P15PS01390_Amendment_0005_Q As.pdf

Solicitation P15PS01390 Questions and NPS Responses

No.

Date of

Question Question Response Response Issued

1 7/15/2015 Is there a project labor agreement? No. Davis Bacon Act wage determinations. 7/23/2015

2 7/15/2015 The NPS has a unilateral right to add options, wouldn’t that stretch the schedule?

When the base phase 2A is awarded, the NPS will elect to exercise the 2A options at that time. There are four options under this phase. The NPS may elect between zero to four of these options for this fiscal year 2015 award. The construction time period for the 2A base and any elected 2A options is 365 days.

During this 365 day construction period, NPS may elect to exercise the option of 2B base and any of the seven 2B options. If this option is exercised, the contract will be extended an additional 365 days from the contract completion date of phase 2A and 2A options. Please Note:

any 2A options not elected in fiscal year 2015, may be exercised in fiscal 2016.

7/23/2015

3 7/15/2015 Is there a limit where the government will exercise options and potentially jeopardize the schedule?

See above 7/23/2015

4 7/15/2015 Is there a registration for small businesses?

See SBA and the NACIS. We also accept self-certified small businesses in NACIS where small businesses have annual revenues under 33.5 million. A small business participation plan is required.

7/23/2015

5 7/15/2015 Do materials suppliers count as a small business?

Yes, if they are a direct sub-contractor. This is true for materials, services, etc.

Subcontractors to another subcontractor do not qualify.

7/23/2015

6 7/15/2015 How does the CP wiring run from the water table to the rectifier boxes on the roof? In conduit?

Refer to the parapet details in the construction documents. 7/23/2015

7 7/15/2015 Are there restrictions for night time work?

A. A contractor for a past projects started at 5am and performed loud impact work from 5-9. Refer to the noise requirements in the project specifications. A previous contractor chose to work at night.

7/23/2015

8 7/15/2015 If work happens at night, are there additional costs?

A construction management representative (CMR) must be at the site whenever the contractor works on-site.

7/23/2015

9 7/15/2015 Is attendance at this kick off meeting mandatory? No. The meeting minutes and the sign-in sheet will be posted in the amendment. 7/23/2015

10 7/15/2015 The two drawing sets were slightly differently. There are two sets of documents. One for 2A and one for 2B. 7/23/2015

11 7/15/2015 Is Alcatraz Cruises a concessioner to the island? Contact firms directly for costs. 7/23/2015

12 7/15/2015 How long is the site visit? Plan on 2 hours for the tour. 7/23/2015

13 7/15/2015 Are there any active jobs at the site? There could be and there are requirements to coordinate with other project(s). 7/23/2015

14 7/15/2015 Are there wind advisories that affect ferries?

Not very often. If a boat can't safely dock due to NE winds, we will close. This is not normal at all.

7/23/2015

15 7/15/2015 Do you show in the documentation how you will weigh your scoring? No. The factors are listed in descending order of importance. 7/23/2015

GOGA 149950

16 7/24/2015

Please provide the following documents referenced in the RFP: a.

“Summary Report: Bulk Asbestos, Lead-Based Paint and Hazardous Materials Survey, Alcatraz Cellhouse, Golden Gate National Recreation Area, San Francisco, California” June 15, 2010, SCA Environmental, Inc. b. “Summary Report: Bulk Asbestos, Lead-Based Paint and Hazardous Materials Survey, Alcatraz Cellhouse, Citadel Level, Golden Gate National Recreation Area, San Francisco, California” December 13, 2010, SCA Environmental, Inc.

c. National Park Service. October 2, 2001. Alcatraz Island Historic Preservation and Safety Construction Environmental Impact Statement. d.

National Park Service. September 15, 2001. Golden Gate National Recreation Area Standard Operation Procedure 609: Vehicle Use on Alcatraz. e. “Cultural Landscape Report, Alcatraz Island National Historic Landmark” December 2010, Mundus Bishop, Landscape Architecture and Planning. e. “Cultural Landscape Report, Alcatraz Island National Historic Landmark” December 2010, Mundus Bishop, Landscape Architecture and Planning.

See Attachments 8/4/2015

17 7/24/2015 Please provide a listing of contractors currently working on Alcatraz Island and provide information on their scope of work (location of project and start and end dates of their activities).

