Standard_form_30_0002.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

Description of Amendment/Modification

Construction Manager as Constructor (CMc) Contract for Repair and Alteration Project at the United States District Courthouse Pensacola, Florida

PURPOSE: Address questions as a result of solicitation no. GS-04-P-17-BV-C-0008.

Attached Documents:

a). Agenda b). Sign in Sheet c). Questions and Answers d). Presentation given by GSA e). Presentation given by TTV Architects, Inc.

f). Document that replaces the bid price form attachment g). Breakdown by division and option of the contractor's cost

GS-04-P-17-BV-C-0008/0002

Construction Manager as Constructor (CMc) Pre-Proposal Conference Agenda Repair and Alteration Project at the United States District Courthouse Agency: General Services Administration Pensacola, Florida Office: Public Buildings Service (PBS) Solicitation Number: GS-04-P-17-BV-C-0008 Location: R4 Acquisition Management Division (47PE00)

20170606 Preproposal Meeting Agenda

PRE-PROPOSAL CONFERENCE AGENDA

Construction Manager as Constructor (CMc) Repair and Alteration Project at the United States District Courthouse Solicitation Number: GS-04-P-17-BV-C-0008

Date: June 6, 2017

Purpose: To introduce the project team; describe goals and objectives of the program; provide instructions about the solicitation process and design; provide a tour of the facility and site and discuss strategic plans

Frequency: This type of meeting occurs on a one-time only basis Duration: See Agenda Location Hilton Pensacola Beach

12 Via De Luna Dr Pensacola Beach, FL 32561 p: (850) 9162999

GSA Team: Michael Reece – Contracting Officer Rosalind Cherry – Contract Specialist Steven Smith – Project Manager/COR Kevin Dunham – Design Manager/COR

Architect Christopher Noel, AIA, LEED AP Senior Vice President

TTVARCHITECTS, INC.

Time: 9:00 AM CDT (10:00 EDT) Agenda: 9:00 - 9:30 Registration

9:30-10:30 Conference 10:30 - 11:00 Travel (On Your Own)

Site 1 N Palafox St Pensacola FL 11:00 - Noon Tour Noon: Conclude Site Visit

GSA Southeast Sunbelt Region

U.S. General Services Administration

77 Forsyth St, SW, SUITE T-8

A tlanta, GA 30303-3458 www.gsa.gov

Construction Manager as Constructor (CMc) Contract for Repair and

Alteration Project at the United States District Courthouse, Pensacola, Florida

Questions and Answers

June 13, 2017

1. Please confirm a bid guarantee (bid bond) is not required with the proposal per paragraph III.G. of the Solicitation. |

Response: Correct- a bid bond is not required with the proposal.

2. Please provide acceptance period for offers.

Response: Proposals are due on 6/23/17 by 4:00 pm EST.

3. How do Item Nos. 0001 and 0002 relate to CLINs on page 4? Is Item No. 0001 on page 3 equal to CLIN 1 on page 4? Is Item No. 0002 on page 3 equal to CLIN

6 on page 4? Please clarify.

Response: CLIN 1 on p. 3 = CLIN 1 on p. 4. CLIN 2 on p. 3 = CLIN 6 on p. 4.

Additional pricing sheet will be provided.

4. Item Nos. 0001 and 0002 both have a PoP from 8/15/2017 - 9/30/2019. Wouldn't their periods of performance be mutually exclusive? If so, what is the period of performance for each Item No.?

Response: This depends on when the design is complete and whether or not the

CMc proposes to fast-track any portions of the work. The Agreement section I.C adequately explains the expectation.

5. There are ten (1) Bid Options listed on Sheet G003 on the 35% Construction

Drawings. Does the GSA want these options priced and submitted with the proposal? If so, please provide revised Pricing Sheet.

Response: Disregard that section of the drawings. These work package options will be provided after base award in accordance with the agreement section. II.

