W912BU-16-R-0037-Amend0005_Specs.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912BU

Construct Hydrant Fuel System, Dover Air Force Base, Delaware

CLARIFICATION:

THIS AMENDMENT DOES NOT EXTEND THE 15 NOVEMBER 2016 RFP DUE DATE AT 4:00 P.M. EST.

As of this date the following amendments have been issued under this solicitation:

Amendment U0001 issued 30 September 2016 Amendment 0002 issued 19 October 2016 Amendment U0002 issued 21 October 2016 Amendment 0003 issued 27 October 2016

E5CTSRH9

US ARMY ENGINEER DISTRICT, PHILADELPHIA

WANAMAKER BUILDING, 100 PENN SQUARE EAST

PHILADELPHIA, PENNSYLVANIA 19107-3390

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: Robert Hilton

WANAMAKER BUILDING, 100 PENN SQUARE EAST

PHILADELPHIA, PENNSYLVANIA 19107-3390

W912BU-16-R-0037

11/03/2016

09/02/2016

This page was intentionally left blank for duplex printing.

Amendment No. 0005

RFP W912BU-16-R-0037

14. DESCRIPTION OF AMENDMENT (continued)

a. For clarification, there have been four previous Amendments issued under this solicitation:

(1) Amendment U0001 - issued 30 September 2016 (1 PAGE);

(2) Amendment 0002 - issued 19 October 2016 (394 PAGES);

(3) Amendment U0002 - issued 21 October 2016 (1 PAGE);

(4) Amendment 0003 - issued 27 October 2016 (1 PAGE).

b. REQUESTS FOR INFORMATION (RFI) WITH RESPONSES: RFI’s with responses, annotated Amendment No. 0005, are attached to this amendment.

c. PROJECT TABLE OF CONTENTS: Please delete the Project Table of Contents in its entirety, and substitute the revised Project Table of Contents, annotated Amendment No. 0005, attached hereto.

d. TECHNICAL SPECIFICATIONS:

(1) Section 01 11 05 - DOVER AFB GENERAL REQUIREMENTS: Please delete pages 01 11 05-9 and 10 in their entirety, and substitute the revised pages 01 11 05-9 and 10, annotated Amendment No. 0005, attached hereto.

(2) Section 01 33 00 - SUBMITTAL PROCEDURES: Please delete pages 01 33 00-17 through 01 33 00-97, in their entirety, and insert revised pages 01 33 00-17 through 01 33 00-96, annotated Amendment No. 0005, attached hereto.

(3) Please delete the following sections in their entirety and substitute the revised sections of the same numbers, annotated Amendment No. 0005, attached hereto.

13 34 19 - METAL BUILDING SYSTEMS (PUMPHOUSE AND FIRE WATER PUMPHOUSE)

26 42 14.00 10 – CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

28 31 76 - INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

32 13 11 - CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

33 11 00 – WATER DISTRIBUTION

33 16 15 - WATER STORAGE STEEL TANKS

33 52 43.11 - AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.13 - AVIATION FUEL PIPING

33 56 13.13 - STEEL TANKS WITH FIXED ROOFS

33 56 13.15 - UNDERTANK INTERSTITIAL SPACE

(4) Section 33 52 80 – LIQUID FUELS PIPELINE COATING SYSTEMS: Please delete this section in its entirety.

e. CONTRACT DRAWINGS:

(1) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 31 October 2016, attached hereto:

G-002 ES504 EP603 EC504

G-003 P-101 EI503 EC505

14. DESCRIPTION OF AMENDMENT (continued)

ES201 P-501 EI601 EC506

ES202 P-601 EI602 P-110WB

ES203 EP101 EC501 P-211WB

ES204 EP601 EC503 P-704WB

EP-601WB

(2) Please add the following new drawings, with an issue date of 31 October 2016, attached hereto:

ES204 EC506

f. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0005. Failure to acknowledge all amendments may be cause for rejection of the bid.

Requests For Information and Responses Page 1

Hydrant Fuel System, Dover AFB

REQUESTS FOR INFORMATION AND RESPONSES

RFI # RFI and References (if applicable) Government Response 1 - 72 See Amendment No. 0002.

Specification Section 33 16 15 Water Storage Tanks; paragraph 2.2.1.3 - states that an interior mounted water level gauge is to be provided connected to a central supervising station. This item is not addressed on drawing sheets FA101, P-703WB, P-704WB, P- 705WB or in SECTION 28 31 76 Interior Fire Alarm and Mass Notification System. Please clarify as to requirements of interior mounted water level gauge (assumed float type) and central supervising station, i.e. location, type of reporting, power source, conduit, wiring, etc.