Currently, the only contractors working on Alcatraz other are Alcatraz Island Services (a service contract covered in the spec) and the Sallyport contractor who is completing a punchlist and will be off the island before award of GOGA 149952A,D and E contract.

Three contracts are currently out to bid subject successful negotiation and award.

Pending Projects (period of performance dates are estimated):

Quartermaster Warehouse Seismic Stabilization and Façade Preservation - Estimated Construction, Sept 2015 – June 2016 Other projects this year include fencing repair and replacement at the Dock (Aug - Sept 2015), and Model Industries Yard; Dock Guard Tower repainting warranty work (Aug - Nov 2015);

Netting installation on the east side of the Cellhouse - Hospital Wing (Oct - Nov 2015);

West Road - Phase II, Cliff stabilization (Oct 2015- Feb 2016)

8/4/2015

18 7/28/2015

Spec. section 00 31 26 paragraph 1.2 item A. 1, 2 and 3 lists additional hazardous materials survey reports. Will copies of the hazardous materials reports in paragraph A items 1, 2, and 3 be made available to the bidding contractors? Please provide copies of the reports prepared by SCA Environmental, RGA Environmental and Cal, Inc.for our review and reference.

See Attachments 8/4/2015

19 7/28/2015

How does WJE propose wiring be routed to the rectifier(s) located on the roof parapet?

Connection boxes are shown at the water table; slots are shown from the window jambs down to the water table; but no locations are shown for routing conduit from the water table to the roof.

The conduit should be routed over top of parapet and secured to the inside face of the parapet.

8/12/2015

20 7/28/2015 Reference sheets: S512-S515; What material is the downspout embedded in the pilaster, and what is the diameter?

The downspout is iron, the diameter is approximately 5 inches 8/12/2015

21 7/28/2015

Sheets A504 and A505 Glass block repair details indicate removal of the entire perimeter of the existing embedded steel window frame remnants. Sheets S206, S207, S208, and S209: Concrete repair elevations show partial (not full perimeter) window jamb/head repairs. Sheets: S227, S228, S229, and S512: ICCP drawings indicate protection of entire jamb and head. Is it the intent of the designer to leave partial remnants of the existing steel window frame in areas not shown to be repaired on the elevations, and connect these fragments to an ICCP system, or is the entire steel window frame to be removed? Please clarify.

For window repair type 6 the entire embedded frame is to be removed, and ICCP is not required.

For window repair type 5, where portions of the embedded frame are exposed during concrete patching work or window repair work they should be removed, and ICCP will be required for the remaining embedded portions of the frame.

8/12/2015

22 7/28/2015 Sheet S502: If window jambs and heads are to be repaired as shown with new reinforcing and dowels installed at the perimeter, is it the intent of the designers for the ICCP system to protect both the new and existing perimeter reinforcing?

Yes, the new reinforcing should also be protected. 8/12/2015

23 7/28/2015 Has any testing been conducted to verify electrical continuity between the wall reinforcing and the encapsulated roof drains or steel window frames? If so, please provide report or results.

Testing has not been done between the drains and wall reinforcing not between the window frames and the wall reinforcing.

8/12/2015

24 7/28/2015

Section 03 01 30.77 Impressed Cathodic Protection System paragraph 2.1 item B: This section establishes that the system manufacturer shall be responsible for the design of the cathodic protection system. Further, it establishes that the design shall be performed by a NACE Corrosion Specialist or a Professional Engineer.

Does the specific design of the cathodic protection system require calculations and drawings stamped by a Professional Engineer licensed in California? Is a NACE Corrosion Specialist authorized to perform engineering design in the Sate of California?

Can the licensing requirement be dispensed by the NPS? Can a NACE Cathodic Protection Specialist perform the cathodic protection engineering design?

The intent of the requirement is to have a professional with specific experience in design and installation of ICCP systems used to protect metals embedded in concrete to perform the design of the system.

8/12/2015

25 7/28/2015

Section 03 01 30.77 Impressed Cathodic Protection System paragraph 3.2 Electrical Continuity Testing and Corrections: This section establishes that electrical continuity will be tested at all repair areas after excavation. Are these tests to be performed in the vicinity of the ICCP installation only? How far out away from the ICCP anode must we test for electrical continuity?

The intent of the continuity testing is to insure that all near-surface metal in the areas to receive ICCP (the pilasters and the window frames) is protected.