Prices 5) Work Packages. The Contractor and the Government may agree to develop firm-fixed-price early work packages for construction work that stand alone from the remainder of the Work

6. Will there be a formal tour of the site following the Pre-Proposal Conference on

June 6?

Response: Yes. The pre-proposal conference is expected to conclude by 10:30 am and Offerors may re-convene at the project site at 11:00 am for a building and site tour. Transportation will not be provided by the Government. The tour is expected to conclude no later than 12:00 pm.

7. Please confirm that CLIN 1 from page 4 of the Pricing Sheet is to be inserted into

Block 17 of the SF1442.

Response: Correct

8. Since the bid guarantee is to be provided prior to the exercise of the Construction

Option and not with the Proposal, will the GSA need proof of bonding capacity?

Response: Correct

9. Please provide the GSA's minimum small business subcontracting goals required to be met by the Contractor.

Response:

Small Business Category Goal

Small Business 29.00%

Small Disadvantaged Business 5.00%

Women-owned Small Business 5.00%

HUBZone Small Business 3.00%

Service-Disabled Veteran-owned Small Business 3.00%

10. The third paragraph states, "Tenants are expected to return to the building under a phased occupancy." Please provide phasing requirements.

Response: Delete this sentence from the Agreement and from the SOW.

11. Please provide a list of all of the contract documents.

Response: Per I.B, "The Contract consists of the SF 1442, the Agreement, the

Statement of Work, Specifications, Drawings, Exhibits, Amendments, Modifications, and other Attachments identified herein (collectively, the Contract Documents)."

Appendix B of the Statement of Work lists all of the attachments that have been provided on FBO.

12. In order to price the Design Phase Services, we will need the anticipated duration of the design phase. Please provide the anticipated NTP and the anticipated completion of the design phase.

Response: A 4-month design phase for CMc services. This assumes an NTP of mid-

August and design completion in mid-December.

13. What is the anticipated submission date of the next design submittal?

Response: GSA expects receipt of the 65% design submission prior to award of the

CMc contract (8/7/17 estimated).

14. Please confirm we are not to anticipate early work packages, such as demolition, mold remediation, etc., in our Base Contract or Estimated Cost of Work pricing.

Response: In accordance with the contract agreement see below section II. Prices.

Early work packages and other construction activity can be issued to meet schedule.

II. Prices

3) Unit Prices and Allowances. If any portion of the construction work is to be performed on a unit price basis (Unit Priced Work), the unit price established in the

Contract shall include all costs of coordinating and incorporating the Unit Price Work into the construction work. The Contractor shall only be obligated to perform Unit

Priced Work to the extent that an allowance has been established in an amount sufficient to compensate the Contractor for such Unit Priced Work at the established unit prices

(5) Work Packages. The Contractor and the Government may agree to develop firm-fixed-price early work packages for construction work that stand alone from the remainder of the Work. The Parties must agree bilaterally to the scope, schedule and pricing for any such work package, and Contract must be modified accordingly.

15. Please confirm hand delivery of proposals is acceptable per paragraph I.G.(1). If acceptable, please advise if any forms or notifications are required to access to the building.

Response: There a no forms required for hand delivery. Please notify Rosalind Cherry or Mike Reece at time of arrival at building entrance. Please note that an electronic copy is also required with a hard copy.

16. Will the GSA provide the photographs of existing conditions electronically to the bidders?

Response: Copies of the original photographs are not readily available.

17. Is the GAAP Certification to be provided from our CPA to the GSA as hard copy or can it be sent electronically by e-mail? If hard copy, is one original all you need? Is it to be sent to the attention of Rosalind Cherry?

Response: The GAAP Certification shall be included in the one hardcopy and electronic submission. The technical and price proposal shall be submitted to the attention of Rosalind Cherry.

18. Will any of the elevators (1, 2, 3 or 4) be available for the contractor's use during demolition and construction if they are protected and recertified prior to substantial completion?

Response: Yes, the CMc may use existing elevators if they are protected and recertified prior to substantial completion. Refer to SOW section 5.2 for further requirements.