Specification section 33 16 15 has been revised by amendment to clarify water level gauge requirements. See Amendment No.

0005.

Specification Section 33 16 15 Water Storage Tanks; Paragraph 2.2.1.5 - states that ladders and safety devices shall be provided in accordance with Sections 7.4 and 7.5 of AWWA D100 and that location of ladders shall be as shown on the drawings.

Question #1 - please provide the location of the exterior tank ladders Question #2 - AWWA C100, section 7.4.2.4 states that an interior ladder is to be provided if specified. Presently the specification does not require an interior ladder, please confirm that an interior ladder is not desired.

Question 1: See revisions to 33 16 15 under Amendment 002. The Contractors shop drawings shall show the exterior ladder locations.

Question 2: Specification section 33 16 15 has been revised by amendment to clarify that an interior ladder is required for each water tank.

See Amendment No. 0005.

Specification Section 33 16 15 Water Storage Tanks; Paragraph 2.2.1.5 - states for ladders and safety devices "Sections 7.4 and 7.5 of AWWA D100 represent the minimum requirements." "In addition, safety cage, rest platforms, roof ladder handrails, and other safety devices shall be provided as required by federal or local laws or regulations." Please advise if there are any User driven safety requirements needed to comply with "federal or local laws or regulations" such as full circumferential handrail required at the tank roof perimeter.

Specification section 33 16 15 has been revised by amendment to clarify that Federal safety requirements shall be met for ladders, handrails, etc. See Amendment No. 0005.

Specification Section 33 16 15 Water Storage Tanks; Paragraph 2.4 - addresses requirements for the Submersible Mixer. Please clarify as to power (source, conduit, wiring, circuit protection (120/240 VAC, 50/60 Hz, 15 amp circuit w/ disconnect) for the mixer and control panel and further address where the mixer control panel is to be mounted.

Submersible Mixer is required; see the specifications, which include a basis of design model number which can be used to determine power requirements. Section 33 16 15 has been revised by amendment to clarify requirements. See Amendment No. 0005.

EP601WB and ES201 has been revised by amendment to clarify mixer power and mixer

Requests For Information and Responses Page 2 control panel locations. See Amendment No.

0005.

Specification Section 33 16 15 Water Storage Tanks; Paragraph 2.7 -states "Provide a tank heating system.". Please confirm that the tank heating system required by paragraph 2.7 is the heating system designed and shown on drawing P-111WB for the Domestic Water Booster Pump House with in-tank piping as described in paragraph 3.5.

Section 33 16 15 has been revised by amendment to clarify that the tank heating system shall be as shown on the drawings. See Amendment No. 0005.

Specification Section 33 16 15 and the water tank contract drawings do not indicate a minimum water tank roof slope. Please confirm that AWWA D100 Section 3 will govern the minimum roof slope (3/4 in 12).

Section 33 16 15 has been revised by amendment to clarify that the water tank roof slope shall be in accordance with AWWA D100 Section 3. See Amendment No. 0005.

Specification 33 56 13.15 Undertank Interstitial Space, paragraph 2.9 states in part, “… Cushion shall have a minimum electrical resistivity of 19,685 ohm-inch in accordance with ASTM D6187.” Paragraphs 3.2.5 and

3.2.6 require the sand cushion material to be tested prior to placement for acceptance, and additionally after the sand cushion material is delivered to the site.

ASTM D6187 - 97(2010) is titled, “Standard Practice for Cone Penetrometer Technology Characterization of Petroleum Contaminated Sites with Nitrogen Laser-Induced Fluorescence”. The test apparatus is designed to be utilized in a well or down-the-hole application rather than stockpile sampling for soil resistivity. Availability of this test equipment from a USACE validated laboratory is also an issue.

Would the Government consider the use of other recognized methods to determine soil resistivity such as ASTM G187 - 12a Standard Test Method for Measurement of Soil Resistivity Using the Two-Electrode Soil Box Method or ASTM G57-06 Standard Test method for Field Measurement of Soil Resistivity Using the Wenner Four Electrode Method?

Section 33 56 13.15 has been revised by amendment to clarify that soil resistivity shall be tested by ASTM G187 (2012a). See Amendment No. 0005.

Specification 33 56 13.13, paragraph 2.13.13.b relates to the fuel tank water draw-off system and states "In cold climates provide the product saver tank system with a sump heater and insulate and heat trace the piping."

Section 33 56 13.13 has been revised by amendment to delete the cold climate requirements. See Amendment No. 0005.

Requests For Information and Responses Page 3

Question #1 - Does the Government consider this site to be a cold climate for purposes of sump heaters and heat tracing the piping?