8/12/2015

26 7/28/2015

Section 03 01 30.77 Impressed Cathodic Protection System paragraph 3.2 Electrical Continuity Testing and Corrections: This section establishes that electrical continuity will be tested at all repair areas after excavation. No procedure or instructions are given for performing electrical continuity corrections. Will NPS provide a procedure (welding, brazing, mechanical connection, tie wire) or are any of the listed options acceptable?

If this condition arises during construction, it will be dealt with in the RFI process with a contract modification if required.

8/4/2015

27 7/28/2015

The drawings and specification establishes the location for the rectifier / power supply on the roof. Will NPS make AC power available at this location? Will the designer of the ICCP system be required to provide an electrical design for AC power to the rectifier? If so, does this design have to be performed by a licensed electrical engineer?

They sytsem will tie into the existing building power. The ICCP designer will need to provide the electrical design from the power sourse to the rectifier. The design will need to be performed by a lisenced engineer in the state of California.

8/12/2015

28 7/28/2015

It is our understanding that all power on Alcatraz Island is derived from solar power.

The ICCP system design requires knowledge about the source of power (batteries, etc.)

and capacity. Can NPS provide detailed information about the nearest location of electrical panels, and maximum voltage and amperage available?

This information will be provided to the chosen contractor. The power is sufficient for the system.

8/12/2015

29 7/28/2015

Section 03 01 30.75 Embedded Galvanic Anodes Part 2 Products paragraph 2.1 item B:

This section establishes the requirements for galvanic anode equals. We are submitting the following information for NPS to consider allowing an effective and superior performing substitution.

The information received on the proposed "equal" was not received two weeks prior to project bid due date per the referenced specification. Also, the submitted product is not manufactured in the United States per the Buy American Act and is not acceptable.

8/4/2015

30 7/29/2015 Section 00 31 26 Existing Hazardous Materials Information Paragraph 1.3 B item 5: Is remediation of surface soils required at the Celhouse drip line?

All hazardous material reports are attached. 8/4/2015

31 7/29/2015 Paragraph 1.3 B item 7: Is stabilization of all loose and peeling interior paints throughout the building to be included in the abatement scope of work?

Abatement only occurs in the areas directly adjacent to and affected by the project scope.

8/4/2015

32 7/29/2015

Paragraph 1.3 Paragraph C Other Hazards: a.

Item 1: Are all interior fluorescent fixtures and ballasts to be removed as part of the abatement scope?

b. Item 4 b: What is the scope of work with respect to cleanup of seagull, pigeon, or animal waste?

c. Item 5: What is the extent of mold remediation?

Abatement only occurs in the areas directly adjacent to and affected by the project scope.

8/4/2015

33 7/29/2015 Section 01 11 00 – Summary of Work paragraph 1.9 Work Restrictions; items 3a and 3b list noisy work: is there a sound decibel threshold level that would require installation of the sound barrier?

Refer to specification section 01 57 19.12 Noise & Accoustics Management 8/4/2015

34 7/29/2015 What is considered an approved sound barrier? Please provide details and/or descriptions of an approved sound barrier?

This is considered "Means and Methods" and will be submitted for approval. 8/4/2015

35 7/29/2015

Section 02 26 00 – Asbestos and Lead Work Plan paragraph 1.1 Summary of Work:

a. 4th paragraph down: What is meant by scraping and “complete abatement” of exterior paints? Are all surfaces to be scraped to bare concrete? b. Is the Abatement Contractor required to provide third party Industrial Hygiene Consulting Services?

a. Abatement shall be per standards listed in specifications. All hazardous materials shall be complete removed from the site and Island. B. Contractor is responsible for providing Industrial Hygiene Consultants

8/12/2015

36 7/29/2015

Section 02 82 33 – Removal and Disposal of Asbestos Containing Materials paragraph

1.1 item B 3: Cleanup pf damaged ACM uncovered during repairs. For bidding purposes: What types and quantities should the Abatement Contractor assume for cleanup of damaged ACM uncovered during repairs?

Unknown at this time. If uncovered, it will be considered an unforseen condition and dealt with in a contract modification.

8/12/2015

37 7/29/2015 Section 02 82 33 – Removal and Disposal of Asbestos Containing Materials paragraph

3.2 item A 3: What is an acceptable site security measure to assure that no member of the public is able to gain access to the asbestos work area?