19. Has the government identified any off site parking/storage/staging/laydown areas due to the limited availability on site? If so, please advise where it is.

Response: No.

20. Does public access to the pedestrian walks in the front and on the side of the building need to be maintained or are we allowed to close off the sidewalks?

Response: GSA has not requested or obtained approval from the City of

Pensacola to close sidewalks in the public right of way.

21. If public access to the pedestrian walks is to be maintained, is overhead protection required? Is temporary lighting required?

Response: The CMc must meet all local regulations for the maintenance of public rights of way during construction.

22. Please provide contact information for electric and water/sanitary utilities.

Response: Gulf power – for electric and ECUA for water.

23. Please confirm there will be no charge for temporary utilities at the jobsite trailer? Paragraphs 1.2.A. seems to conflict with paragraphs 1.2.B through 1.2.D.

Response: Disregard paragraphs 1.2.B through 1.2.D of specification section

01 50 00. The CMc will pay all utility service use charges for all entities engaged in construction activities at the Project site.

24. Please confirm there will be no charge for utilities used at the existing building? Paragraphs 1.2.A. seems to conflict with paragraphs 1.2.B through 1.2.D.

Response: Disregard paragraphs 1.2.B through 1.2.D of specification section

01 50 00. The CMc will pay all utility service use charges for all entities engaged in construction activities at the Project site.

25. Has the structural engineer identified any shoring or sheet pile requirements at the existing CMU wall between the bank parking and the courthouse parking as it relates to the excavation for the underground stormwater retention chambers?

Response: Per note GR-4 on sheet S001, the CMc is responsible for the design, installation, and removal of temporary bracing and construction supports for new and existing structures as necessary to complete the project.

26. Will space within the existing building, such as the judges' parking, the loading dock or the sallyport, be available for contractor staging?

Response: Yes.

27. This paragraph references FAR 52.223-10 as set forth in the Agreement.

We have not found this contract clause in the Agreement. Please clarify.

Response: This amendment incorporates FAR 52.223-10 Waste Reduction

Program Waste Reduction Program (May 2011)

28. Paragraph V.B. Certified Cost or Pricing Data is listed in the TOC.

However, paragraph V.B. is Additional Clauses on page 20 and there is no paragraph V.C. Nor is there a Certified Cost or Pricing Data narrative on page 20. Please clarify.

Response: Certified Cost or Pricing Data is not applicable.

29. Please confirm that the Price Proposal, the Technical Proposal, and the

Other Information are to be submitted separately. If not, are they to be submitted in one (1) binder or two (2) binders with Price, Reps and Certs, Subcontracting Plan, and GSA Form 527 in one and Technical (Factors 1, 2,

3) in another?

Response: Two binders shall be submitted one for technical proposal and one for the price proposal and other required information.

30. Please advise if the electronic copy of the Price Proposal and the

Technical Proposal should be on the same USB flash drive or separate USB flash drives.

Response: The technical proposal and price propsaol shall be submitted on one USB flash drive, but two separate files.

31. If the Price Proposal and the Technical Proposal are bond separately, please advise if the Small Business Subcontracting Plan is to be included in the Price or the Technical.

Response: The Small Business Subcontracting Plan is to be included in Price

Proposal.

32. 433 Law Clerk has a flooring designation of FT-1. Is floor tile required in this one Law Clerk office? (the other adjacent Law Clerk offices are CPT-

1)

Response: Room 433 should be indicated to receive carpet (similar to room

434 adjacent).

33. 301 Lobby has a flooring designation of FT-1, however, Vestibule 302, Vestibule 304, Waiting 309, and Waiting 347 sharing the same "wall to wall" area are designated as CPT-1. Should 301 Lobby be CPT-1 as well?

Response: A portion of this room has floor tile. Refer to photos on sheet

G304.

34. 502 Vestibule has a flooring designation of FT-1, however, the partner

Vestibule 505, and adjacent 501 Lobby have a CPT-1 designation. Should

502 Vestibule be CPT-1 as well?

Response: Space 502 should be indicated to receive carpet (similar to adjacent contiguous spaces).

