Attachment_11A_Questions_and_Answers_2_0003.pdf

United States Department of the Interior

BUREAU OF LAND MANAGEMENT

National Operations Center Building 85, Denver Federal Center

P.O. Box 2547 https://www.blm.gov

140L0624R0026 Sloan Canyon Contact Station

Questions and Answers #2

Revised answer from Amendment 1 Questions and Answers #1

22. Q: Sheet L102 Materials Legend 03-09 Geology Retaining Wall states, "See Arch". Sheet L203 depicts Geology Wall Elevation. The Geology Wall is not shown or referenced in the architectural drawings. A/E, please provide details for the Geology Wall.

A: The reference to “See Arch” should read “See Structural”. Specifically, the structural detail for the “geology wall” is 5/S501.

Questions and Answers #2

1. Q: Please iden�fy what the shade structure looks like (components of the shade structure) over the Amphitheater.

A: Amphitheater is to follow the detail for the Trail Head Shade Structure shown on 4/A 052.

2. Q: Please confirm that the water service design is solely for the domes�c water and does not include the fire water including, but not limited to, the tank, pump, hydrants, fire suppression system, etc.

A: The water service design is solely for the domestic water and does NOT include the fire water including, but not limited to, the tank, pump, hydrants, fire suppression system, etc.

3. Q: Please confirm if the exis�ng conduit and conductors (primary power) coming from

Democracy Rd. to the proposed transformer yard is sized correctly for the proposed transformer?

A: To the Government’s knowledge the A/E sized the existing conduit and conductors appropriately.

4. Q: Who is responsible for the telecommunica�ons system and equipment?

A: The government will furnish the telecommunications equipment that will be located in IT room.

https://www.blm.gov/

5. Q: Is the exis�ng telecommunica�ons duct coming from Democracy Rd. to remain and not be reconfigured for the proposed upgrades?

A: There is not an existing telecommunications duct from democracy to the project site.

6. Q: The SOW states that the contractor shall coordinate for power and telecom utilities for connection/design for everything outside the Sloan Contact Station Building.

(a) Please confirm the design and construc�on of the power systems will not include any work outside of the electrical yard and Visitor Center footprint, except to the fire pump.

A: The government can not confirm this. The contractor is to coordinate for power and telecom utilities from local utility connection to Sloan Contact Station Building. There is not currently any power at the site.

(b) Please confirm the design and construc�on of the Telecommunica�ons systems will not include any work outside of the electrical yard and Visitor Center footprint?

A: The government can not confirm this. There will be design and construction of the telecommunications systems from local utility tie in to Sloan Contact Station Building.

7. Q: Desert tortoise - A registered handler is required. Does the contractor contact BLM for handling or does contractor contact a registered handler and budget for resolu�on.

Please note that we have the same question for any other potential biological issues.

A: The contractor is responsible for hiring a desert tortoise monitor (BLM approved Tortoise Monitor/Handler list is attached) which will include handling as well.

8. Q: If bones, remains or other historically significant items are discovered AND there are no other areas for the contractor to shi� to during resolu�on, can a change no�ce for impact be submited?

A: SF1442, Section H: Special Contract Requirements, H-4 Preservation of Historical and Archeological Data addresses this topic. The contractor shall follow the requirements accordingly.

9. Q: Please confirm that per the statement of work the designer must be licensed in the state of

Nevada but no other state licenses are required as the project is a Federal project.

A: The government confirms that designer must be licensed in the state of Nevada. All other requirements shall follow FAR 52.236-7 Permit and Responsibilities.

10. Q: Please confirm that the awarded contractor will not be required to coordinate any permits or inspec�ons with the State other than for the new waterline design and �e-in

A: This is not confirmed. The contractor shall comply with FAR 52.236-7 Permit and Responsibilities. There are other permits listed in the contract that the contractor is responsible for obtaining.

11. Q: Please confirm the required �meline for the COH review of the waterline design. If the review periods extend greater than expected please confirm the Government will extend the PoP of the project.