This is considered "Means and Methods" and will be submitted for approval. 8/4/2015

38 7/29/2015 Will all of the existing jail bars be removed to enable all of the repair work both interior and exterior?

Unless otherwise specified in the drawings and specifications, items are not to be removed.

8/4/2015

39 7/29/2015 Will the existing paint be removed and reapplied on all windows in each option? Specifics for each window is shown on the drawings. 8/4/2015

40 7/29/2015 If the paint removal process loosens or knocks off additional putty will all of that re-putty work be added to our contract?

This will be dealt with during construction if the situation arises as an RFI and a modification will be issue if warranted.

8/4/2015

41 7/29/2015 If the paint removal process cracks or breaks additional panes of glass will that be added to our contract?

This will be dealt with during construction if the situation arises as an RFI and a modification will be issue if warranted.

8/4/2015

42 7/29/2015 The initial pricing will include the 114 broken panes only as listed in the contract documents. Is this correct?

Yes 8/12/2015

43 7/29/2015 Does the list of cracked glass panes include the lites in front of the glued on Lexan plastic panels?

Yes 8/12/2015

44 7/29/2015 If portions of the steel windows are missing or completely rusted through, how are we to proceed with the re-glazing?

This will be dealt with during construction if the situation arises as an RFI and a modification will be issue if warranted.

8/4/2015

45 7/29/2015 There are a number of missing (rusted out) sills on the west side of the 2A base quote.

These are not mentioned in the Type 2 repair. Will those conditions be hidden by the new storm windows?

This will be dealt with during construction if the situation arises as an RFI and a modification will be issue if warranted.

8/4/2015

46 7/29/2015 If the existing awning windows (operable sash – similar to 5/A501) are damaged beyond repair, what is the procedure to move forward?

This will be dealt with during construction if the situation arises as an RFI and a modification will be issue if warranted.

8/4/2015

47 7/29/2015 The way we have interpreted Repair Type 3, we counted only four (4) new steel windows for the entire project. Is that correct?

Yes 8/12/2015

48 7/29/2015 Is the silicone putty spec for these new windows only?

The question does not provide sufficient detail to provide an adequate answer. Provide drawing, detail or specification number

8/4/2015

49 7/29/2015 At the sill repair in Type 2 Sill Repair A, are the new pans stainless steel or galvanized? Stainless 8/12/2015

50 7/29/2015 In the sill repair work above, does the rusted lower portion of the vertical muntins get replaced with a standard steel T-bar?

The profile should match the existing. 8/12/2015

51 7/29/2015 In the sill repair Type B, who cuts the window flange off and why is this being done at all? Please advise.

The contractor is responsible. 8/12/2015

52 7/29/2015 Would new windows be considered as the answer to any of the above questions? No, this is a historic structure. 8/4/2015

53 7/29/2015 STORM WINDOWS: Section 08 51 13 paragraph 1.3 item B 2: Is the 50 PSF design spec for the Type 1 Storm Windows correct?

Yes 8/12/2015

54 7/29/2015 The specified aluminum framing for the storm windows is only designed for 15 to 20 PSF. Should we seek stronger framing? Please advise.

No, all frame members are secured to the concrete, the specified size is adequate. 8/12/2015

55 7/29/2015 Detail 2/A506: How do we anchor the storm windows where the distance from the exterior building edge back to the existing steel window is only two (2) inches? The old concrete is already crumbling in most of those areas?

Anchor per details shown, where concrete is deteriorated it will be patched. 8/12/2015

56 7/29/2015 Detail 2/A506 section A:What is the foam tape detail for at the storm window framing cross section?

The foam tape is a compressible, self adhering glazing tape intended to seal between the aluminum window frame and the concrete substrate. Graphically the detail should show the tape between the frame and the concrete.

8/12/2015

57 7/29/2015 Bullet Resistant Glass and Doors: How many doors need the new bullet proof glass? It is not clear on the plans.

Note 6 on sheets A509 - A511 show the locations. 8/12/2015

58 7/29/2015 Does the bullet resistant glass make-up matter? Please provide manufacturer/product specifications for bullet resistant glass desired?

