATION

23 08 10 - MECHANICAL SYSTEMS COMMISSIONING

23 09 00 - INSTRUMENTATION AND CONTROLS FOR HVAC

23 09 23 - DIRECT DIGITAL CONTROL/UTILITY CONTROL SYSTEM

23 21 13 - ABOVE GROUND HYDRONIC PIPING

23 21 23 - BASE-MOUNTED CENTRIFUGAL MECHANICAL PUMPS

23 21 23.01 - VERTICAL TURBINE HYDRONIC PUMPS

23 34 00 - HVAC FANS

23 37 00 - AIR OUTLETS AND INLETS

23 57 00 - HEAT EXCHANGERS

23 65 00 - COOLING TOWER

23 82 39 - UNIT HEATERS

DIVISION 26 – ELECTRICAL

26 05 00 - COMMON WORK RESULTS FOR ELECTRICAL

26 05 01 – ELECTRICAL TESTING

26 05 13 - MEDIUM VOLTAGE CABLE

26 05 19 - LOW VOLTAGE CONDUCTORS AND CABLES

26 05 26 - GROUNDING AND BONDING

26 05 29 - HANGERS AND SUPPORTS

26 05 33 - RACEWAYS AND BOXES

26 05 38 - PULL AND JUNCTION BOXES

26 05 43 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 44 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

26 05 46 - ELECTRICAL DISTRIBUTION SYSTEM, AERIAL

26 05 53 - ELECTRICAL IDENTIFICATION

26 05 74 - ARC FLASH HAZARD ANALYSIS STUDY

26 08 10 - COMMISSIONING OF ELECTRICAL SYSTEMS

26 12 00 - MEDIUM VOLTAGE TRANSFORMERS

26 22 13 - LOW VOLTAGE TRANSFORMERS

26 24 16 - PANELBOARDS

26 27 13 - ELECTRICITY METERING

26 27 26 - WIRING DEVICES

26 28 16 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 13 - ENCLOSED CONTROLLERS

TABLE OF CONTENTS 00001-3

26 29 23 - VARIABLE FREQUENCY DRIVES

26 41 00 - FACILITY LIGHTNING PROTECTION

26 43 13 - SURGE PROTECTIVE DEVICES

26 51 00 - INTERIOR LIGHTING

26 56 00 - EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 11 00 - CLEARING AND GRUBBING

31 20 00 - EARTH MOVING

31 23 23 - FLOWABLE BACKFILL

31 62 16 - STEEL PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 - AGGREGATE SUBBASE COURSES

32 12 00 - FLEXIBLE PAVING

32 92 00 - TURF AND GRASSES

32 93 00 - PLANTS

DIVISION 33 - UTILITIES

33 16 15 - THERMAL ENERGY STORAGE TANK SPECIFICATION

33 61 13 - UNDERGROUND HYDRONIC ENERGY DISTRIBUTION PIPING

END OF TABLE OF CONTENTS

SCOPE AND DESCRIPTION 01 00 10 - 1

Revision Date: Nov 2017

SECTION 01 00 10 — SCOPE AND DESCRIPTION

PART 1 - GENERAL

1.1 SCOPE

A. The work to be performed under this project consists of providing the labor, equipment, and materials to perform the construction of a Heat Recovery System at Building 4607 Compressed

Air Station at the Marshall Space Flight Center in Huntsville, Alabama.

1. The Heat Recovery System shall recover energy normally rejected at the Low Pressure

Air Compressor Cooling Tower and use it for Heating Hot Water at Building 4600, 4601, and 4602. This shall be accomplished through a distribution piping system, valves, pumps, heat exchangers, and a thermal energy storage tank.

1.2 DESCRIPTION

A. The work for Base Bid consists of the construction of a pump house for distribution loop pumps. Installation of distribution piping and connection to buildings 4600, 4601, and 4602.

B. The work for Additive Alternate 1 consists of the construction of a thermal energy storage tank.

Installation of heat exchanger and heat recovery pumps in new pump house. The removal and replacement of cooling tower with one capable of higher operating temperature including new cooling tower water pumps. Installation of piping to connect pump house, thermal energy storage tank and cooling tower.

1.3 APPLICABLE DOCUMENTS

A. The publications of the issues of referenced documents in effect on the date of issuance of invitation for bids form a part of this specification and, where referred to herein by basic designation only, are applicable to the extent indicated by the references thereto. In the event of difference between this specification or its accompanying drawings and the referenced document, this specification and its accompanying drawings shall govern to the extent of such difference.

1.4 CONTRACT DRAWINGS

A. The following drawings accompany this specification and are a part thereof. The Contractor shall check all drawings and specifications for construction interferences, detail misdescriptions, dimensional errors, and other conflicts and shall promptly notify the Contracting Officer of any discrepancies utilizing a “Request for Information.” The Contracting Officer shall make a written interpretation.