A: The government cannot control the COH timeline of the waterline design. The government estimates 3 months for the review and approval of the waterline design. The contractor shall include the estimated time in their schedule. If delays exceed the time estimated in the schedule, the contractor may request a time extension in accordance with contract requirements.

12. Q: Please confirm that no other en��es such as Water Reclama�on will require coordina�on or involvement with the project

A: There will be no requirement to coordinate with Water Reclamation. This project is not within their service area.

13. Q: Please confirm the awarded contractor will not be required to hold any State General

Contractor license requirements or obtain permits through the State as this is a Federal project on Federal property.

A: The contractor shall comply with FAR 52.236-7 Permit and Responsibilities.

14. Q: Please confirm there are no special wildlife requirements other than the tortoise and sensi�ve plant awareness listed within the statement of work.

A: The statement of work lists the high priority wildlife requirements. The contractor is responsible to review the Final Environment Assessment document to ensure they adhere to all requirements. See Attachment 14 Final EA July2021.

15. Q: We do not see the requirements for supervision which are typically provided within the specifica�ons. Typically for the BLM the Quality Control Manager cannot be the SSHO on this project. Addi�onally, the project superintendent or other contractor personnel may act on behalf of the SSHO for a period of no more than thirty days annually. Please confirm that the Superintendent may serve as the QCM if qualified to meet both posi�ons.

A: The superintendent cannot serve as the QCM as well. There needs to be two staff members on site when work is being performed.

16. Q: Please confirm that if the QCM/Superintendent can be a “dual hat” that two staff members must be at the site when any work is performed.

A: It is not confirmed that the QCM/Superintendent can be a dual hat. Two staff members must be at the site when work is performed.

17. Q: Please confirm there are no addi�onal water conserva�on or special requirements related to the delegated design of the waterline which have been addressed during the original design process which was not completed.

A: To the government’s knowledge there is no additional water conservation or special requirements related to the delegated design process of the waterline.

18. Q: Please confirm the comments on the delegated design informa�on provided were from the

COH and there are no other comments or rejec�ons which have been received previously.

A: The provided comments from COH are all comments or rejections the government received.

19. Q: Per the new UFC requirements for visual no�fica�on for MNS; LED type text signs must be installed Please confirm if UFC 4-021-01 will be incorporated into this contract and new text signs will be required.

A: Contractor is to follow UFC 4-021-01, thus new text signs will be required in this contract.

20. Q: On page 35/39, Sec�on L-5 SUPPLEMENTAL INSTRUCTIONS – PREPARATION OF PROPOSAL –

COMPETITIVE ACQUISITION (b) General (12): states “…The government will obtain offerors’ representa�ons and cer�fica�ons through this system.” However, on page 36/39, Sec�on L-8 VOLUME 1: REQUIRED DOCUMENTATION (d) Representa�ons and Cer�fica�ons: states “Offerors shall complete and provide sec�on K: Representa�ons, Cer�fica�ons, and Other Statements of Offerors.” Please clarify if Section K: Representations and Certifications are required to be submitted within the proposal document.

A: Section L-5(b)(12) has been revised to delete “The Government will obtain offerors’ representations and certifications through this system.” Offerors are to comply with L-8(d) and all other instructions of the solicitation.

21. Q: On page 36/39, Sec�on L-8 VOLUME 1: REQUIRED DOCUMENTATION (a), it asks for the SF

1442 to be included in Volume I. However, on page 37/39, Sec�on L-10 VOLUME 3: FACTOR 2, PRICING (a), it also asks for the SF 1442. Please clarify if the SF 1442 is required in BOTH Volumes I and III.

A: Section L-10 has been revised. The SF1442 block 17 contains the total amount proposed for the project. This value must match the price breakout submitted. The SF1442 must be submitted in accordance with the solicitation instructions.

22. Q: Page 35/39, Sec�on L-7 VOLUME FORMAT INSTRUCTIONS (b), states each file must contain a cover page, however, on page 36/39, L-8 VOLUME 1: REQUIRED DOCUMENTATION (c) Short Cover Leter, states a cover leter is required that contains the same informa�on as the cover page. Please clarify if we need to do both a Cover Page and a Cover Letter with the same information?