The intent is to use the lowest rating of ballistic glass. 8/12/2015

59 7/29/2015

Sheet A507: What is expected for repairs on the existing exterior bar gratings on the North Elevation of the Cellhouse?. The vertical round ribbed prison bars and flat bars are available should the Owner decide to make new ones and not repair the existing gratings. There are not details other than to remove and preserve for reinstallation.

Please advise on repairs of exterior bar gratings on the North Elevation of the Cellhouse.

These are to be removed and replaced. This is a historic structure and these are to be preserved and reinstalled.

8/4/2015

60 7/29/2015 Elastomeric coating requires a 10 year warranty but only sections of the vertical wall are being coated. Manufacturers will have to design a termination detail or the whole wall will have to be coated in order to provide a warranty, please advise.

The question does not provide sufficient detail to provide an adequate answer. Provide drawing, detail or specification number

8/4/2015

61 7/29/2015 Framed to concrete sealant is specified as silicone but the elastomeric is specified as acrylic. Acrylic elastomeric will not bond to silicone, please advise.

The question does not provide sufficient detail to provide an adequate answer. Provide drawing, detail or specification number

8/4/2015

62 7/30/2015

Reference Drawings 2A-A106 and 2B-A106. Please confirm that only the historic light brackets within the areas of Phases/Options awarded are to be removed, repaired and repainted, and that those outside the bounds of awarded work shall remain untouched.

This project is only for the areas indicated on the contract drawings. 8/4/2015

63 7/30/2015 There are no details or repair sequencing for Window Repair Type 4 – Stabilize (E) HM Window. Please provide further information on this repair type.

The intent for these windows is a "tune-up" repair consisting of reglazing, tuning up operability, sealing perimeter, etc.

64 7/30/2015

Window ID 104 requires Repair Type 6 per sheet 2A-A603. This sheet also notes that there are 41 cracked lites in window 104. Outline of repair procedure for Repair Type 6 shown on Sheet 2A-A505 requires the replacement of 30 units per window. Are only 30 of the 41 cracked blocks to be replaced, or should all of them be replaced?

The design intent is to salvage and reuse as many of the existing glass block units as possible.

8/12/2015

65 7/30/2015 Multiple doors, windows, and other details throughout the drawing packages are identified as N.I.C. Please confirm that any and all details labeled as such are not part of this project.

NIC - Not in Contract 8/4/2015

66 7/30/2015 Sheet 2A-A510 shows Door D99 as N.I.C. This door is within the area of work under Phase 2A Option 3. Please confirm that the repair of this door is not part of this project despite being within the boundary of one of the Option work areas.

NIC - Not in Contract 8/4/2015

67 7/30/2015 Sheet 2A-A510 shows Door D18 as N.I.C. This door is within the area of work under Phase 2A Base. Please confirm that the repair of this door is not part of this project despite being within the boundary of the Base Bid work area.

NIC - Not in Contract 8/4/2015

68 7/30/2015 Please confirm the Sill repair at Door D22 as shown on Detail 3/A511 is not part of this project.

Door 22 in NIC 8/4/2015

69 7/30/2015 Please confirm that the scope identified in 01 27 00 as “General Repairs” shall be allocated to specific Phase/Option by location, i.e. windows located in Phase 2A Option 1 area should be priced in Phase 2A Option 1 under the General Items lump sum.

Options are for sections of the building as shown on the contract drawings and include all work indicated withing that section.

8/4/2015

70 7/30/2015 Notes on Sheets 2A-S219 and 2A-S221 refer to the exterior elevation for vent repair.

The exterior elevations do not identify vent repairs for these areas. Should the vents be repaired, and if so, which detail should be followed?

The vents slated for repair per sheet S506 are typically located in the cellhouse portion of the structure. If the exterior elevations do not show vents then no vent repairs are required.

8/12/2015

71 7/30/2015 Notes on Sheet 2B-S215 refer to exterior elevations for vent repair. The exterior elevations do not identify vent repairs for these areas. Should the vents be repaired, and if so, which detail should be followed?

The vents slated for repair per sheet S506 are typically located in the cellhouse portion of the structure. If the exterior elevations do not show vents then no vent repairs are required.

8/12/2015

72 7/30/2015 Notes on Sheet 2A-S220 refer to exterior elevations for vent repair. The exterior elevation requires vent removal and infill with concrete. Should these vents be repaired or removed and filled with concrete?

The vents slated for repair per sheet S506 are typically located in the cellhouse portion of the structure. If the exterior elevations do not show vents then no vent repairs are required.