SCOPE AND DESCRIPTION 01 00 10 - 2

Revision Date: Nov 2017

Phase Drawing Number Title

FAC-NR-CF

BASE FAC-NR-CF- X1 INDEX OF DRAWINGS AND VICINITY MAP

BASE/ADD ALT1 FAC-NR-CF- C1 LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES

BASE/ADD ALT1 FAC-NR-CF- C2 SITE LAYOUT PLAN

BASE/ADD ALT1 FAC-NR-CF- C3 DETAILS

FAC-U-4600

BASE FAC-U-4600- C1 LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES

BASE FAC-U-4600- C2 SITE PLAN

BASE FAC-U-4600- C3 DETAILS

BASE FAC-U-4600- M1 LEGEND, SCHEDULE, AND GENERAL NOTES

BASE FAC-U-4600- M2 PLANS, DETAIL AND NOTES

BASE FAC-U-4600- M3 FLOW DIAGRAM

BASE FAC-U-4600- M4 CONTROLS

BASE FAC-U-4600- U1 ABBREVIATIONS, LEGEND AND NOTES

BASE FAC-U-4600- U2 FIRST FLOOR PLAN

BASE FAC-U-4600- U3 WIRING AND COMMUNICATIONS TRUNK DETAILS

BASE FAC-U-4600- U4 UCS SK'S

FAC-Q-4601

BASE FAC-Q-4601- C1 LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES

BASE FAC-Q-4601- C2 SITE PLAN

BASE FAC-Q-4601- C3 DETAILS

BASE FAC-Q-4601- M1 LEGEND, SCHEDULE, AND GENERAL NOTES

BASE FAC-Q-4601- M2 PLANS, DETAIL AND NOTES

BASE FAC-Q-4601- M3 FLOW DIAGRAM

BASE FAC-Q-4601- M4 CONTROLS

BASE FAC-Q-4601- U1 ABBREVIATIONS, LEGEND AND NOTES

BASE FAC-Q-4601- U2 FIRST FLOOR PLAN

BASE FAC-Q-4601- U3 WIRING AND COMMUNICATIONS TRUNK DETAILS

BASE FAC-Q-4601- U4 UCS SK'S

FAC-I-4602

BASE FAC-I-4602- C1 LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES

BASE FAC-I-4602- C2 SITE PLAN

BASE FAC-I-4602- C3 DETAILS

BASE FAC-I-4602- A1 WALL PENETRATION DETAILS AND NOTES

BASE FAC-I-4602- M1 LEGEND, SCHEDULE, AND GENERAL NOTES

BASE FAC-I-4602- M2 PLANS, DETAILS, SECTIONS AND NOTES

BASE FAC-I-4602- M3 FLOW DIAGRAM

BASE FAC-I-4602- M4 CONTROLS

BASE FAC-I-4602- E1 INSTALLATION, PLAN, SCHEDULES, LEGEND AND NOTES

BASE FAC-I-4602- U1 ABBREVIATIONS, LEGEND AND NOTES

BASE FAC-I-4602- U2 FIRST FLOOR PLAN

BASE FAC-I-4602- U3 WIRING DETAILS

BASE FAC-I-4602- U4 UCS SK'S

SCOPE AND DESCRIPTION 01 00 10 - 3

Revision Date: Nov 2017

FAC-J-4607

BASE/ADD ALT1 FAC-J-4607- C1 LEGENDS OF LINES, SYMBOLS, AND ABBREVIATIONS AND NOTES

BASE FAC-J-4607- C2 EXISTING CONDITIONS AND DEMOLITION

BASE/ADD ALT1 FAC-J-4607- C3 SITE UTILITY PLAN

BASE/ADD ALT1 FAC-J-4607- C4 SITE GRADING PLAN

BASE/ADD ALT1 FAC-J-4607- C5 ENLARGED SITE LAYOUT PLAN AND NOTES

BASE/ADD ALT1 FAC-J-4607- C6 SITE DETAILS

BASE/ADD ALT1 FAC-J-4607- C7 DETAILS

BASE FAC-J-4607- A1 NEW PUMPHOUSE - FLOOR PLAN, ROOF PLAN AND NOTES

BASE FAC-J-4607- A2 NEW PUMPHOUSE - ELEVATIONS AND NOTES

BASE FAC-J-4607- A3 NEW PUMPHOUSE - EXTERIOR WALL SECTIONS & NOTES

BASE FAC-J-4607- S1 PLAN AND NOTES

BASE FAC-J-4607- S2 SECTIONS AND DETAILS

BASE/ADD ALT1 FAC-J-4607- M1 LEGEND, SCHEDULE AND GENERAL NOTES

BASE/ADD ALT1 FAC-J-4607- M2 SITE PLAN AND NOTES

ADD ALT 1 FAC-J-4607- M3 DEMOLITION PLANS AND NOTES

BASE/ADD ALT1 FAC-J-4607- M4 INSTALLATION PLANS AND NOTES

BASE/ADD ALT1 FAC-J-4607- M5 PLANS, DETAILS AND NOTES, NEW BUILDING 4607A

BASE ADD ALT 1 FAC-J-4607- M6 NEW STORAGE TANK PLAN, NOZZLE SCHEDULE AND DIAGRAM, 4607B

BASE/ADD ALT1 FAC-J-4607- M7 DETAILS

BASE/ADD ALT1 FAC-J-4607- M8 FLOW DIAGRAM

BASE/ADD ALT1 FAC-J-4607- M9 CONTROLS SCHEMATIC AND SEQUENCE OF OPERATION

ADD ALT 1 FAC-J-4607-M10 INSTALLATION PLAN, SCHEDULE, DETAIL AND NOTES

BASE FAC-J-4607- P1 INSTALLATION PLAN, LEGEND AND NOTES

BASE/ADD ALT1 FAC-J-4607- E1 LEGEND AND GENERAL NOTES

BASE/ADD ALT1 FAC-J-4607- E2 GROUNDING SITE PLAN

BASE/ADD ALT1 FAC-J-4607- E3 POWER/LIGHTING PLANS AND NOTES

ADD ALT1 FAC-J-4607- E4 COOLING TOWER POWER PLANS AND NOTES

ADD ALT1 FAC-J-4607- E5 COOLING TOWER POWER PLANS AND NOTES

BASE/ADD ALT1 FAC-J-4607- E6 ONE LINE DIAGRAM, 4607-MCC001 ELEVATION

BASE/ADD ALT1 FAC-J-4607- E7 PANEL, XFMR, VFD AND LIGHT FIXTURE SCHEDULES

BASE/ADD ALT1 FAC-J-4607- E8 DETAILS

BASE/ADD ALT1 FAC-J-4607- E9 DETAILS

BASE/ADD ALT1 FAC-J-4607- U1 ABBREVIATIONS, LEGEND AND NOTES

BASE/ADD ALT1 FAC-J-4607- U2 SITE PLAN

ADD ALT 1 FAC-J-4607- U3 BUILDING 4607 DEMOLITION FLOOR PLAN

BASE FAC-J-4607- U4 BUILDING 4607 INSTALLATION FLOOR PLAN

ADD ALT1 FAC-J-4607- U5 BUILDING 4607 FLOOR PLAN

ADD ALT 1 FAC-J-4607- U6 COOLING TOWER PLAN

BASE/ADD ALT1 FAC-J-4607- U7 BUILDING 4607A FLOOR PLAN