A: The cover page and the cover letter are not identical. The Cover page in L-7(b) is required for each Volume. Each volume is a separate file. The cover page is for identification of each volume file. The cover letter is a requirement under L-8(c) and contains additional information that is part of the proposal requirements.

23. Q: Do liquidated damages apply?

A: Liquidated damages are found in FAR Clause 52.211-12, Liquidated Damages- Construction if liquidated damages are appropriate. Liquidated damages are not applicable to this project.

24. Q: C051 states, “Stage at government field office along democracy.” A/E please confirm

Government office is relocated by BLM.

A: The government is responsible for relocating the BLM Trailer that is currently onsite. It is crucial to coordinate with the BLM to get the relocation needs met.

25. Q: A/E please advise if there is exis�ng power at exis�ng Visitor Center Trailer to allow

Contractor connec�on for temporary power during construc�on.

A: There is no power at the existing Visitor Center Trailer. The trailer is currently powered by a generator.

26. Q: Sheet L102 next to the Trail Head Shade Structure at the natural surface hiking trail shows a double swing gate that is not iden�fied. A/E please advise if new or exis�ng. If new, please provide details and/or requirements of gate.

A: The gate shown on L102 references detail 2/L503. This is intended to be a single swing gate as indicated in the detail rather than the double gate shown in plan.

27. Q: Sheet G-103 City of Henderson Standard General Notes, #27 NPDES engineer shall obtain. A/E please confirm this is by BLM engineer to obtain.

A: Contractor is responsible for obtaining all required permits.

28. Q: RFP documents do not clearly indicate BLM or GC to be responsible for Electrical and Communica�on U�lity Company cost. A/E please advise.

A: The Contractor is responsible for Electrical and Communication Utility Company Cost.

Contractor is responsible for coordinating with utility service providers including costs. The utility service connection fees are unknown until the utility service providers charge it. Once known, the contract will be modified accordingly.

29. Q: Sheet A421 Men’s and Women’s Restroom shows countertops. Documents do not clearly iden�fy material type. A/E please provide.

A: Callout for Men’s and Women’s Restroom countertops should be 6.05 Solid Surface Countertop with 4” back and side splash. Refer to Specification Section 123661.16.

30. Q: Sheet G-103 City of Henderson Standard General Notes, #9, “POWER POLES AND/OR OTHER

EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED IMPROVEMENTS SHOWN

HEREON WILL BE RELOCATED AT NO EXPENSE TO THE CITY OF HENDERSON.” A/E please advise if government or Contractor is responsible. If Contractor is to include. A/E please provide loca�on(s) of exis�ng power poles to be relocated.

A: Power poles and or other exiting facilities not in proper location based on proposed improvements shown hereon will be relocated at no expense to the City of Henderson is the contractor’s responsibility. There are no known existing power poles to be relocated.

31. Q: Items on Bid Schedule Addi�ves are not shown on drawings or provide any specifica�ons.

A/E please provide drawing(s) showing specific loca�on and detail of each item with specifica�on(s).

A: Additive Details has been revised. See Attachment 2C Additive Details.

32. Q: Detail 15/A421Open Office North Eleva�on shows 06.03 Built-In Shelving. Documents do not provide clear informa�on on requirements. A/E please provide detailed sec�on and/or specifica�on on built-in shelving requirements. i.e. material, suppor�ng type, and etc.

A: Refer to detail 2/A311 as well. Built in shelving shall be finished solid oak, supported with heavy duty metal brackets.

33. Q: Detail 10/A501indicates pressure treated plywood roof sheathing and the other roof detail does not clearly iden�fy pressure treated plywood roof sheathing is required. A/E please verify if pressure treated plywood roof sheathing is required on the en�re roof.

A: Pressure treated plywood roof sheathing is required on the entire roof.

34. Q: The document shows detail 5/S501 Landscape wall, plans do not indicate the loca�on of this detail. A/E please advise.

A: 5/S501 Landscape wall is to be assumed as Geology Wall.