Question #2 - if sump heaters and heat tracing is required please identify the electrical circuit to be used for this purpose.

Question #3 - if sump heaters and heat tracing is required please identify the extent of the heat tracing and type of insulation to be used.

Sheet EP603, Panel Schedule, Panel PA -schedule indicates that circuit 33 (Total VA 1000 20 Amp) is a Single Phase circuit for the Water Removal Pumps (2), one circuit is feeding both pumps. On Sheet ES504 there are two circuits to the water removal pumps, 2- #12, 1-#12 GND, 1” conduit for each pump.

Please clarify

Sheet EP603 has been revised by amendment to clarify. See Amendment No. 0005.

Sheet X-110, Detail 5 - Typical Support on Tanks Plan/Elevation. What is the width of the ¼” plate welded to tank?

Per API 650, the minimum width of the mounting plate is 6” with 2” radius corners.

Sheet P-101, Pumphouse Plumbing Plan, indicates eyewash (EEWS-1) is to be supplied with heat tracing and insulation. Sheet P-601, Plumbing Fixture Schedule, Mark EESW-1 references Note 5 which states "In areas subject to freezing conditions shower and appurtenances are to be heat traced...". Sheet MH101, HVAC Plan, indicates that the Pump Room is equipped with unit heaters. Please confirm that the Pump Room space is considered to be a heated space and not subject to freezing and therefore heat tracing and insulation at EEWS-1 is not required.

Sheets P-101 and P-601 has been revised by amendment to remove the heat trace and insulation requirements. See Amendment No.

0005.

Specification 33 52 43.11, paragraph 2.6 - Receipt Flow Meter, paragraph describes a transmitter however there is no indication on the drawings of associated electrical to the flow meter. A dial indicator on the flow meter is specified for local indication. Please confirm that a flow meter transmitter is not required and local flow indication is required only.

Specification 33 52 43.11 has been revised by amendment to clarify that a flow meter transmitter is not required. Only the local flow indication is required. See Amendment No. 0005.

Specification 33 52 43.14, paragraph 2.3.5 - Level Sensor Receipt Filter Separators Only, the paragraph describes level sensors and local alarm features. The electrical drawings do not indicate the level sensor device and there is no alarm panel shown. There are no inputs/outputs shown for this device at the

Sheets EP101, EP603, EI503, EI601 and EI602 has been revised by amendment to clarify. See Amendment No. 0005.

Requests For Information and Responses Page 4 pump control panel. Please clarify the electrical requirements for this sensor and alarm.

Sheet ES506, Tank Grounding Details, please clarify if these grounding details are applicable to the Fuel Storage Tanks, Water Storage Tanks, and Product Recovery Tank.

Yes, the grounding details are typical of all the tanks.

Sheet EP501, Detail 1/EP501, provides details for lightning protection point mounting and references the grounding plan for the fuel pumphouse. Lightning protection is also shown at the water booster pumphouse, sheet EG101WB. Please confirm that the intended scope of specification 26 41 00 Lightning Protection System is applicable to the only the fuel pumphouse and water booster pumphouse.

Yes, lightning protection for the buildings only.

Specification 28 31 76, Interior Fire Alarm and Mass Notification System, paragraph 1.2.1.a, indicates that the this specification scope of work is applicable to the pump house.

Paragraph 2.3.2, Functions and Operating Features, subparagraph l, states “Where the fire alarm/mass notification system is responsible for initiating an action in another system; the fire alarm control panel shall provide supervised relays for mechanical system shutdown (including AHU-1, HPU-1, UH-1, UH-2, UH-3, UH-4, EF-2 and EF-3) on general FA alarm condition; MDS main circuit breaker shunt trip on water flow indication (sheet EP602); and EPDS safety circuit shutdown on general FA alarm condition (sheet EP610). An override at the equipment shall NOT be provided.”

Question #1 - Sheet FA101 addresses EPDS Safety circuit, as does sheet EP604 EPDS Wiring Diagram, (sheet EP610 referenced above does not exist). Is there any reporting to the fire alarm required when the EPDS Safety Circuit activated?

Question #2 - Sheet EP602 (referenced in the specification above) does not appear to address the MDS main circuit breaker, nor does Sheet FA101. The shunt trip on water flow is addressed on sheet EP601. Please clarify this water flow relates to the fire hydrant system from the fire pumphouse as no water flow

Question 1: No, the fire alarm causes an EPDS activation, but the EPDS does not cause a fire alarm. Specification 28 31 76 has been revised to correct the reference to sheet EP604. See Amendment No. 0005.

Question 2: EP601 and Specification 28 31 76 has been revised to remove the shunt trip requirement. See Amendment No. 0005.