8/12/2015

73 7/30/2015 Please confirm that parapet roofing replacements per the details on sheet S511 are only to be completed in the areas related to the awarded Phases/Options.

Options are for sections of the building as shown on the contract drawings and include all work indicated withing that section.

8/4/2015

74 7/30/2015 Location(s) of existing asbestos-containing VCT is not shown on the plans. Please provide this information so that the extent of the removal/abatement can be quantified.

The information is shown in the “Summary Report: Bulk Asbestos, Lead-Based Paint and Hazardous Materials Survey, Alcatraz Cellhouse, Golden Gate National Recreation Area, San Francisco, California” June 15, 2010, SCA Environmental, Inc. and “Summary Report: Bulk Asbestos, Lead-Based Paint and Hazardous Materials Survey, Alcatraz Cellhouse, Citadel Level, Golden Gate National Recreation Area, San Francisco, California” December 13, 2010, SCA Environmental, Inc.

75 7/30/2015

Per the Window repair schedules, only a small percentage of interior and exterior window security bars are required to be removed, refurbished and installed. Please confirm that all other existing interior and exterior window security bars are to remain untouched.

Proposals should include only those items indicated to be repaired as shown on the contract drawings.

8/4/2015

76 7/30/2015 Is it a requirement to remove and reapply new paint to all windows within each awarded work area, regardless of whether a repair is also required on the window?

Only for Window Repair Type 2 Where storm windows are being installed the intent is to stabilize the existing windows only by removing cracked glass and loose paint & putty and spot coating exposed steel.

8/12/2015

77 7/30/2015

If paint removal on all windows is required, and removal operations damage glazing putty or crack glass panes that do not otherwise require repair, will that additional glazing putty or glass replacement be considered as additional work under a contract modification?

8/4/2015

78 7/30/2015 Pricing will only include replacement of the broken glass panes identified in the window schedules. Please confirm this is correct.

Proposals should include only those items indicated to be repaired as shown on the contract drawings.

8/4/2015

79 7/30/2015 Do the cracked glass lites quantified on the window schedules include the lites on front of the glued on Lexan plastic panels?

Duplicate question, See respones above 8/12/2015

80 7/30/2015 If portions of the steel windows are missing or completely rusted through, how should the re-glazing proceed?

For window repair type 1, new storm windows, removed cracked glass does not to be reglazed.

8/12/2015

81 7/30/2015 There appear to be a number of missing (rusted out) sills on the west side of Phase 2A Base area, which are not listed as a Type 2 repair. Will these conditions simply be hid behind new storm windows?

Yes 8/12/2015

82 7/30/2015 If the existing vents are damaged beyond repair, Please clarify what is the procedure to move forward.

This will be dealt with during construction if the situation arises as an RFI and a modification will be issue if warranted.

8/4/2015

83 7/30/2015 Is the silicone Sealant ES-1 specified for the new windows only? No, also steel windows per Section 08-80-00. 8/12/2015

84 7/30/2015 Do the rusted lower portions of the vertical muntins get replaced with a standard steel T-bar as part of Sill Repair Type A?

Duplicate question, See respones above 8/12/2015

85 7/30/2015 What is the reason for removing the bottom flange of the window as part of Sill Repair Type B?

The intent is to reduce potential for future corrosion and concrete spalling. 8/12/2015

86 7/30/2015 Would new windows in lieu of extensive repair of heavily damaged existing windows be considered as an alternative?

No. This is a historic structure and the historic fabric is to be saved. 8/4/2015

87 7/30/2015 Reference Storm Window specifications – is the 50 psf design specification for Type 1 Storm Windows correct?

Duplicate question, See respones above 8/12/2015

88 7/30/2015 The specified aluminum framing for the storm windows is only designed for 15-20 psf.

Please confirm that this is adequate.

Duplicate question, See respones above 8/12/2015

89 7/30/2015 In several instances, the existing steel windows are only set back a couple of inches from the face of the building. Where this occurs and a storm window is required, how should the storm window be anchored?

Duplicate question, See respones above 8/12/2015

90 7/30/2015 What is the purpose of the foam tape detailed at the storm window framing sections? Duplicate question, See respones above 8/12/2015

91 7/30/2015 Please provide product requirement/specification to detail the makeup of the Bullet Resistant Glass for the doors.