35. To what extent are mockups (including the cost of building the physical mockup assembly) required to be included in the CMc Design Stage

Services price?

Response: The cost of mockup construction and testing should be included in the CMc Construction GMP, not in the Design Stage Services price.

(35A):

Please provide a list of Construction Stage CMc mock-up requirements to serve as a basis for pricing.

Separate Mock-ups-o 5th Floor Roof to 4th floor Roof Section- 8' wide by 8' tall section including water testing- Complete Internal Gutter assembly incl.

section joint, along with complete drain & piping assembly, CMU back-up wall with water proofing barrier, metal roof assembly incl.

interface over metal deck, complete new building envelope assembly, w/conc. base & slab, storm drain piping outlet assembly thru pre-cast concrete, & roof assembly.

o (1) Complete punched window & pre-cast panel assembly (8'-8" wide by 16' tall) including water testing with all specified envelope components along with CMU Back up wall.

o 4' wide section by 3' tall section of each typical limestone precast parapet & horizontal cornice.

o 4' wide by 8' tall section of vertical limestone pre-cast panel over Main

Entry with inscribed letters.

In place mock-ups (water test where noted)-o 5th Floor Roof to 4th floor Roof Section (incl. water testing)- 8'-8" wide by full height- Internal Gutter assembly incl. section joint & complete drain & piping assembly, CMU back-up wall with water proofing barrier, metal roof assembly incl. interface over metal deck, complete new building envelope assembly, w/conc. base & slab, storm drain piping outlet assembly thru pre-cast concrete, & roof assembly.

o (1) Complete punched window & pre-cast panel assembly at 3rd floor

(8'-8" wide by 16' tall) incl. water testing with all specified envelope components along with CMU Back up wall.

o 4' wide section by 3' tall section of each typical limestone precast parapet & horizontal cornice.

o 4' wide by 8' tall section of vertical limestone pre-cast panel over Main

Entry with inscribed letters.

o 4' wide section of existing front site wall with new limestone veneer installed.

(35B):

Who will provide Construction Stage building envelope quality control testing services, and what is the expected extent of these services?

Building envelope quality control testing services are to be provided by the CMc using an independent testing agency qualified to perform the required tests. As a basis for pricing, these tests must include the following:

100% of all new punched and curtainwall window assemblies.

100% of all new horizontal roof/waterproofing assemblies.

100% of all metal roofing transitions, ridge, penetrations, & (1) 100sf field area per each roof slope area.

100% of all parapet to roof transitions.

(4) precast to precast panel sealant joint locations per facade.

100% of all new roof drain & associated storm draining piping.

100% of new internal gutter assembly all associated drain and piping.

Vertical above-grade Wall waterproofing- (6) 100sf test areas per each facade to be determined by Architect at random in the field.

Vertical below grade waterproofing- (2) 25sf test areas per each facade.

36. Demolition keynote 10 requires the removal of existing wall covering.

For bid purposes, should we assume that all of the wall covering's adhesive

(outside of mold contaminated "keynote 13" hatched areas) has not bloomed with mold and can be removed by a wall covering subcontractor, or should we assume that it is considered a mold containing demolition activity?

Response: Where this key note occurs in a room on an exterior wall, assume that all wall covering adhesive is contaminated. Where this key note occurs in a room on the interior of the plan, assume that all wall covering adhesive is not contaminated (unless specifically indicated otherwise on abatement plans).

37. The demolition plans for the restrooms behind the Elevator 1 & 2 bank do not require the removal of wall tile, rather call for cleaning and sealing of the wall tile. The mold abatement plan requires the removal of the plumbing chase walls, taking the associated finishes with it. The architectural plan shows a new plumbing chase wall on the restroom side. Please provide a specification for the existing adjacent wall tile we are to match to be installed on the new chase wall.