35. Q: Atachment 3B Construc�on Specifica�ons 2, low-voltage electrical service entrance 26 21 00(page 360), Part 2 Products, 2.1 Electrical service requirements, A. U�lity Company: Delta- Montrose Electrical Associa�on. A/E please confirm this is the correct u�lity company.

A: Delta Montrose Electrical Association is not the correct utility company, NV Energy is the correct utility company for this project.

36. Q: Same specifica�on sec�on as above ques�on (#35). Paragraph D. Division of Responsibility:

1. Pad-Mounted U�lity Transformer: a. Transformer Vaults and Pads: Furnish and installed by Contractor per u�lity company requirements. The document does not clearly provide the transformer pads size(s). A/E please provide the transformer pad size and if provided by Contractor.

A: Contractor shall construct and install pad size per utility company requirements.

37. Q: Same specifica�on sec�on as above ques�on (#35). Paragraph D. 1. D. Primary, 1. “Trenching and backfilling: provided by Contractor.” Documents do not clearly show the amount to trench and backfill for electrical u�lity company. For bidding purposes, A/E please provide length we should include in our bids to trench and backfill.

A: The plans show the proposed electrical line is recommended to be installed in the waterline trench.

38. Q: Temporary Facili�es and controls 01 50 00, Part 3 – Execu�on, Paragraph 3.2 Temporary U�lity installa�on, A. General: “Electrical power and water are available on the site and may be u�lized by the Contractor.” Documents do not show the specific loca�on of exis�ng electrical power or water. A/E please provide specific exis�ng loca�on of electrical power and water.

A: Electrical power and water are not available on site.

39. Q: If exis�ng electrical power exists. A/E please provide exis�ng service size.

A: Electrical power is not available on site.

40. Q: Coordina�on with u�lity service providers. RFP documents do not clearly state what coordina�on means and if cost is associated with u�lity service providers. A/E please advise.

A: Contractor is responsible for coordinating with utility service providers including costs. The utility service connection fees are unknown until the utility service provider charges it. Once known, the contract will be modified accordingly.

41. During the pre-bid mee�ng BLM representa�ve stated that tortoise fence is required. A/E or BLM please verify that temporary and/or permanent tortoise fence is required, and if required around en�re site long both sides of ½ mile trail extension.

A: A temporary tortoise fence is required around the entire project site, including the ½ mile trail extension.

42. If temporary construc�on and/or permanent tortoise fence is required. Will tortoise fence be required on both sides of the water and sewer installa�on. A/E please advise.

A: A temporary tortoise fence is required around the entire project site, including the water and sewer installation.

43. RFP states to delegate design the water service. A/E will CAD drawings be available a�er the award. A/E please advise.

A: The CAD drawings will be available after award.

44. Addendum 1 Ques�on #16 Clarifica�on. A/E please confirm if a new soil report is required for the water design.

A: A new soil report is not required for the water design.

45. Addendum 1 Ques�on #22 Clarifica�on. Response states, “Please refer to Specifica�ons Sec�on 031000 paragraph 3.1 (B)”. Specifica�on Sec�on 03 10 00 is for Concrete Forming and Accessories, 3.1 (B) is “Construc�on formwork…”. A/E please confirm this is the correct sec�on.

A/E please provide cross sec�on details for the Geology Wall to construct.

A: Refer to structural detail for the “geology wall” is 5/S501, labeled as “landscape wall”.

46. Atachment 1 SOW states, “All Contractor and Subcontractors person must complete environmental training include desert tortoise and sensi�ve plant awareness.” Documents do not clearly state training is provided by BLM or GC to provide training. A/E please clarify and advise.

A: Environmental training will be provided by the BLM.

47. Q: Addi�ve Fence Op�ons. A/E please provide the following informa�on:

a. On the addi�ve Details Sheet, it states in Addi�ve # 1, 7, and 8 a two-cable fence with metal posts.

i. Q: What size of cable?

A: Refer to detail 1/L503

ii. Q: Is cable to be oiled steel cable, stainless steel cable or aluminum cable?