Duplicate question, See respones above 8/12/2015

92 7/30/2015 Section 00 31 26 Existing Hazardous Materials Information, paragraph 1.2 A. Lists hazardous materials reports prepared by SCA Environmental, RGA Environmental, & Cal- Inc. Please provide all three reports

Hazmat reports provided in Amendment #2 8/4/2015

93 7/30/2015

SECTION 02 82 33 – REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS,

1.1 SUMMARY, B. 3. What types & quantities should the abatement contractor assume for cleanup of damaged ACM uncovered during repairs, for bidding purposes?

Duplicate question, See respones above 8/4/2015

94 7/30/2015

SECTION 02 82 33 – REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS,

1.1 SUMMARY, 1.6 TIME LIMITATION AND DELAY CHARGES A. How much time is allotted for the abatement scope of work per the contract schedule?

The schedule is "Means and Methods". 8/4/2015

95 7/30/2015 Elastomeric coating requires a 10 year warranty but only sections of the vertical wall are being coated. Manufactures will have to design termination details or the whole wall will have to be coated in order to warranty, please advise?

Warranty provisions can be developed to address the vertical "joint" between the new coating and the existing coating.

8/12/2015

96 7/30/2015 Frame to concrete sealant is specified as silicone but the elastomeric is specified as acrylic. Acrylic elastomeric will not bond to silicone, please advise?

The intent is for the sealant to be a custom color to match the color of the wall coating and to bond to the concrete substrate. The wall coating is not intended to be applied over the sealant.

8/12/2015

97 7/30/2015 Due to vast number of subcontractor questions and complexity of this work we request a 2 week extension to the bid due date.

Per Amendment #2, the proposal due date is hereby extended from 8/10/2015 at 2:00 p.m. to 8/19/2015 at 2:00 p.m.

8/4/2015

98 7/30/2015 The professional opinion of numerous window contractors after performing a site visit are describing the existing widows condition to be beyond repair and suggest they should be replaced with new. Please advise.

This is a historic structure and the historic fabric is to be saved. 8/4/2015

99 7/30/2015

Permits Required for Alcatraz (Permits and Responsibilities page 115 of 156 and Permit Requirements Division 01 31 00-2) – Based on the NPS experience on Alcatraz Island please provide a listing of any city, county, state or federal construction and/or environmental permits required.

The only permits required is a "hot work" permit for welding which will be provided by NPS and any hazmat permitting required by the State of California for the disposal of hazardous materials. All other permits are not required.

8/4/2015

100 7/30/2015

Please clarify the annual revenue requirements for determination of small businesses.

Meeting minutes distributed in Amendment 1 (response to question 4) notes $33.5 million. Specification reference 52.219.28 Post Award Small Business Representation notes Specialty Trade Contractors as small businesses at $15 million.

This procurement has been classified under North American Industry Classification System (NAICS) Code of 238140, Masonry Contractors, Average Annual Receipts over the past three years of $15M. If you have any other questions concerning size standards, contact a Size Specialist at your nearest SBA Government Contracting Area Office (list at the end of this table), or contact the Office of Size Standards by email at sizestandards@sba.gov or by phone at (202) 205-6618.

https://www.sba.gov/sites/default/files/files/Size_Standards_Table.pdf

8/12/2015

101 7/30/2015 Please confirm that the Alcatraz Cellhouse project is not located within a HUBzone for small business concerns.

Alcatraz Island is located in San Francisco County which is a Metropolitian County, and therefore not HUBZone qualified by county. HUBZone maps and information may be found at: https://www.sba.gov/content/hubzone-maps

102 7/30/2015

Please clarify Subcontractor listing requirements for this project. Are we to list the subcontractor we are using for the work on this project in the Proposal Submission Package General Reference Section (page 11 of the GOGA_199952 pdf file)?. What is the subcontractor listing requirement, are we required to list subcontractors with work greater than 1.5% of the total project value or some other value?

Goals, expressed in terms of percentages of total planned subcontracting dollars, for the use of small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns as subcontractors. The offeror shall include all sub-contracts that contribute to contract performance, and may include a proportionate share of products and services that are normally allocated as indirect costs. Small Business Participation Plan - List the supplies and/or services to be subcontracted and the corresponding socio-economic status of the businesses projected to receive these subcontracts. Complete the spreadsheet included in the Proposal Submission Package. Also, explain and provide supporting documentation regarding the level of SB commitments to use SB concerns (for example, what types of commitments, if any, are in place for this specific acquisition as a SB prime and/or written contract, verbal, enforceable, non-enforceable, joint venturing, mentor-protege, etc.

8/12/2015

103 7/30/2015 For the proposal submission package can we submit only the base pricing for the Phase 2A on August 10th and follow up with the remaining phases within 24 or 48 hours? Is this acceptable?

All pricing must be submitted by the proposal due date. 8/12/2015

104 8/7/2015

Reference Drawing Sheet G101 – Under the Heading “ADDITIONAL RESTRICTIONS DURING BIRD BREEDING SEASON” the 4th note Subheaded “WEST SIDE WALLS OF CELLHOUSE AND ADMINISTRATION WING” notes that “all repair work, including mobilization and demobilization, to be performed outside of bird breeding season.”

The Bird breeding season is noted in several places, including on this same sheet, as occurring between “approximately February 1 and September 1.” The entirety of the work under Phase 2B, including Base and all Options, is within the west side walls of the Cellhouse and Administration Wing. If none of the exterior work can be done during the 7 month bird breeding season, please consider extending the 365-day duration for Phase 2B.

Scaffolding for Phase 2B can start August 15, 2015 and must be complete by May 5, 2016.

8/12/2015

105 8/7/2015

Specification Section 01 50 00 Paragraph 3.4.I indicates that the NPS will mount photo murals to temporary barricades and partitions. Will these murals be adhered to the barricades or framed and mounted? If adhered, please identify the level of finish required on the temporary barricades to accommodate the murals.

This work is not part of this contract. 8/12/2015

106 8/7/2015

Specification Section 01 11 00 Paragraph 1.10.C.6 notes that “Exterior work on the west side of the cellhouse (see drawings) is not permitted during the bird breeding season.” As the majority of Phase 2B takes place on the west side of the cellhouse, please consider extending the 365-day duration for Phase 2B.

Scaffolding for Phase 2B can start August 15, 2015 and must be complete by May 5, 2016.

107 8/7/2015

Specification Section 01 50 00 Paragraph 3.4.K requires floor-to-ceiling dustproof partitions. Subparagraphs 3.4.K.1 and 3.4.K.2 provide options for either GWB/Fire retardant plywood or 3-mil polyethylene sheeting, at the discretion of the CO. Please specifically identify the areas that will require GWB/fire-retardant plywood walls as well as those that will only require 3-mil polyethylene.

All areas. 8/12/2015

108 8/7/2015

Q&A response #30, received with Amendment 2 does not provide a clear answer. The hazardous materials reports included with Amendment 2 do not specify what is specifically required to be abated as is implied by the response. Please indicate whether soil at the dripline must be remediated, and if so, to what extent?

Soil at the dripline doesn not have to be remediated. 8/12/2015

109 8/7/2015 Specification Section 01 50 00 Paragraph 3.1.C requires CO approval prior to attaching materials to existing construction. Please confirm that scaffolding can be secured to the building as required to make it safe.

Scaffolding shall not be secured to the building. 8/12/2015

110 8/18/2015

There is a question regarding the pilaster strengthening details on S513-S515. The pilasters are removed and replaced on the exterior of the building façade but a significant amount of work will be required on the interior spaces to install the structural reinforcement. There are eight specific details on the plans for these interior modifications but it is unclear where those details are applied. On S513 there is a typical elevation for the exterior that shows several of the details being applied but a typical detail does not apply to the interior spaces as the conditions vary throughout the interior.

The interior elevations indicate pilaster strengthening repair, but they do not indicate where the specific details apply, they only reference the typical detail on S513. Is there a specific location in the drawings that shows section note details to indicate the exact detail that should be applied, or is it expected that the contactor infer what detail applies based on the interior elevations?

The pilaster details show interior finishes and interior conditions, such as cross beams and cross walls. The Contractor will need to read the interior elevations and apply the pilaster details shown where the interior finishes and conditions shown in the details exist. For example: Tile must be repaired where there is tile, plaster finishes where there are plaster finishes, a flat wall where the wall is flat, a cross wall where there is a cross wall, a cross beam where there is a cross beam.

8/19/2015

Sheet1