Question 3: Requirement is per the spec;

control system is not shown on the drawing for clarity.

Requests For Information and Responses Page 5 switch is shown on the XP Series drawings for the fire water pumphouse.

Question #3 - Sheet EP601, One Line Diagram, does not indicate how the above equipment items are to be electrically disconnected on fire alarm signal. Please clarify.

Sheet P-601, Plumbing Fixture Schedule, EEWS-1 requirements for the emergency eyewash should note in the Remarks that a safety relay is to be provided for interconnection with fire alarm as Specification 22 00 00, 2.4.4 does not address this relay requirement. Please clarify.

There is no requirement on this project for the emergency shower and eyewash to trigger a fire alarm. The flow switch on the emergency shower and eyewash, as called out on P-601, is intended to function as a relay, triggering the Emergency Power Down System (EPDS), as shown on the diagram on EP604.

The XP Series drawings related to the Domestic Water Booster Pumphouse do not address interconnection with the fire alarm system, nor does sheet FA101 Fire Detection System. Specification 28 31 76, paragraph

2.19.2 identifies the following signals to be transmitted to the Base Receiving Station: a.

Sprinkler water flow; b. Manual pull stations;

c. Smoke detectors; d. Sprinkler valve supervision. Please clarify on the contract drawing FA101 the actual interconnection requirements between the water booster system and the main fire alarm panel.

There is no sprinkler system in the water booster pump house and therefore no sprinkler water flow or sprinkler valve supervision.

Specification 28 31 76, paragraph 2.4.1, Valves, indicates that each valve affecting the proper operation of a fire protection system, including automatic sprinkler control valves, standpipe control valves, sprinkler service entrance valve, isolating valves for pressure type waterflow or supervision switches, and valves at backflow preventers, whether supplied under this contract or existing, shall be electrically monitored to ensure its proper position. Provide each tamper switch with a separate address. Please clarify on the contract drawing FA101 the actual valve supervision requirements between the water booster system and the main fire alarm panel.

There is no sprinkler system in the water booster pump house. There are no valves that are to be monitored by the fire alarm system.

Per UFC 3-3-1-01 it implies a lateral drift shall not exceed H480 based on 10 years MRI.

Drawing S002 K.9 indicates a story drift L/240. Please confirm deflection would be L/240 with 10 years wind?

Story drift shall be L/240 based on wind load criteria given on Sheet S-001. The limit is based on Table 2.1, Lateral Deflection Limits for Framing Supporting Exterior Wall Finishes, of UFC 3-301-01 for “Metal or vinyl siding and insulated metal panel.”

UFC 3-110-03 5-2.6 indicates all roofs require minimum 8" overhang. Contract drawings do not show an overhang. Is an overhang required

Provide the roof edge conditions as shown on the drawings.

Requests For Information and Responses Page 6 or does the PEMB supplier follow their own standard eave and rack details? Please advise.

UFC 3-110-03 5-2-10.4 indicates roofs with slopes over 3:12 shall have permanently installed fall protection. No fall protection is shown on the contract drawings. Is fall protection required and, if so, please provide detail and design information on the fall protection devices or system to be used.

Provide the roof design as shown in the documents.

Confirm the fuel pump station and water booster pump station do not have to meet UFC 3-340-02 Structures to resist the effect of accidental explosion, UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, and UFC 4-023-03 Design of Buildings to resist progressive collapse. These are not referenced in specification 13 34 19 Metal Building Systems. Please advise.

Buildings under this project are uninhabited and exempt from the requirements in UFC 3- 340-02, 4-010-01, and 4-023-03.

Specification 13 34 19 Metal Buildings Systems section 2.6 Fasteners. Does this project require tension control bolts? Please advise.

The designer of the pre-engineered metal building systems is responsible for the design and in determining whether tension control bolts are required.

Trying to find out what Pump Brand is spec’d for the lift station portion of the project. Is there also an “OR Equal” option for the pumps.

The last question is what is the operating point for the pumps?

The sanitary sewer lift station pump shown on CU501 and described in spec section 33 32

13.14 "Packaged Sewage Lift Stations, Grinder Pump Type" is provided as a "basis of design", and not an endorsement of a specific manufacturers' product.

Any prepackaged system that provides all the features and characteristics set forth in the drawing and the specification will be satisfactory.

Kent County Department of Public Works will also review the lift station package submittal as they will take over ownership and operation of the sanitary sewer utility upon commissioning.

Drawing CU-103 has a note in the lower right corner indicating "Utility Tower, relocate as shown on MS-103. No information has been provided on MS-103 for this utility tower.

Please clarify the scope for this Utility Tower including new location and what the type of tower it is to move?"