Response: There is no existing wall tile on the Group Restroom walls. Only floor tile and base tile with existing VWC. Original Record Documents list the following for the base tile & floor tile:

Crossville Ceramics, 8x8 A876, Truffle • Public Toilet Rooms:

Floor tile field, typical.

Crossville Ceramics, 4x8 base A876, Truffle • Public Toilet

Rooms: Base, typical

38. The anticipated schedule of solicitation, award, design and construction presented at the Pre-Proposal Conference made reference to two (2) days of interviews to be held on 7/10/17 and 7/11/17. Will these interviews be held in Atlanta or Pensacola?

Response: The interviews will be held in Atlanta.

39. On previous GSA solicitations, Oral Presentations were considered part of the RFP response and evaluation. Does the Contractor need to prepare an

Oral Presentation for the Interview portion scheduled for 7/10/17 - 7/11/17?

Response: No, ONLY offerors whose proposal has been determined to be within the competive range will need to prepare an Oral Presentation.

40. Are there any requirements to consider for the Interview, such as, limitations of attendees, specific attendees that need to participate, duration of interviews, etc.?

Response: Not at this time

41. Please confirm the design submittals dates presented at the Pre-Proposal

Conference. 65% on 8/7/2017 and 100% on 12/15/2017.

Response: These are approximate dates, but these show approximately what is intended. There will also be a 90% submission, probably in November.

42. Is there an anticipated date for submittal of the Issued For Construction

(IFC) design submittal?

Response: We anticipate construction documents will be completed by

12/31/17.

43. Is the NTP for Design Phase Services issued with the award or at a later date?

Response: Notice to Proceed for Design Phase Services will be issued after award and after receipt of any required contract documents.

44. Block 11 states the contract performance period is 554 days. Please explain if this duration includes Design Phase Service base contract only, both Design Phase Services base contract and GMP Option, or GMP Option for Construction only. I can't seem to make this duration work with the dates provided at the Pre-Proposal Conference.

Response: Correction to block 11, performance of period is 138 calendar days for Design Phase Services base contract only

45. Should the GMP Option be exercised, what is the anticipated NTP for

Commencement of the Work?

Response: To be determined at a later date.

46. Please specify the height of the new glass infill assemblies that are between the column and the New X-ray Unit.

Response: To match the height of the top of ballistic glazing at the central screening station. Note that only the glazing at the central screening station requires ballistic resistance.

47. Please specify the height of the new aluminum storefront assembly that is next to the New Turnstiles.

Response: To match the height of the top of ballistic glazing at the central screening station. Note that only the glazing at the central screening station requires ballistic resistance.

48. Please specify the height of the Level III Ballistic Glazing at the USMS

Screening Station

Response: 7' a.f.f. Note that the CSO screening station is an option at this time, not part of the base bid.

49. Will TTV Architects be submitting a 100% Mold

Remediation/Demolition Early Start Design package concurrent with the

65% Building Design Submittal? This has an impact on the ECW and the phasing of the project

Response: The 65% Submittal will include a 100% Mold Remediation package but will not include an early demolition start package. However, once the CM is on board working alongside the Design Team, it may be possible to develop an early demolition package depending on the CM developed construction schedule.

50. "This project includes Government furnished property to be installed by the Contractor." Please provide list of property to be GFCI.

Response: Complete list has not been developed at this time, however preliminary list would include

Installation of the Great Seals at the back of the Courtrooms & on the exterior of the Building (East Elevation).

51. Please advise what space(s) will be made available for the Contractor's storage and related activities.

Response: Given that the building is currently vacant, there are several existing GSA support type spaces on the first floor that could be utilized for temporary contractor storage. However, specific spaces may be identified prior to construction.

52. Please advise if the building site is in an FAA-regulated flight path that may impact permitting requirements.

Response: No, not to GSA's knowledge.

53. For bidding purposes in establishing the ECW, should 24-hour security guard services be included during the construction phase as it is specified the

GSA may require the Contractor to provide these services?