A: Refer to detail 1/L503

iii. Q: How high are the cables to be mounted to the metal posts?

A: Top cable will be mounted 12” from top of post and second cable will be mounted 18” below top cable.

iv. Q: What atachment method would the cable be atached to the metal posts?

A: Refer to detail 1/L503. Use appropriate connections for metal, use steel protector sleeves for cable that passes through posts.

v. Q: How tall are the metal posts?

A: Total height of metal posts are 5’

vi. Q: What is the post height above ground?

A: Height post above ground is 3.5’.

vii. Q: What is the post depth in the ground?

A: Refer to detail 1/L503

viii. Q: Do they want the posts to be driven into the ground with a pneuma�c hammer or do they want the posts to be set in concrete?

A: Refer to detail 1/L503

ix. Q: What type of metal posts do they want, steel or aluminum?

A: Posts are to be steel.

x. Q: If they want steel, do they want steel to be galvanized or painted?

A: Steel posts are to be galvanized.

xi. Q: What shape of post do they want, round or square?

A: Steel posts are to be square.

xii. Q: What is the wall thickness of the post?

A: Steel posts shall be 12 gauge.

b. On addi�ve detail #1 it calls out for a 14 foot gate to be installed.

i. Q: What is the gate made of?

A: Gate will be made of galvanized steel.

ii. Q: How tall is the gate?

A: Gate shall be 4’ tall.

iii. Q: Do they have a specific hinge post and latch post in mind or is that determined by the fence installer?

A: The specific hinge post and latch post shall be determined by the fence installer.

48. Q: Curtainwall system shows a triple glazed system, and the Glazing spec does not iden�fy the thickness. A/E please provide the thickness required for the triple glazed system.

A: The glazing is called out to be 1” overall thickness in the glazing specification 088000 3.7.

49. Q: BLM please consider extending the RFI’s deadline for addi�onal and follow up ques�ons to Friday, April 12, 2024 at 2pm.

A: Amendment 2 extended question deadline to 12 April 2024 2 PM MDT.

50. Q: Bid Extension Request - We have received feedback from several major subcontractors expressing concerns associated with their ability to submit bid proposals by the 4/19 due date, due to outstanding questions.

As such, we believe it would be in the best interest of the BLM to postpone the project bid date from April 19, 2024 until Friday, April 26, 2022, at 2pm MT. This extra time would simply allow A/E to respond to RFI’s and allow more subcontractors to produce competitive bid proposals for your project, resulting in a more competitively bid project overall. Thank you for your time and consideration.

A: Amendment 2 extended proposal due date to 3 May 2024 2 PM MDT.

51. Q: Volume 2 (Technical Approach) has a limita�on of 15 pages. Would it be possible for you to bump the page limita�on up to 20? Or else maybe to exclude the schedule from being counted as part of the Volume 2 page limita�on?

A: The page limita�on remains 15 pages. The Schedule will be excluded from the page limit.

52. Q: The current design for the visitor center notes various “RAM Earth” style supports through out the building. This process could be extensive both in form work and execu�on. Is it possible to review a design build op�on to restructure these components of the building and s�ll provide the “Rock” facing for aesthe�c purposes but re-engineer the structure behind the rock for a more efficient and cost effec�ve construc�on?

A: The current design for the RAM Earth style support is to stay as designed in the construction plans.

53. Q: We are not able to find any references to “liquidated damages” and want to confirm that we have not missed this nota�on or clarify that there are “no liquidated damages”.

A: Liquidated damages are found in FAR Clause 52.211-12, Liquidated Damages- Construction if liquidated damages are appropriate. Liquidated damages are not applicable to this project.

54. Q: We have not been able to find a Geotech report for this project. Can you confirm if one has been provided. If so, where is it located? If not, can one be provided to the bidders?

A: The Geotech Report and its Addendum are included as Appendix A in the Construction Specifications 2 (Attachment 3B).

55. Q: Addendum 1 included a map for Fence Addi�ves 1, 7, and 8. A/E, please provide guidance on the following:

a. Q: The accessibility of these areas for installing fence posts, as per detail, is a concern.