CU103 and MS103 were both revised by Amendment 002 to indicate that the existing light pole was to be protected in place.

What is the wire gauge, jacket and color for the coiled wire at the Cathodic Protection Access Port , Detail E sheet EC503?

EC503 has been revised by amendment to clarify that the red test lead shall be a #12 AWG, solid copper, single conductor. See Amendment No. 0005.

Is the jet fuel line to be protected with an impressed current system or galvanic system?

(assuming impressed)

Correct. An impressed current cathodic protection system shall be provided for the jet fuel lines.

Requests For Information and Responses Page 7

The rectifier shown on ES201 appears to be for the jet fuel line (only one rectifier shown). Is a single rectifier intended to protect both fuel tanks and the jet fuel pipeline?

Drawing ES201 has been revised to clarify that each tank will have its own rectifier. See Amendment No. 0005.

102 EC520 appears to indicate one rectifier for each tank, please clarify.

Correct. Each tank to have its own rectifier.

103 What is the DC Voltage and DC amperage rating of the rectifier(s)?

20VDC, 5ADC.

Sheet ES201 shows a galvanic anode between the fence and roadway (T1) east of the tanks, what is this intended to be attached to?

ES201 will be revised by amendment to clarify.

Specifications 1.2.6.C States “Pipe under concrete slab shall have a minimum of 2 magnesium anodes. These magnesium anodes shall have an unpackaged weight of 32 pounds.

Pipe under concrete slab shall have 1 permanent reference electrodes located under the slab. Is it intended to apply to the TC Test Station in Pavement Detail D sheet EC305?

Pavement may be asphalt or concrete. Does the Army Corp want galvanic anodes attached to an impressed current system? Please advise?

Specification 26 42 14.00 10 has been revised by amendment to remove this requirement.

See Amendment No. 0005.

1.2.6.E states “Each section of metallic pipe shall be protected with 1 magnesium anodes.

The magnesium anodes shall have an unpackaged weight of 32 pounds.(It does not appear it is the intent to use a galvanic system, it is assumed this is intended to be impressed current) What distance is considered a section of pipe if using galvanic for the jet fuel line?

Specification 26 42 14.00 10 has been revised by amendment to clarify that galvanic protection is not intended for the fuel pipe.

See Amendment No. 0005.

Specification 33 16 15 requires Cathodic Protection for water tanks per specification 26 42 17. No drawings for water tank CP installation. Specification 26 42 17 seems to indicate exterior tank bottom protection. Water tanks typically also have interior cathodic protection. What is intended? Exterior bottom only, Interior only, or both?

Tanks require interior and exterior cathodic protection.

Rectifier for Jet Fuel pipeline Linear anode in specifications does not define material. MMO is typical, is this correct? Referred to as long line anode on drawing EC505. Please advise?

The drawings has been revised by amendment to clarify. MMO is typical, but other materials are acceptable provided that they meet the requirements. See Amendment No.

0005.

EC501 calls for mixed metal oxide anodes per specifications for tanks. EC502 calls for ceramic anodes. Specification 2.1.1 indicates linear anodes. Ceramic Anode detail on EC504 calls for concrete markers over each anode. Is this to be done under a tank if ceramic anodes are to be used? Please clarify?

Drawing EC504 has been revised by amendment to remove the referenced detail.

See Amendment No. 0005.

Requests For Information and Responses Page 8

Sheet EC504 references sheet EX101 and EX102 for anode for Typical Vertical Ceramic Anode Installation. Sheet EX101 and EX102 do not exist. Please clarify?

EC504 has been revised by amendment to correct the reference to EC503. See Amendment No. 0005.

Drawings call for 17 lb. magnesium anodes, specifications call for H-1 32 lb. anodes. No pipelines identified to receive galvanic anodes.

Specifications require CP for water fire protection lines. Please advise?

Drawings and specifications has been revised by amendment to clarify that anodes shall be 17lb and clarify the cathodic protection requirements for the water lines. See Amendment No. 0005.

Specification 33 11 00 1.2.1 states PVC or Ductile Iron may be used for water mains.

Section 2.1.1 only list requirements for PVC pipe. Is pipe material an option between Ductile Iron or PVC? Please clarify?

The specification should only allow PVC pipe for water mains.

The specification 33 11 00 1.2.1 will be revised by amendment to delete permission for Ductile Iron pipe. See Amendment No.

0005.

Page 19 2.2.2.3 – “Grade and furnish the individual aggregates in two sizes of ASTM C33/C33M, Size No. 4 (1.5 to 0.75 inches) and size No. 67 (0.75 inches to No.4) to meet the coarseness and workability factor criteria for the ….” If the concrete plant does not have the bin capacity for the #4 stone can a mix that does not incorporate the larger No. 4 stone be used if the mix design still falls within the parallelogram?