Response: Per SOW section 5.2, the CMc is responsible for all site security measures including but not limited to fencing and barricades. Furthermore, work must be sequenced such that openings in the building façade and/or roof are never left unattended and are not left uncovered overnight.

Provision of a 24-hour security guard service is not required provided that the CMc is able to secure the building at all times during construction.

54. What is the GSA review period for design submittals?

Response: Fourteen calendar days.

55. Please consider extending the deadline for RFIs to 10 days prior to the proposal due date in case there are follow up inquiries.

Response: The Deadline remains unchanged at 6.9.17.

56. Are there any materials to be demolished that the Government has deemed salvageable that are to returned to the Government?

Response: No.

57. Is there a mold remediation plan available for use in pricing the ECW?

If not, what should be included in the ECW for this scope?

Response: A full mold remediation plan will be provided with upcoming submittals. However, refer to Mold Abatement section of the Narrative for a very specific description of the required abatement scope and required protocols.

58. There is reference to repairing structural damage to the building caused by the water intrusion. Please provide specifics, for pricing purposes, of what structural repairs will be required.

Response: Required structural repairs are described in the 35% Construction

Documents- refer to the structural drawings, narrative, and specifications manual.

59. We see the ceiling type EC. Does “EC” stand for “Exposed Ceiling” OR

“Existing Ceiling to remain”?

Response: “EC” stands for exposed ceiling, structure, piping- clean & paint. Refer to RCP Legend on each RCP sheet.

60. For the holding areas, outside of the courtrooms (multiple floors), will there be blast rated glass/mirrors incorporated into the rooms’ casework for occupants?

Response: No

61. On the Door Schedules Sheet (A700), nearly half of the doors have not received a comment with the instructions to re-use or replace the door, frame and hardware.

What should happen to these doors? Are the frames doors and hardware brand new?

Response: In general at this 35% level, as shown on the floor plans, not all openings have door numbers meaning that those openings are existing to remain with no hardware changes other than re-keying. All doors currently shown on the door schedule with no comments means that this is a completely new opening (i.e. new door, new frame, and new hardware). All other doors listed on the schedule have comments describing the opening and whether or not the opening is to receive new access control (new door in existing frame, new opening with access control or existing door with new access control, etc.)- all of these openings listed with comments will receive all new hardware.

62. Louvers – Not all are shown on the exterior views from any elevation to be able to quantify. More are shown in mechanical drawings than can be found on the exterior skin. Is this due to the 35% nature of the drawing completion?

Response: Yes- this is due to the 35% level of the drawings. However, for bidding purposes refer to mechanical drawings for all louver locations.

63. What worker security requirement will be necessary since the building will be unoccupied during construction?

Response: Per SOW section 5.2, during construction on the unoccupied building, access to the building interior will be controlled by the CMc and will be limited to only those individuals with a bona fide need to conduct work inside the building.

The CMc will maintain records of all workers granted access to the building interior, and such records will be made available to the Government upon request.

64. Can a time extension be provided for proposals and pricing?

Response: The due date and time remain unchanged.

65. No information is given for the piles under the AHU and the Geotech report talks about existing piles under the building. Do we assume that the new piles will be the same as the existing ones under the building? If not, please provide additional information.

Response: Bidders can assume that the new piles will be the same as the existing building piles. The piles are described on the existing structural drawings as “16 inch diameter augercast piles having an allowable compressive capacity of 55 tons and a pile tip depth of 35 feet minimum”.

66. Can the Government provide more detailed schedule information with milestone dates and overall duration of the project?

Response: Other than the dates identified in the request for proposal, additional schedule information shall not be provided

67. What scope will be required of the GCs for the site security package (Ghallager

Sysytem)? Right now, the plans show conduit. Will the GC be required to show this system in their pricing?

Response: Offeror shall include cost in connection with the perimeter security system as shown on the current drawings.

68. Is it the Government’s intentions for us to provide the names of our envelope subcontractors (precast/glass; as described in the RFP) during this bid OR will this information be requested at a later date?