The fence area seems to be situated in rough desert terrain with no vehicle access apparent. Please provide additional information regarding accessibility.

A: There is no designated road along the perimeter fence location. There are some user made trails in the area. UTV will be able to access the location of the perimeter fence.

There are parts of the area that are rougher than the other.

b. Q: The existing ground conditions/types for augering/drilling holes (e.g., solid rock, sand, etc.) need clarification. Is there any documentation such as soil logs or reports available for these areas?

A: There is not a soils log or a report for the area where the perimeter fence is located.

56. Q: Atachment 1 SOW Amendment 1 20240328, Statement of Work, II., b. Project Requirements states, "…interpre�ve exhibits (responsible for bases and frames only) …" Detail 6/L504 shows bases and frames design intent. A/E please provide detail with dimensions, metal thickness, finish and/or specifica�ons, including below ground installa�on requirements.

A: The outdoor exhibit bases and frames shall be Pannier Traditional T Style or equal, powdered coated brown and embedded into the ground with concrete foundation per manufacturers standards.

57. Q: Specifica�ons 220548 and 230548, Vibra�on and Seismic Controls for Plumbing and HVAC Piping and Equipment, necessitate delegated design for Wind Restraints by an engineer registered in the states of CO and AZ, respec�vely. Specifica�on 220548 does not include further wind restraint specifica�ons. The plans indicate that the only outdoor plumbing and HVAC equipment, piping, and ductwork consist of a drinking fountain, condensing unit in the enclosed Storage/Outdoor Work Area, and vents on the roof. Please confirm if delegated design for wind restraints is required for both plumbing and HVAC, and if an NV engineer is acceptable.

A: There is not a requirement for delegated design for wind restraints for either plumbing and HVAC, NV Engineer is not necessary.

58. Q: Specifica�on 230923, Direct-Digital Control System for HVAC 2.3, 4, states: "Furniture:

Provide a computer worksta�on desk and chair for the operator worksta�on computer and printer." M101 keynote 5 indicates that the JCI SNE2200 supervisory controller is located in IT Closet 115. A/E, please confirm if a desk and chair are to be provided for this loca�on. If furniture is required, A/E please provide specifica�on on furniture.

A: All furniture is by NIC and provided by the Government.

59. Q: Sheet 1/6/L501 concrete sea�ng and A421 rammed wall in the restroom Keynotes 9.05 states, “An�-Graffi� applica�on”. Documents do not provide requirements for the An�-Graffi�.

A/E please provide An�-Graffi� requirements.

A: Contractor shall use a non-sacrificial anti-graffiti coating, UV resistant, eco friendly, clear coat and low sheen.

60. Q: The documents include informa�on on contractors being responsible for obtaining and paying for water permits, but there is no men�on of costs for water meter surcharges fees. Are contractors also expected to cover the costs of hookup/meter charges?

A: Contractor is responsible for coordinating with the municipal water service provider including all associated costs. The municipal water service connection fees are unknown until the municipal water service provider charges it. Once known, the contract will be modified accordingly.

61. Q: The RFP documents don’t discuss communica�ons �e-in informa�on. A/E please provide addi�onal informa�on on whether this is required to be installed from Democracy Drive to the building, by whom, �e-in point loca�on, and who is responsible for the costs.

A: Sheet E200 as denoted by Keynote 6 provides (2) 4” conduits from the telecom room to the exterior of the building and instructs the contractor to coordinate the exact location and requirements with the service provider. Contractor is responsible for the cost associated with tie-in a connection.

62. Q: Regarding Pricing from the Solicita�on L-10 Volume 3: Factor 2 pricing. Please also refer to the atached Price Breakout document. Can you confirm that we are to insert the “Base and Addi�ves Total” dollar amount in Box 17 of the SF1442, and not just the Base amount?

A: The SF1442 should include the total proposed price, which includes both the base and all the additives. The SF1442 block 17 must match the “Base and Additives Total” amount from the Price Breakdown.