No. Bid as specified. The proposed pavement design thickness of 18 inches (typical) of airfield concrete requires the larger aggregate size to reduce drying shrinkage in the hardened concrete and decrease the amount of water needed in the mix design, while meeting coarseness and workability factor requirements and all other specified mix design parameters.

Page 28 2.10.2 e. – “the only truck mixers used for mixing or transporting paving concrete shall be those designed with extra-large blading and rear openings specifically for low-slump paving concrete” can front end discharge trucks be used if they can demonstrate satisfactory transfer during the test section?

Yes. The specification has been revised to add - "Front end discharge trucks can be used if they can demonstrate satisfactory transfer during the test section and continuing throughout all production paving. See Amendment No. 0005.

Page 28 2.10.2 e. “Equip each truck with two counters……….” Concrete trucks in the local Kent County DE area do not utilize two separate counters on ready mix trucks. Also in the same section it refers to in bold text “ at the central mix plant” Both Ready Mix Concrete companies in Kent County DE are dry batch plants (there are no local central mix plants).

The specification has been revised to delete the requirement for two separate drum revolution counters on truck mixers.

The specification has been revised to delete the phrase "at the central mix plant" and to replace it with "at the concrete batch plant."

See Amendment No. 0005.

Page 28 2.10.4 Transfer and spreading equipment “chutes are metal or metal lined……chutes are not made of aluminum…” Aluminum chutes are used in approximately 90% of mixer trucks for health and safety reasons. Can this requirement be removed?

The specification will be revised to allow chutes made of aluminum or aluminum alloy, but only if they are lined with heavy-duty, plastic (i.e., high density polyethylene) liners specifically manufactured to fit in the aluminum chutes proposed for use.

Aluminum chutes having plastic liners that are excessively worn, damaged or defective in any way, poorly-fitting, or any other

Requests For Information and Responses Page 9 unsatisfactory condition as determined by the Government or the Contractor shall not be used until the chute is refitted with a satisfactory replacement plastic liner. See Amendment No. 0005.

Specification 26 32 15.00 10 Diesel-Generator Set Section 2.11 Emissions is calling for Tier 3 EPA but the listed generator manufacturers provide a Tier 2. Please clarify?

Provide a Tier 3 EPA generator as indicated in the specification. Several manufactures provide them at 300 kW.

Specification 26 32 15.00 10 Diesel-Generator Set Section 2.12.3.1 Battery, is the NiCad Battery System to be provided or can a standard lead acid battery system be provided?

NiCad batteries shall be provided for the Diesel-Generator Set as indicated in the specification.

Please provide specifications and/or drawing details for the Transfer Switch?

No transfer switch is required. Power transfer is achieved via keyed interlock located in the Main Distribution Switchboard as shown on sheet EP601.

On drawing P-702WB DDC System, General, Note 7 indicates "The DDC System shall be capable of data logging this information and reporting to the EMCS." What system is the base using for this EMCS system and does the base have a preferred vendor that maintains and operates the system? Please clarify?

Review Sheet P-704WB.

Amendment 002 added section 33 52 80 Liquid Fuels Pipeline Coating Systems, paragraph

2.1.2 requires the coating manufacturer to certify that the pipe coating system is suitable for immersion in aviation fuel. The AWWA C213 coating is an American Water Works Association specification and the manufacturers that we have found will not provide a certification for immersion in aviation fuel. Please advise if this requirement can be removed from the specification or provide the name of an AWWA C213 coating manufacturer that will comply with this requirement?

Specification 33 52 80 has been deleted by amendment. See Amendment No. 0005.

Would the Government consider maintaining the original carbon steel exterior coating specification, 33 52 43.13,2.14 as the revised interior carbon steel pipe interior coating is a much more expensive system, the coating system costs more, the applicator must be certified for this system and a QP5 inspector be present during application of the field coating at the pipe welds and fittings? Request that the original OD and ID coating specification for the carbon steel pipe (33 52 43.13) be maintained

Section 33 52 43.13 will be revised by amendment to clarify coating requirements.

Paragraph 2.1.1.1 will be reinstated requiring MIL-PRF-4556 for the internal coating of Carbon Steel piping. MIL-PRF-4556 is in the process of being reinstated by the Government. Paragraph 2.1.4 has been updated to allow AWWA C215 for the external coating of Carbon Steel Piping. See Amendment No. 0005.

Requests For Information and Responses Page 10

Amendment 002 changed specification 33 52 43.13, 2.1.4 for the OD coating from AWWA C215 to AWWA C215 Type B. The application of the AWWA C215 Type B coating system to stainless steel pipe will require the coater to deviate from the AWWA specification. Will the Government consider deviations to the AWWA application procedures dictated by the use of the AWWA C215 Type C coating system on stainless steel pipe?

Section 33 52 43.13 will be revised by amendment to clarify coating requirements.

The AWWA C213, Type B Requirement has been removed and paragraph 2.14 has been revised. See Amendment No. 0005.

By amendment 002, specification 32 13 11 paragraph 2.10.2.e, the following was added: A truck mixer may be used either for complete mixing (truck mixed;a.k.a., transit-mixed).

However paragraph 2.10.1.b still requires "The batching and mixing plan to be a stationary-type central mix plant...". If truck mixers are used to completely mix the concrete the concrete batching plant will be a dry mix plant as is available from local concrete producers located off base. Please confirm that a dry batch plant will be acceptable if truck mixers are used as allowed by amendment 002.

Yes. A dry batch plant will be acceptable if truck mixers are used as allowed by Amendment No. 002 and further clarified in Amendment No. 005. Specification paragraph 2.10.1.b has been revised by amendment accordingly. See Amendment No.

0005.

Specification 01 11 05,1.14 states in part, "As outlined in FAR Clause "52.236-14 Availability and Use of Utility Services"...will be charged to the Contractor at prevailing rates prescribed in the FAR...". FAR 52.236-14 is not included in the specifications. Please provide this FAR and the prescribed utility rates to be used for this project

Specification 01 11 05, para 1.14 has been revised by amendment accordingly. See Amendment No. 0005.

This amendment deletes the requirement for an Aluminum roof panel. However, in the revised specs in Section 13 34 19 Page 10 para 1.4.7 it still references Section 07 61 15.00 20

ALUMINUM STANDING SEAM ROOFING

as the required roof system. This should have been revised to 07 61 14.00 20 STEEL STANDING SEAM ROOFING. Section 1.4.6 Roof System still implies "Provide manufacturer's standard trapezoidal-rib standing seam metal roof panels. As specified in Section 07 61 15.00 20 Aluminum Standing Seam Roofing." Clarify the last sentence should be removed from the specifications?

Section 13 34 19 has been revised by amendment to remove the reference to the Aluminum Roofing Spec. See Amendment No. 0005.

By amendment 002, specification 32 13 11 paragraph 2.10.2.e, the following was added: A truck mixer may be used either for complete mixing (truck mixed; a.k.a., transit-mixed).

However paragraph 2.10.1.b still requires "The

Yes. A dry batch plant will be acceptable if truck mixers are used as allowed by Amendment No. 002 and further clarified in Amendment No. 005. Specification paragraph 2.10.1.b has been revised by

Requests For Information and Responses Page 11 batching and mixing plan to be a stationary-type central mix plant...". If truck mixers are used to completely mix the concrete the concrete batching plant will be a dry mix plant as is available from local concrete producers located off base. Please confirm that a dry batch plant will be acceptable if truck mixers are used as allowed by amendment 002.

amendment accordingly. See Amendment No.

0005.

Specification 01 11 05,1.14 states in part, "As outlined in FAR Clause "52.236-14 Availability and Use of Utility Services"...will be charged to the Contractor at prevailing rates prescribed in the FAR...". FAR 52.236-14 is not included in the specifications. Please provide this FAR and the prescribed utility rates to be used for this project.

Specification 01 11 05, para 1.14 has been revised by amendment accordingly. See Amendment No. 0005.

Specification 33 16 15 Water Storage Steel Taks Paragraph 2.1.5.4 Altitude Valve and paragraph 2.1.6 Pressure Gauge addresses equipment that is not shown on the drawings, and could not be used given that the piping enter the tanks form the underside as indicated on sheet SS101 Water Storage Tank Foundation Plan and Details. Paragraph 2.1.5.4 indicates that the valve is used to control tank water level. Please confirm that the prior note items are not utilized, or otherwise clarify.

Sheets P-110WB and P-211WB has been revised by amendment to clarify. Altitude valve will be located in the pumphouse, with sensing lines to the tanks.

What is the intended brand/model number of penthouse on the roof of the pumphouse (sheet A-141 and MH101)? More specifically—what are its dimensions (for the roof opening) and its weight?

Penthouse dimensions are indicated on MH101; roof opening as indicated is 42”x42”.

Weight will be dependent on the brand/model selected by the contractor in conformance with the requirements. The basis of design was a Greenheck WIH, which weighs 131 lbs.

Drawings A-141, A-401, & A-431WB & A- 432WB seem confused with what R-value the rigid insulation is supposed to be in the roofs (some say R-19; some say R-20). Which is actually required?

Requirement is R-19 rigid insulation for both buildings.

Is there a specific gauge/profile deck to be used for the roofs of both proposed buildings (e.g., roof detail at eave, on A-431WB)?

Required gauge/profile for the deck shall be as determined by the pre-engineered metal building designer.

Per note 1 on sheet SB102WB—should we use the section shown on sheet P-210WB to calculate the (plumbing) heights needed for the requested vertical plumbing supports?

Required heights are shown on P-110WB, P- 111WB and P-210WB. Heights for other piping/equipment not specifically called out can be set by scale or as necessary in the field.

What is the purpose of the “pourable sealant” shown in roof cap detail on sheet A-721 in dwgs?

Sealant is to seal the air terminal base, as required by the air terminal or roofing manufacturer.

Per sheet S-001 in dwgs—the internal pressure coefficients of the metal building system are shown to be +/- 0.55. What factors or

The pump shelter is classified as enclosed building to the definitions for open and partially enclosed in Section 26.2 of ASCE 7-

Requests For Information and Responses Page 12 conditions are anticipated for these coefficients? Or will the coefficients used for the control room (+/- 0.18) be sufficient?

10. The designer chose to be conservative and assume that the pump shelter is partially enclosed due to the importance of the structure and unpredictable effects that the masonry control room will have on the wind loads. The metal building system designer shall utilize +/- 0.55 as indicated on S-001.

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2 - DIVISION 00 - 23

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 05 DOVER AFB GENERAL REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 32 10 SURVEY REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40 DOVER AFB HAZARDOUS MATERIALS USAGE

01 35 53 ANTITERRORISM/OPERATIONS SECURITY (AT/OPSEC)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 10 DOVER AFB SITE MANAGEMENT

01 57 25 DOVER AFB ADDITIONAL ENVIRONMENTAL PROTECTION REQUIREMENTS

01 58 00 PROJECT IDENTIFICATION

01 62 00 DOVER AFB AFFIRMATIVE PROCUREMENT

01 74 19 DOVER AFB CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR AVIATION FUEL

SYSTEMS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 59 10 ROLLING COVER FOR AVIATION REFUELING VAULTS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 51 13 BUILT-UP ASPHALT ROOFING

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 51 23 STEEL WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

09 97 13.15 LOW VOC POLYSULFIDE INTERIOR COATING OF WELDED STEEL

PETROLEUM FUEL TANKS

09 97 13.16 INTERIOR COATING OF WELDED STEEL WATER TANKS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS (PUMPHOUSE AND FIRE WATER

PUMPHOUSE)

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 23 00 REFRIGERANT PIPING

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR

OUTPUT)

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 82 46.00 40 ELECTRIC UNIT HEATERS

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 2

VOLUME 2 OF 2 - DIVISION 26 - 43

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION WITH ARC FLASH HAZARD

STUDY

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 42 17.00 10 CATHODIC PROTECTION SYSTEM (IMPRESSED CURRENT)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 25 10 DOVER AFB SEDIMENT AND EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 10 AGGREGATE DRAINAGE LAYER

32 11 16 BASE COURSE FOR RIGID AND SUBBASE COURSE

32 11 23 DENSE GRADED AGGREGATE

32 12 10 BITUMINOUS TACK COAT

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

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

32 13 15.20 CONCRETE PAVEMENT FOR CONTAINMENT DIKES

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 24.00 10 PAVEMENT MARKINGS

32 31 13.53 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 01 50.01 CLEANING FUEL STORAGE TANKS

33 08 53 AVIATION FUEL DISTRIBUTION SYSTEM START-UP

33 09 53 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

33 11 00 WATER DISTRIBUTION

33 16 15 WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERS

PROJECT TABLE OF CONTENTS Page 3

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 34 00 FORCE MAINS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE SYSTEM

33 52 43.11 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.13 AVIATION FUEL PIPING

33 52 43.14 AVIATION FUEL CONTROL VALVES

33 52 43.23 AVIATION FUEL PUMPS

33 52 43.28 FILTER SEPARATOR, AVIATION FUELING SYSTEM

33 56 13.13 STEEL TANKS WITH FIXED ROOFS

33 56 13.15 UNDERTANK INTERSTITIAL SPACE

33 56 19 FUEL IMPERMEABLE LINER SYSTEM

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.24 BRIDGE CRANES, OVERHEAD HAND OPERATED, UNDER RUNNING

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 21 13 PUMPS: WATER, CENTRIFUGAL

43 21 29 FLOW MEASURING EQUIPMENT POTABLE WATER

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

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