ADD ALT 1 FAC-J-4607- U8 BUILDING 4607B FLOOR PLAN

ADD ALT 1 FAC-J-4607- U9 COMMUNICATIONS TRUNK DEMOLITION DETAILS

BASE/ADD ALT1 FAC-J-4607- U10 NETWORK SINGLE LINE INSTALLATION

BASE FAC-J-4607- U11 NETWORK INSTALLATION DETAILS

BASE/ADD ALT1 FAC-J-4607- U12 COMMUNICATIONS TRUNK INSTALLATION DETAILS

SCOPE AND DESCRIPTION 01 00 10 - 4

Revision Date: Nov 2017

ADD ALT 1 FAC-J-4607- U13 INSTALLATION WIRING DETAILS

BASE/ADD ALT1 FAC-J-4607- U14 INSTALLATION WIRING DETAILS

ADD ALT 1 FAC-J-4607- U15 INSTALLATION WIRING DETAILS

BASE/ADD ALT1 FAC-J-4607- U16 UCS SK'S

BASE/ADD ALT1 FAC-J-4607- U17 UCS SK'S

BASE/ADD ALT1 FAC-J-4607- U18 UCS SK'S

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

SPECIAL CONDITIONS 01 05 90 - 1

Revision Date: December 2014

SECTION 01 05 90 — SPECIAL CONDITIONS

PART 1 - GENERAL

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 013300, "Submittal Procedures," in sufficient detail to show full compliance with the specification.

A. Photographs of temporary structures to be brought on Center by the Contractor.

B. Notices for work above Federal Aviation Administration height limits.

1.2 CONTRACTOR’S WORKING DRAWINGS

A. It shall be the Contractor's responsibility to develop all necessary working drawings for installation of piping, ductwork, conduit, fixtures, and equipment. Design drawings are not intended to eliminate all dimensional conflicts in routing or location of piping, ductwork, conduit, fixtures, equipment, etc. but shall show only the general arrangement. Use of design drawings for working drawings will be at the Contractor's risk, and changes required in installed work due to failure of Contractor to develop working drawings shall be accomplished at no additional cost to the Government. Prefabricated items shall have working dimensions to accommodate the actual field dimension of earlier-installed items. The Contractor shall carefully investigate all structural, mechanical, electrical, architectural, and finish conditions affecting all his work and shall coordinate and resolve all dimensional conflicts.

1.3 COOPERATION WITH OTHERS

A. During the life of this contract it is anticipated that other contractors will be performing operations in the general area where work under this contract is being performed. The Contractor shall cooperate in all respects wherever necessary for the better prosecution of the work.

1.4 EXPLOSIVE AND DISPOSAL AREA PRECAUTION

A. The possibility exists that materials of unexploded ordnance (UXO) could be encountered on NASA/MSFC property. In most areas, the potential for these occurrences is small. However, if materials resembling and suspected to be UXO are discovered in a work area immediately stop all work, cordon off or barricade suspect area, withdraw from the area, contact the Fire Department at 911 and the Facilities Maintenance Organization (FMO) Contracting Officer Representative (COR) and inform them of the findings. Then, post temporary barriers to prevent personnel entry into the area and remain near the site at a safe distance from the suspected UXO until the COR takes charge of this activity. The COR will then arrange for investigation and safe disposal of suspect material. Upon clearance from the COR, work may then be resumed in the area.

SPECIAL CONDITIONS 01 05 90 - 2

Revision Date: December 2014

B. Some areas are known to have formerly been utilized for ordnance related manufacturing, delivery, storage, and/or disposal activities. These areas are identified on the “Army and NASA Site Access Control Boundaries” map. When work is to be accomplished in the areas designated on the map as “Facilities Precautionary UXO Area” or as “UXO/CWM Probability ‘Occasional’, ‘Remote’, or ‘Seldom’”, prior to beginning construction, contractor shall procure the services of a UXO services provider (qualified for the project-specific requirements as shown on the drawings) for initial investigation and characterization, and then a remediation recommendation, required when suspect material is detected. Upon receipt of a report that states potential UXO was detected during investigation, the COR will then arrange for disposition of suspect material.

UXO services provider shall employ personnel with skills that meet applicable minimum qualification requirements contained in the U.S. Army Corps of Engineers document, “Attachment to Chapter 20, EP 1110-1-18, Ordnance and Explosives Response, UXO Personnel Training and Experience Hierarchy”, at the end of this Section. UXO services provider shall submit for approval documentation that includes the number and names of employees to be utilized for the effort and their corresponding levels of training and experience, including copies of certifications and/or other qualifying paperwork. Additionally, UXO services provider shall have a work plan and a safety plan approved by NASA MSFC prior to initiating job activities.

Alternately, when working under a prime contractor, UXO investigation work and safety plan requirements may be included in the prime contractor’s work and safety plans. Questions concerning UXO operations and work plans may be addressed to the COR. Prior to commencing UXO investigation that requires disturbing the soil, obtain a digging permit from the COR.

C. The Contractor shall be responsible for alerting personnel under his authority, including subcontractor personnel, when the site of work is located on a site known to have had former ordnance activity.

D. The “Army and NASA Site Access Control Boundaries” map, showing the areas at MSFC which have the potential to contain UXO, is available for reference. Contact the COR to obtain this information.

1.5 CHEMICAL WARFARE MATERIAL PRECAUTION

A. The possibility exists that chemical warfare material (CWM) could be encountered on NASA/MSFC property. In most areas, the potential for these occurrences is small. However, if such materials are suspected in a work area, immediately stop all work, cordon off or barricade suspect area, withdraw from the area, contact the Fire Department at 911 and the FMO COR, and inform them of the findings. Then, remain near the site at a safe distance from the suspected CWM, and post temporary barriers to prevent personnel entry into the area until the COR takes charge of this activity. The COR will then arrange for investigation and safe disposal of suspect material. Upon clearance from the COR, work may then be resumed in the area.

B. Some areas are known to have formerly been utilized for chemical warfare related manufacturing, delivery, storage, and/or disposal activities. These areas are identified on the “Army and NASA Site Access Control Boundaries” map. When work is to be accomplished in the areas designated on the map as “UXO/CWM Probability ‘Occasional’, ‘Remote’, or ‘Seldom’”, prior to beginning construction, contractor shall procure the services of a CWM services provider (qualified for the project-specific requirements as shown on the drawings) for initial investigation and characterization, and then a remediation recommendation, required when suspect material is detected. Upon receipt of a report that states potential CWM was detected during investigation, the COR will then arrange for disposition of suspect material.

SPECIAL CONDITIONS 01 05 90 - 3

Revision Date: December 2014

CWM services provider shall meet applicable minimum qualification requirements for the work to be performed. CWM services provider shall submit for approval documentation that includes the number and names of employees to be utilized for the effort and their corresponding levels of training and experience, including copies of certifications and/or other qualifying paperwork.

Additionally, CWM provider shall have a work plan and a safety plan approved by NASA MSFC prior to initiating job activities. Alternately, when working under a prime contractor, CWM work and safety plan requirements may be included in the prime contractor’s work and safety plans.

Questions concerning CWM operations and work plans may be addressed to the COR. Prior to commencing CWM investigation that requires disturbing the soil, obtain a digging permit from the COR.

C. The Contractor shall be responsible for alerting personnel, including subcontractor personnel, when the site of work is located on a site known to have had former CWM activity.

D. The “Army and NASA Site Access Control Boundaries” map, showing the areas at MSFC which have the potential to contain CWM, is available for reference. Contact the COR to obtain this information.

1.6 SECURITY

A. The Contractor shall conform to security procedures as directed by the Contracting Officer.

Additional information will be provided at the preconstruction meeting and as changes occur during the contract period. Status of Center access is available by calling (256)544-HELP.

B. Center Entry and Vehicles: Entry security at the Center is critical to effect a safe environment.

All personnel, vehicles, equipment, and materials are subject to search, investigation, and authorization at each entry and while on Center. Construction vehicles and trucks delivering large equipment and materials, including concrete trucks, shall enter the Center via Gate 1 or 10 or as directed by the Contracting Officer. Significant entry delays should be expected, particularly at higher security levels, so the Contractor is responsible for keeping himself apprised of security conditions and entry requirements at the Center and notifying his contract personnel of changes in order to prosecute contract work in a timely manner without delay. All vehicles must have proof of valid registration and insurance residing in the vehicle at all times and shall show such proof to security personnel on demand and in order to obtain a vehicle pass.

C. Personnel Identification and Badging: All personnel shall be able to show proof of United States citizenship and have on their person, valid Government-issued picture identification such as a driver’s license. All Contractor personnel, including subcontractor and visitor personnel, shall have and display on their person a badge issued by Center security at all times. Center security has the right to not issue, confiscate, or change any badge. The Contractor is responsible for assuring each individual working under this contract is immediately badged in the first instance, continually wears and displays a valid badge, has only the necessary access permissions, and returns the badge to Center security upon completion of their work just prior to leaving the Center. All personnel requiring access to the Center by the Contractor shall possess either a visitor’s badge or picture badge issued by Center security at Building 4312. All Contractor personnel requiring access to the east or west test areas must receive test area access training provided by MSFC.

D. Any person on Center failing to have in their possession a valid badge or operating a vehicle without a valid pass is ultimately subject to arrest and further legal action.

SPECIAL CONDITIONS 01 05 90 - 4

Revision Date: December 2014

1.7 SPECIAL CONSIDERATIONS FOR SPECIAL HOURS OF WORK

A. Reference contract Section H attached to Standard Form 1442 – “Solicitation, Offer, and Award”

– regarding “Hours of Work” therein. The following are clarifications and additional requirements necessary to perform work at the Marshall Space Flight Center (MSFC).

1. “Duty Hours” shall be considered to be 7:00 a.m. to 5:00 p.m., Monday through Friday, excluding Government holidays. All other times shall be considered “Non-Duty Hours.”

2. The Contractor shall only schedule and plan contract performance during “Duty Hours,”, unless specific allowances are made elsewhere herein for specific activities that may be required to be performed during “Non-Duty Hours.”

3. The Contractor shall make all requests to work during “Non-Duty Hours” by 9 AM of the day before the requested work period begins. The Contracting Officer must approve any work activities during “Non-Duty Hours” prior to the start of work for the period requested.” These requests will typically be denied unless justifiable by outages, road crossings, hazardous operations, coordination with Government operations, and/or facility or subsystem need date.

4. All items above as well as all other Special Conditions of Section 010590 shall be factored into the Contractor’s scheduling of work to meet the contract’s performance period at no additional cost to the Government after contract award.

5. The Contractor may be prohibited from working in the east and west test areas approximately two days per week during hazardous testing operations. The Government typically issues a tentative weekly schedule on the Friday preceding a week which has scheduled testing. The Contractor is responsible for monitoring this schedule, making regular contact with the test point of contact, closely coordinating their specific activities, and adjusting/delaying construction activities to accommodate testing operations without additional cost to the Government after contract award.

1.8 TEMPORARY UTILITIES

A. Contractor shall provide temporary utilities required for construction. Materials may be new or used, shall be adequate for the required usage, shall not create unsafe conditions, and shall not violate applicable codes and standards.

B. Water: All reasonably required amounts of water will be available to the Contractor by the Government from such existing water systems, outlets, and supplies, without cost to the Contractor for the water he consumes. The Contractor shall be responsible for approved disposal of wastewater. The Contractor shall install and maintain at his own expense any necessary supply connections, safety measures, and facilities in a workmanlike manner as approved by the Contracting Officer. All water shall be carefully conserved. Before final acceptance, temporary connections and piping installed by the Contractor shall be removed in a manner satisfactory to the Contracting Officer.

C. Electricity: Electric power will be made available to the Contractor by the Government in the form of single phase 208V/120V or 240V/120V, depending on availability, 60 Hz, 100A service without cost to the Contractor for temporary power purposes. Other electrical service may be

SPECIAL CONDITIONS 01 05 90 - 5

Revision Date: December 2014 provided, if available and accessible to the construction site, upon request by the Contractor and approved by the Contracting Officer. The Contractor shall install and maintain at his own expense any necessary supply connections, safety measures as required by 29 CFR 1926 Subpart K, 1926-402-408 or NEC ANSI/NFPA 70 plus formal interpretations and tentative interim amendments, and facilities in a workmanlike manner as approved by the Contracting Officer.

All electricity shall be carefully conserved. When Government-provided temporary power is not available, is not of sufficient capacity, or is not of sufficient power quality, the Contractor is responsible for providing his own temporary power at his own expense. The Contractor is responsible for protecting his own electrical equipment and devices as necessary at his own expense from damage due to electrical events such as lightning, loss of power, power surges and sags, single phasing, and poor power quality.

D. Compressed Air: The Contractor is responsible for providing compressed air as needed at his own expense.

E. Breathing Air: The Contractor is responsible for providing breathing air as needed at his own expense.

F. Telephone Service: Contractor shall provide his own telephone service at his own expense.

G. Sanitary Facilities: Contractor shall provide temporary sanitary facilities in accordance with 29 CFR 1926.51 and shall service, clean, and maintain these facilities and enclosures at least once per week. Temporary facilities shall be removed from the site at the completion of the work.

Sanitary facilities in existing facilities are unavailable for Contractor use.

H. Removal of Temporary Utilities: Before final project acceptance, temporary connections and facilities installed by the Contractor shall be removed and all removal locations painted, graded, etc. as necessary to match surrounding conditions in a workmanlike manner and hazard-free condition to the satisfaction of the Contracting Officer.

1.9 TRAFFIC PROVISIONS

A. Maintenance of Traffic: Contractor shall conduct his operations in a manner that will not close any thoroughfare or interfere in any way with traffic on roadways except with written permission of the Contracting Officer. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met. Work shall be conducted so as to minimize obstruction of traffic, and traffic shall be maintained on at least half of the roadway width at all times. If the entire roadway width requires blocking, the Contractor shall submit a traffic control plan to the Contracting Officer’s Technical Representative for approval prior to blocking the roadway. Approval shall be obtained from the Contracting Officer prior to starting any activity that will obstruct traffic in any manner (one half of the roadway or the entire width of the roadway). Contractor shall provide, erect, and maintain, at his own expense, lights, barriers, signals, passageways, detours, etc., that may be required.

B. Rush Hour Restrictions: Contractor shall not interfere with the peak traffic flows preceding and during normal operations without notification to and approval by the Contracting Officer.

PART 2 - PRODUCTS (Not Used)

SPECIAL CONDITIONS 01 05 90 - 6

Revision Date: December 2014

PART 3 - EXECUTION

3.1 PROTECTION OF FACILITIES, MATERIAL, AND WORK

A. The Contractor shall at all times protect and preserve all facilities, materials, supplies, and equipment of every description (including property which may be Government-furnished or owned) and all work performed. All reasonable requests of the Contracting Officer to enclose or especially protect such property shall be complied with. If, as determined by the Contracting Officer, material, equipment, supplies and work performed are not adequately protected by the Contractor such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payments due him.

3.2 PROTECTION OF UNDERGROUND UTILITIES/DIGGING PERMITS

A. Prior to performing any excavation work or any surface penetrations 6 inches or deeper (such as driving stakes more than 6 inches in the ground) on any ground surface, this includes both outside and inside of buildings, structures, tents, or gazebos, etc., the Contractor shall obtain from the Facilities Office a digging permit and the current subsurface utility drawing of the particular area to be worked on. Subsurface excavations include the penetration of ground below slabs on grade or interior building slabs that are in contact with the ground. Requests for dig permits shall be made a minimum of two working days prior to conducting any planned digging or excavation activities. Contractor shall stake out subsurface high voltage cables, communication cables, and pipelines indicated within the scope of the work contemplated. After exposure, the Contractor shall obtain agreement from the Contracting Officer on how much closer to cable or pipe the excavations can be permitted. Contractor shall notify the Contracting Officer, 48 hours prior to the start of excavation work or surface penetration, to enable the Contracting Officer to review measures being taken to prevent hazard to employees and possible damage to subsurface utilities. Where emergency conditions preclude the 48 hours advance notification, the Contractor shall immediately inform the Contracting Officer. After obtaining clearance from the Contracting Officer, the Contractor shall proceed with excavating work, or other surface penetration work. Contractor, however, shall temporarily halt any machine excavation work or other surface penetration when approaching within 3 feet of the staked-out cable or pipeline until the Contractor has exposed the cable or pipe by hand excavation to fix its location.

B. Trenching machines and augers shall not be used unless approved in advance by the Contracting Officer.

C. Prior to commencing any operations which include digging, excavations, or soil borings, etc.

where there is considerable doubt of the location of concealed utilities, the Contractor shall de-energize or turn off all hazardous utilities to the building and surrounding areas.

D. When de-energizing is not possible, a waiver shall be required to allow work to continue. The waiver shall provide rationale detailing how the safety of the workers will be maintained. The waiver shall be approved by the Facilities Management Office project manager and the MSFC Industrial Safety Office.

3.3 LAYOUT OF WORK

SPECIAL CONDITIONS 01 05 90 - 7

Revision Date: December 2014

A. The Contractor shall lay out his work from the Government-established base lines and bench marks and shall be responsible for all measurements in connection therewith. The Contractor shall furnish, at his own expense, all stakes, templates, equipment, range markers, and labor as may be required in laying out any part of the work from the base lines and bench marks established by the Government. The Contractor will be held responsible for the execution of the work to such lines and grades as may be established or indicated by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through his negligence prior to their authorized removal, they may be replaced by the Contracting Officer at his discretion. The expense of replacement will be deducted from any amount due, or to become due, the Contractor.

3.4 TEMPORARY STRUCTURES AND LAYDOWN AREA

A. All temporary structures and equipment such as construction office trailers, storage trailers, boom trucks, dump trucks, backhoes, etc. are to be in good and fully operable condition, with no broken windows, rusted areas, boarded-up openings, loose insulation, bent doors, paint in poor condition, leaks, exposed wiring, code or safety violations, or other similar defects when brought on site and are to be maintained in good and fully operable condition while they are on site.

Contractor shall submit photographs of all trailers, storage units, or other temporary structures and equipment for review and initial approval prior to bringing them on Center. Regardless, trailers and equipment are to be inspected for final approval for lay down by the Government when they are brought on site prior to detaching them from the truck that delivers them so they can be immediately removed if they are found to be in unacceptable condition.

B. At least 7 days prior to arrival, the Contractor shall request the need for and extent of an all-inclusive lay down area for temporary structures, equipment, material, vehicle parking, fencing, fence gates, hazardous material storage, and the like for the duration of the work. The lay down area shall be marked up in detail on the site plan drawing and submitted for approval by the Government. Once approved, all office trailers shall be installed per the International Building Code, the Alabama Manufactured Housing Commission, and NASA safety requirements, whichever is most stringent. Any type of structure used in whole or part as office space or otherwise occupied on a regular basis shall be tied down. Utility connections shall be installed according to applicable codes/standards and in a neat and acceptable manner.

C. Housekeeping in the structures and about the lay down area shall be very well kept on a daily basis and the grass, weeds, and the like shall be kept below 6 inches in height at all times; all other areas within the construction site boundaries shall be kept below 12 inches in height. Open storage of material both singularly and collectively shall be kept and in a manner continuously acceptable to the Government.

D. Only equipment and material necessary for the work shall be kept on site, and equipment shall not be repaired on site without prior approval from the Government for more than very minor repairs.

E. All structures and equipment requiring certification, licensure, etc. shall be kept current at all times or immediately removed from the Center. Any changes to the lay down area use, arrangement, boundaries, or egress must be pre-approved by the Government.

3.5 NASA MISSION NON-INTERFERENCE

SPECIAL CONDITIONS 01 05 90 - 8

Revision Date: December 2014

A. The Center conducts special tests and experiments, as well as unique operations that cannot be interrupted. Certain operations such as Space Shuttle flights have predetermined periods of non-interference where the Contractor can plan ahead with little or no impact to the project Schedule.

During such flights, a Dig Moratorium will be issued where the Contractor cannot dig more than 6 inches below the surface.

B. Other non-interferences are utility related and require extensive coordination and precise planning and timing.

C. Non-interference periods shall be shown on the project Schedule to the extent they potentially impact the project Schedule.

3.6 INTERRUPTION OF UTILITIES

A. Interruption to utility services, such as (but not limited to) water, sanitary sewer, steam, electricity, communications, air, high-pressure systems, heating, and air conditioning systems, shall occur at such times as permitted by the Contracting Officer so that interruption of such services will not interfere with the operation of the Center. Generally, such outages to utility services shall be scheduled in advance and caused by the Contractor on Saturdays, Sundays, or other nonworking days or periods at no additional cost to the Government. The existing steam distribution system shall not be altered nor service to existing buildings be interrupted without prior written approval of the Contracting Officer. Such interruption to the steam distribution system insofar as is practicable shall be accomplished in the summer season. All interruptions shall be held to the minimum practicable. Interruption to high-pressure systems must be pre-planned 90 days in advance, with date certain and duration certain.

B. Notice of Interruptions: The Contractor shall submit each and every request for each individual utility outage in writing twenty-one calendar days in advance of the actual need date for approval by the Contracting Officer. Each required interruption anticipated by the Contractor shall be indicated on the project Schedule for pre-planning purposes by the Government to support the work; lack of such indication, or lack of date accuracy where the date changes from the previously approved project Schedule may result in delays and any such delay will be at the sole expense of the Contractor.

3.7 LEAKAGE PREVENTION

A. Capping of Piping Systems: All piping installed by the Contractor that is connected to a pressurized piping system, and not connected immediately to equipment, shall be terminated with a properly rated cap, blind flange, or capped valve and not left open-ended when Contractor personnel are not at the jobsite.

B. Construction Surveillance: At such time when new or modified piping systems are activated, the Contractor shall provide adequate personnel to monitor the initial start-up and operation of that system to insure that no damaging leak occurs. A monitor shall be present at each separate site of piping installation or modification at the instant of system activation. These Contractor personnel shall be authorized to immediately deactivate the system and qualified to make emergency repairs in the event of system failures. The Contractor shall notify Contracting Officer's Technical Representative a minimum of 2 days prior to activation.

SPECIAL CONDITIONS 01 05 90 - 9

Revision Date: December 2014

3.8 GOVERNMENT FURNISHED PROPERTY

A. The design drawings will indicate the government furnished property to be incorporated or installed in the work or used in its performance. Salvage property to be removed and reused that is in the general work area shall be handled as a Contractor Service and not listed here.

B. Property shall be furnished on the ground at a location within the MSFC boundaries as designated by the Contracting Officer. The Contractor shall be responsible for paying any demurrage or detention charges incurred loading, unloading, and transporting the property to the job site at his own expense.

C. All such property shall be installed or incorporated into the work at the expense of the Contractor, unless otherwise indicated herein.

D. The Contractor in conjunction with an authorized Government representative shall verify the quantity and condition of such Government-furnished property when delivered to him, acknowledge receipt thereof in writing to the Contracting Officer, and in case of damage to or shortage/overage of such property, he shall within 24 hours report in writing such damage or shortage/overage to the Contracting Officer.

E. It is the intention of the Government to furnish all of these items required to complete the work as specified and the various quantities will be adjusted when necessary. These quantities are not to be considered as indications or warranties that the amounts stated will either be sufficient or insufficient. The Contractor shall be required to furnish any additional quantities required.

3.9 SALVAGE MATERIALS AND EQUIPMENT

A. The Contractor shall maintain adequate property control records for all materials or equipment specified to be salvaged. These records may be in accordance with the Contractor's system of property control, if approved by the Contracting Officer. The Contractor shall be responsible for the adequate storage and protection of all salvaged materials and equipment and shall replace, at no cost to the Government, all salvage materials and equipment broken or damaged during salvage operations as the result of his negligence, or while in his care. Any salvaged materials and equipment that are excess upon the completion of the work shall remain the property of the Government. All such excess material and equipment shall be loaded, transported, and unloaded by the Contractor in a location specified by the Contracting Officer within the boundaries of the Marshall Space Flight Center.

3.10 CONSTRUCTION PROCEDURES

A. The Contractor shall use the following procedures and methods. Only the most current Government approved forms shall be used.

B. Request for Information (RFI) S.O.P. 7321.6: The purpose of this procedure establishes the system for initiating, dispositioning the clarification of technical or quality assurance requirements specified in the contract documents, and engineering direction to the Contractor for no-cost changes to the specifications or drawings.

SPECIAL CONDITIONS 01 05 90 - 10

Revision Date: December 2014

C. Design Change Requests (DCR's) S.O.P. 7321.1: The purpose of this procedure establishes the system for documenting and approving changes to the contract documents if on-site work must be performed prior to the contract modifications.

D. Construction Deficiency Reports (CDR's) S.O.P. 7321.3: The purpose of this procedure establishes the system for initiating, processing, distributing, and controlling any item, condition, or material which deviates from engineering drawings, specifications, or procedures which require a disposition from NASA Engineering to resolve.

E. Quality Verification System (QVS) S.O.P. 7321.2: The purpose of this procedure is to plan and perform inspections, tests, and reviews to determine compliance with engineering and quality requirements or procedural methods for data gathering. It provides for planning of activities, establishment of hold points, and documentation of the performance and results of the verification.

F. Preparation, Review, Approval & Control of Submittals S.O.P. 7321.8: The purpose of this procedure establishes the system for initiating, approving, and controlling submittal documents.

G. Field Drawing Changes (FDC) S.O.P. 7321.5: The purpose of this procedure is to establish a method of resolving and documenting same-day, no-cost field adjustments by the COR.

3.11 ELECTRONIC CAPABILITY

A. The Contractor shall have in-house computer capability to perform daily electronic mail, word processing, Internet connectivity, virus protection, and project scheduling.

B. Contractor management and administration personnel shall be competent in the electronic capability and able to create, print, save, and electronically transfer documents, files, and messages.

C. The Contractor’s site superintendent shall have an active cell phone in his possession at all times for emergency and Government representative communication.

D. The Contractor shall submit his e-mail address and emergency contact information, including cell phone numbers, home phone numbers, and pager numbers, for all key personnel as well as the business owner.

3.12 COMMUNICATION RADIOS

A. To insure safety to Government personnel on nearby test stands and to prevent dangerous radio interference from damaging space vehicle test programs underway near site, the Contractor shall not use any radio communication on or near site without coordinating same with Contracting Officer. Radio use is also restricted in certain laboratories, operation centers, and communication and computer rooms as directed by signage and the Contracting Officer. All frequencies used must be submitted for approval by the Contracting Officer prior to use.

3.13 HOUSEKEEPING

SPECIAL CONDITIONS 01 05 90 - 11

Revision Date: December 2014

A. The Contractor shall comply with the requirements of 29 CFR 1926.25 and assure cleanliness of facilities, equipment, and protection against damage before, during, and after installation.

Generally, all working and storage areas will be cleaned regularly. The Contractor shall maintain such conditions insofar as good working practices will permit. It is essential to the proper conduct of the work and to the safety of workers and others that good housekeeping be practiced at all times. Equipment shall be kept clean and shall be protected against damage before, during, and after installation. All working and storage areas shall be cleaned regularly and all scrap materials and refuse properly and promptly disposed of. Accumulations of such materials and, in particular, accumulations of flammable crates, packing, plastic coverings, and other scrap materials in working or storage areas will not be tolerated. All areas shall be left neat, clean, and free from obstructions and hazards at the end of each working day or shift.

3.14 WEATHERTIGHT INTEGRITY OF BUILDING DURING CONSTRUCTION PERIOD

A. Contractor shall not remove or penetrate any portion of the roof that he cannot replace with the specified roofing system by the end of the workday or protect by other approved methods in the event of rain or other inclement weather that might occur during the workday. The connection of the installed specified roofing system to an existing roofing system shall be made watertight at the end of each workday and/or in the event of inclement weather that might occur during the workday. The details for said connection and the manner that the Contractor plans to maintain a watertight roof throughout the entire period of performance shall be submitted for review and approval by the Contracting Officer's Technical Representative; this shall be approved before work can commence. For 24 hours a day, 7 days per week, throughout the period of the contract, the Contractor will be responsible for keeping moisture outside of the building interior.

B. In the event that there is water penetration, the Contractor shall take immediate action to provide all materials, equipment, and labor to capture the moisture, dispose of the moisture, and protect all contents of the building.

C. The Contractor shall make repairs to stop any water penetration in a timely manner. The Contracting Officer reserves the right to stop the work when he determines the Contractor is not executing the work in a responsible manner and is causing any water penetration of the building.

Work will resume once the Contractor has shown evidence that he has prepared an adequate plan for the remainder of the work; said plan shall include preventive measures to assure watertight conditions throughout the remainder of the contract.

D. When the Contractor fails to respond in time to prevent damage from occurring, MSFC maintenance personnel will respond to clean up and protect as best possible until Contractor personnel arrive. Costs incurred by the Government and maintenance operations associated with such response shall be deducted from any of the Contractor’s pay requests and the contract value reduced accordingly by the Contracting Officer.

E. When the Contractor fails to adequately protect equipment and materials, the Contractor shall pay all expenses to replace or repair any and all damages and in a manner acceptable to the Contracting Officer. Such payments shall be made within 30 days of invoice date, and proof of such payments shall be submitted to the Contracting Officer within 15 days of payment date.

3.15 CONSTRUCTION SITE DUST AND MUD CONTROL

SPECIAL CONDITIONS 01 05 90 - 12

Revision Date: December 2014

A. The Contractor is responsible for establishing effective and mandatory controls to prevent dust and mud from leaving the construction site boundary. These controls shall be communicated to all personnel and enforced at all times. All resulting additional environmental controls required shall be in place, functional, and inspected daily.

B. The Contractor is responsible for preventing wind-blown dust from going outside the construction site boundary including civil works during normal business hours and during other hours the Contractor is present on the site.

C. The Contractor is responsible for preventing vehicles from tracking and depositing mud and other similar debris and materials outside the construction site boundary. Any such tracking or depositing on roadways, parking lots, sidewalks, equipment, building walls, and any other man-made surface shall be cleaned up immediately without delays to the satisfaction of the Contracting Officer. Rainfall is not an acceptable method.

D. The Contractor shall provide at his expense all the necessary labor, equipment, and material.

3.16 CONSERVATION

A. All energy consumption and resources shall be conserved to the greatest extent possible by the Contractor. The Contractor is responsible for communicating this requirement to all on-site personnel and for compliance. Energy and resource utilization shall be proactively managed and conservation measures and methods developed and promoted by the Contractor’s management and supervision.

B. Temporary lighting shall be divided into switchable areas of relatively small size to promote and achieve energy conservation to the satisfaction of the Government. Lighting shall be off unless absolutely necessary to accomplish the work at hand.