Response: Due to envelope critical nature of this project-Yes. Provide envelope subcontractor names as described in the RFP.

69. Spec section 230900 2.1 states base design will be upgrading the existing BAS system with a bid alternate to design and install a new BAS. It was mentioned at the pre- proposal conference that a new BAS controls system would be installed.

Please confirm that base bid will be upgrading the existing system and provide information on the existing controls manufacture. Only Automated Logic and

Trane Tracer are listed as manufactures. Is the intent to limit the opportunity to these two manufactures only for the alternate new BAS system?

Response: The Mechanical Control Drawings require that all new controls will be installed throughout the building. Spec section 230900 2.1 does incorrectly list the base scope as upgrade. To confirm, Base Bid is to design

& install completely new BAS. No- the intent is not to limit the opportunity to only two manufacturers with additional Manufacturers listed as follows:

Automated logic, Trane Tracer control, Tridium Niagra, and Johnson

Controls. However, all proposed manufacturers will be required to meet all of the requirements listed in the current 35% Set, along with the GSA

Region 4 Building Automation System Requirements v6.2 included as part of the Narrative.

CMc Contract Statement of Work ATTACHMENT 1 Repairs & Alterations to U.S. Courthouse (Pensacola, Florida) Page 4 Solicitation Number GS-04-P-17-BV-C-0008

SUMMARY BID Price Form Complete the following Summary Bid Price Form and Attached Price Breakdown Form for the Estimated Cost of Work (ECW) and Option Work Packages

CLIN Row No. ITEM PRICE

0001 A Design Phase Services (Firm Fixed Price) $

B Estimated Cost of Work (ECW) (Base) (Line 22 “Price Breakdown - Estimated Cost of Work (ECW)”) $

C Construction Contingency Allowance (CCA) Percentage 3%

D CCA (B x C) $

E Fee $

0002 F Option for Construction Services Guaranteed Maximum Price (B + D + E) (GMP Option) $

G Total Contract Price (A + F) $

OPTIONAL BID RATES

H Contractor's Overhead Rate for Adjustments %

I Contractor's Profit Rate for Adjustments %

J Contractor's Daily Rate for Compensable Project Delay (Work Day) $

UNIT PRICES

N/A K

Mold Remediation: Remediation shall include complete removal of mold (visible and no odor of mold), labor and materials for drywall locations including wall and ceilings.

Unit Price 100 Square Feet:

CMc Contract Statement of Work, 5/24/2017 Repairs Alterations to U.S. Courthouse (Pensacola, Florida) Solicitation Number GS-04-P-17-BV-C-0008

ATTACHMENT 2

Price Breakdown - Estimated Cost of Work (ECW) Repairs & Alterations to U.S. Courthouse Pensacola, Florida Solicitation Number GS-04-P-17-BV-C-0008

BASE Estimated Cost of Work (ECW)

Line No. Description CMc TOTAL COST

1 A11 Foundations 2 A12 Basement Construction 3 A21 Superstructure 4 B11 Exterior Walls 5 B12 Exterior Glazing & Doors 6 B13 Roofing 7 C11 Partitions, Doors & Specialties 8 C12 Access/Platform Floors 9 C13 Interior Finishes 10 D11 Conveyance Systems 11 D21 Plumbing

12 D22 HVAC

13 D31 Fire Protection 14 D41 Electrical Service, Distribution & Emergency Power 15 D42 Lighting and Branch Wiring 16 D43 Communications, Security & Other Electrical Systems 17 E11 Equipment & Furnishings 18 F11 Special Construction 19 F12 Demolition and Abatement 20 G11 Sitework 21 Other Other

Line 22 Subtotal BASE Estimated Cost of Work (ECW) (Sum Lines 1-21) -$

Line 22 should be inserted into Clin 0001 row #B on Pricing sheet

UNIFORMAT SYSTEM ELEMENTS (include all markups)

77 Forsyth Street SW Atlanta, GA 30303-3490 NameandTitleSigner[0]: