W912QR21R0008_Specs-0003.pdf
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- Solicitation number
- W912QR21R0008
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This document provides details regarding a forthcoming federal contract solicitation for construction of a new VA Medical Center campus in Louisville, KY. The U.S. Army Corps of Engineers Louisville District plans to issue a Request for Proposal W912QR21R0008 for design and construction of a new 104 bed hospital, parking structures for 2,600 cars, campus infrastructure, and other site improvements on a 34 acre parcel of land. The contract value is estimated at over $500 million, with a target ceiling of approximately $705 million. The solicitation is anticipated for release on December 3, 2020 and will utilize a best value tradeoff source selection process. Offerors should register in the System for Award Management and periodically check for any amendments on the Beta.SAM website where the solicitation will be posted electronically. The contract duration is 1,554 calendar days from notice to proceed.
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W912QR21R0008
MILITARY/RESERVE BRANCH
ATTN: MICHAEL HUTCHENS
600 DR M L KING JR PL, RM 821
LOUISVILLE KY 40202-2236
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
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.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
Solicitation number W912QR21R0008 for the Construction of the Veterans Affairs (VA) Medical Center (VAMC) in Louisville, KY is hereby amended as follow s:
SEE THE ATTACHED SUMMARY OF CHANGES
1. CONTRACT ID CODE PAGE OF PAGES
1 82
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 14-Jan-2021
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR21R0008
X 9B. DATED (SEE ITEM 11)
03-Dec-2020
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.
Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
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 you 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.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
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)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
14-Jan-2021
CODE
U. S. ARMY ENGINEER DISTRICT, LOUISVILLE
600 DR. MARTIN LUTHER KING, JR. PLACE
ROOM 821
LOUISVILLE KY 40202-2239
W912QR 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE 964859
FACILITY CODECODE
EMAIL:TEL:
W912QR21R0008-0003
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been added by full text:
AMDT 0003 - SUMMARY OF CHANGES
AMENDMENT 0003 – SUMMARY OF CHANGES
1. The following specification sections have been replaced in their entirety:
Volume No. Section No. Section Title CT 00 10 00 Price Breakout Schedule CT 00 21 00 Projnet Instructions CT 00 22 12 Procedures for Submittal of Offers and
Proposal Evaluation Criteria
CT 0070 00 FAR 52.236-1 “PERFORMANCE OF WORK BY THE
CONTRACTOR”
Phase B 1-7* 00 01 10 Table of Contents *Only issued once via this amendment.
1 00 80 00.00 06 Special Provisions 1 00 80 00.02 06 Communication Systems Matrix 1 01 33 00.00 06 Submittal Procedures 1 01 91 00a Appendix A Commissioning Status Tracking
3 11 06 00 Medical Equipment Schedule 3** 11 06 01 Project Room Contents Report 3 14 21 00 Electric Traction Elevators **Initially issued as standalone file.
5 23 64 20 Heat Recovery Chillers
6 26 05 19 Low-Voltage Electrical Power Conductors and
Cables 6 26 05 33 Raceway and Boxes for Electrical Systems 6 26 13 13 Medium-Voltage Circuit Breaker Switchgear 6 26 23 00 Low-Voltage Switchgear
2. The following specification section is deleted in its entirety:
Volume No. Section No. Section Title Phase B 2 09 23 00 Gypsum Plastering
3. The following specification section is issued in its entirety in native
XLS format for informational purposes only:
Volume No. Section No. Section Title Phase B 3 11 06 01 Project Room Contents Report
4. The following drawings have been replaced in their entirety:
***Drawings listed as being included in more than one Volume are only issued once via this amendment.
Volume No. Drawing No. Drawing Title Phase A 60 SF0000*** Building Area Designation Plan Structural 60 A000 Building Area Designation Plan Architecture 60 EE000F Electrical Building Area Designation Plan
PHASE B
00 SF0000*** Building Area Designation Plan – Structural 00 PL0000*** Plumbing Building Area Designation Plan 00 MH0000*** Mechanical Building Area Designation Plan 00 EE000*** Electrical Building Area Designation Plan 00 EE002 Electrical Symbols and Abbreviations, Part 2 00 EE643 Lighting Fixture Schedule 00 TC001 Technology Symbols Legend
10 CG115b Grading and Drainage Plan Area 5 10 CU115b Sanitary Sewer Site Utility Plan Area 5 10 ES1005 VAMC Site Lighting Plan Area 4 10 ES5002 Ductbank Details
30 SF0000*** Building Area Designation Plan – Structural 30 SF10BB0 VAMC Ground Level Drilled Pier Plan Overall 30 SF100B5 VAMC Ground Level Foundation Plan Area 5 30 SF514B VAMC Foundation Sections and Details
31 AI100B2 VAMC Ground Level Floor Plan Area 2 31 AI100B3 VAMC Ground Level Floor Plan Area 3 31 AI100B5 VAMC Ground Level Floor Plan Area 5 31 AI100B6 VAMC Ground Level Floor Plan Area 6 31 AI101B1 VAMC Level 1 Floor Plan Area 1 31 AI102B4 VAMC Level 2 Floor Plan Area 4 31 AI102B6 VAMC Level 2 Floor Plan Area 6 31 AI2103B VAMC Level 1 Concourse East Elevations 31 AI2104B VAMC Level 1 Concourse East Elevations 31 AI2201B VAMC Level 2 Enlarged West Bar Interior
Elevations 31 AI2301B VAMC Level 3 Enlarged West Bar Interior
Elevations 31 AI2401B VAMC Level 4 Enlarged West Bar Interior
Elevations 31 AI2501B VAMC Level 5 Enlarged West Bar Interior
Elevations 31 AI8322B Enlarged Elevator Sections S3-S4 31 AF21001 VAMC Departmental Entry Design
32 AE3004B VAMC Concourse East Enlarged Elevation (North) 32 AE3005B VAMC Concourse East Enlarged Elevation (Middle) 32 AE3006B VAMC Concourse East Enlarged Elevation (South) 32 AE3007B VAMC Concourse West Enlarged Elevation (South) 32 AE3008B VAMC Concourse West Enlarged Elevation (Middle) 32 AE3009B VAMC Concourse West Enlarged Elevation (North)
35 MH0000*** Mechanical Building Area Designation Plan 35 MH200B6 VAMC Ground Level HVAC Piping Plan – Area 6
36 EE000*** Electrical Building Area Designation Plan 36 EE101iB5 VAMC Level 1i Lighting Plan – Area 5 36 EE102B1 VAMC Level 2 Lighting Plan Area 1 36 EE102B2 VAMC Level 2 Lighting Plan Area 2 36 EE102B3 VAMC Level 2 Lighting Plan Area 3 36 EE103B1 VAMC Level 3 Lighting Plan Area 1 36 EE103B2 VAMC Level 3 Lighting Plan Area 2 36 EE103B3 VAMC Level 3 Lighting Plan Area 3 36 EE104B1 VAMC Level 4 Lighting Plan Area 1 36 EE104B2 VAMC Level 4 Lighting Plan Area 2 36 EE104B3 VAMC Level 4 Lighting Plan Area 3 36 EE107B5 VAMC Level 7 and 8 Lighting Plan – Area 5 36 EE623B Transformer Schedule 36 EE720B VAMC Normal Power One Line Diagram – East Bar
40 SF0000*** Building Area Designation Plan – Structural 40 SF101C1 Dock Canopy Framing Plan - Area C1 40 AF601D Central Utility Plant Door & Room Finish Schedule 40 AI600C Dock Laundry Room and Door Schedules 40 PL0000*** Plumbing Building Area Designation Plan 40 MH0000*** Building Area Designation Plan - Mechanical 40 MH200C2 Laundry Ground Level HVAC Piping Plan 40 MH401D1A Central Utility Plant Ground Level Mechanical
Enlarged Plan – Area 1A 40 EE000*** Electrical Building Area Designation Plan 40 EE200C2 Laundry Ground Level Power Floor Plan – Area C2 40 EE200D1 Central Utility Plant Ground Level, Area D1 Power
Plan 40 EE700 Medium Voltage One-Line Diagram Service and Site 40 EE701 Medium Voltage Emergency One-Line Diagram 40 EE712D Central Utility Plant Emergency Power One-Line
Diagram 40 EE713D Central Utility Plant Normal One-Line Diagram 40 EE714D Central Utility Plant Emergency One-Line Diagram
50 SF0000*** Building Area Designation Plan Structural 50 AE201E North Parking Elevations 50 AE302E North Parking Combination Wall Sections 50 MH0000*** Mechanical Building Area Designation Plan 50 EE000*** Electrical Building Area Designation Plan 50 EE701E North Parking Electrical One-Line Diagram
60 SF000b Building Area Designation Plan Structural 60 MH0000*** Mechanical Building Area Designation Plan 60 EE000*** Electrical Building Area Designation Plan
70 PL0000*** Plumbing Building Area Designation Plan 70 MH0000*** Mechanical Building Area Designation Plan 70 EE000*** Electrical Building Area Designation Plan 70 AE101M1 Bus Shelter Floor Plans, Elevations and Sections 70 EE700P1 Pump House Single Line Diagram
5. The proposal due date has been extended. Proposals are now due no later than 1:00 PM (Eastern) on 23 February 2021.
6. The three applicable wage decisions have been replaced in their entirety:
a. Wage Determination KY20200093 (Building), Modification 7 is hereby replaced with KY20210093, Modification 0, Dated 1 January 2021.
b. Wage Determination KY20200038 (Highway), Modification 8 is hereby replaced with KY20210038, Modification 0, Dated 1 January 2021.
c. Wage Determination KY20200072 (Heavy), Modification 6 is hereby replaced with KY20210072, Modification 0, Dated 1 January 2021.
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 08-Feb-2021 01:00 PM to 23-Feb-2021 01:00 PM.
The following have been modified:
PRICE BREAKOUT SCHEDULE
SECTION 00 10 00
PRICE BREAKOUT SCHEDULE
Amendment 0003
PROJECT: Replacement VA Medical Center
LOCATION: Louisville, KY
PROJECT NUMBER: P2 453413 / VA PN 603-320
OFFEROR:
Item No.
Description Quantity Unit Unit
Price Amount
BASE PROPOSAL
Amendment 0003************************************************************************************************ 0001 Sitework 1 Job NA $ All costs associated with work beyond a line five feet outside of the exterior walls of the project structures to include, but not limited to, grading, site utilities, site improvements, etc., as indicated in Phase A Volume 10 and Phase B Volume 10 of the plans, unless otherwise not necessary due to combining of the Phases into one project. This Item also is exclusive of all costs associated with the indicated portion of Option D (Salt and Mulch Storage), the indicated portion of Option E (Fencing and Gates), all of Option F (Landscaping), and the indicated portion of Option H (piping and paving). This Item also is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal. This Item also includes all costs to grade and permanently seed stabilize areas in lieu of the structures and features associated with all of Option A (Laundry), all of Option B (South Parking Structure), the indicated portion of Option E (Guard Houses), all of Option F (Landscaping), and all of Option H (Water Tower, Water Tank, and Pump House). This Item also includes all costs to grade and place vehicular concrete in lieu of the structures associated with Option D (Maintenance Building, Salt and Mulch Storage, and Fuel Island). This Item also includes all costs to extend and merge the concrete curb and gutter along the Boulevard and the concrete integral curb along the West Service Drive, in lieu of the entrances to Option B (South Parking Structure).
************************************************************************************************Amendment 0003
0002 Drilled Piers in Unclassified
Excavations 1 Job NA $
All costs associated with the installation of the drilled pier foundations in unclassified excavations for the project structures included in the Base Proposal, to include the South Covered Walkway as indicated in Phase B Volume 10. This Item includes, but is not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, and disposal of any associated spoils. For purposes of this Item, unclassified excavations are as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified diameter, which shall sum to the total amount for this Item.
a 24” Diameter 480 VLF $ $ b 30” Diameter 1,050 VLF $ $ c 36” Diameter 1,810 VLF $ $ d 42” Diameter 700 VLF $ $ e 48” Diameter 1,130 VLF $ $ f 54” Diameter 820 VLF $ $ g 60” Diameter 540 VLF $ $
Item No.
Description Quantity Unit Unit h 72” Diameter 40 VLF $ $
0003 Drilled Piers in Rock 1 Job NA $ All costs associated with the installation of the drilled pier foundations in rock for the project structures included in the Base Proposal, to include the South Covered Walkway as indicated in Phase B Volume 10. This Item includes, but is not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, rock sockets, and disposal of any associated spoils. This Item is exclusive of all costs associated with any required test probe holes, which are covered under Item 0004. For purposes of this Item, rock is as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The unit prices and subtotals shall be provided below for the estimated quantities listed for each specified diameter, which shall sum to the total amount for this Item.
a 24” Diameter 100 VLF $ $ b 30” Diameter 270 VLF $ $ c 36” Diameter 1,130 VLF $ $ d 42” Diameter 350 VLF $ $ e 48” Diameter 470 VLF $ $ f 54” Diameter 610 VLF $ $ g 60” Diameter 120 VLF $ $ h 72” Diameter 10 VLF $ $
0004 Drilled Pier Test Probe Holes 786 EA $ $ All costs associated with the installation of the estimated quantity of test probe holes in drilled piers for the project structures included in the Base Proposal, to include the South Covered Walkway as indicated in Phase B Volume 10. This Item includes, but is not limited to, associated mobilization, labor, equipment, and disposal of any associated spoils, as required per SECTION 31 63 26 DRILLED PIER for Phase B.
0005 Open Excavation Rock Removal 19,670 CY $ $ All costs associated with removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with open excavations. For purposes of this Item, open excavation rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phases A and B, as appropriate. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.
0006 Trench and Pit Rock Removal 3,190 CY $ $ All costs associated with the removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with trenches and pits. For purposes of this Item, trench and pit rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phases A and B, as appropriate. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.
0007 Hospital Building 1 Job NA $ All costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase B Volumes 30 through 37 and, as appropriate, Phase B Volume 00 of the plans. This Item is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal.
Amendment 0003************************************************************************************************ 0008 Dock / Central Utility Plant (CUP) 1 Job NA $ All costs associated with work within a line five feet outside of the exterior wall of the structures as indicated in Phase B Volume 40 and, as appropriate, Phase B Volume 00 of the plans. This Item is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal. This Item also is exclusive of all costs associated with Option A (Laundry), with the exception of the Connector area with the CUP. This Item is inclusive of the insulated wall construction with four-inch wythe of ground
Description Quantity Unit Unit faced CMU above the roof of the laundry on the CUP indicated on Phase B Volume 40 Sheet AE312D Wall Section F6 extending down to the foundation of the north wall of the CUP. This item is exclusive of the eight-inch wythe of CMU on the Laundry side of the north wall of the CUP indicated on Phase B Volume 40 Sheet AE312D Wall Section F6.
0009 North Parking Structure 1 Job NA $ All costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase B Volume 50 and, as appropriate, Phase B Volume 00 of the plans. This Item is inclusive of all structural steel shown on Phase B Volume 50 Sheet SF107E. This Item is exclusive of all costs associated with Items 0002 through 0006 related to drilled piers and rock removal. This Item also is exclusive of all costs associated with Option G (Photovoltaic (PV) Panel at North Parking Structure), to include the PV panels and support framing, with the exception of any associated utility conduits to connect to the overall structure utilities.
0010 Outbuildings and Miscellaneous
Structures 1 Job NA $
All costs associated with work within a line five feet outside of the exterior wall of the structures as indicated in Phase B Volume 70 of the plans. This Item is exclusive of all costs associated with the indicated portions of Option D (Maintenance Building and Fuel Island), the indicated portions of Option E (Guard Houses), and the indicated portions of Option H (Water Tower, Water Tank, and Pump House).
************************************************************************************************Amendment 0003
0011 Government Field Office 1 Job NA $ All costs associated with providing a Government Field Office, to include facility and all associated furniture and equipment, as specified in Section 01 50 00, Paragraph 3.6 (including associated subparagraphs).
Amendment 0003************************************************************************************************ 0012 Utility Provider Fees 1 Job NA $ 1,080,000 All fees associated with permanent utilities to be paid directly to the indicated utility providers. The fees are totaled under this Item and are itemized below by utility provider for reference. Only the Item total is to be included in the Total Base Proposal (i.e., do not include the itemized totals also).
a Louisville/Jefferson County
Metropolitan Sewer District (MSD) Connection fee, capacity charge, and inflow and infiltration (I/I) surcharge for connection to the sanitary sewer system.
1 Job NA $ 850,000 b Louisville Water Company (LWC)
System development charge, service installation fee, and tapping fee for four eight inch connections: two fire and two domestic.
1 Job NA $ 130,000 c Louisville Gas and Electric Company
(LG&E)
Connection fee for natural gas and electric.
1 Job NA $ 100,000
TOTAL BASE PROPOSAL $
Description Quantity Unit Unit
OPTIONS
0013 Option A1 – Laundry 1 Job NA $ This Item includes all work required in lieu of or in addition to that work included in the
Base Proposal. All additional costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase B Volume 40 and, as appropriate, Phase B Volume 00 of the plans. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structure are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place. This Item is inclusive of all additional costs to construct the north wall of the CUP in accordance with Phase B Volume 40 Sheet AE312D Wall Section F6 in lieu of or in addition to the wall construction included in the Base Proposal Item 0008 – Dock / Central Utility Plant (CUP). This Item is exclusive of all costs associated with “Option A2 – Laundry – Drilled Piers in Unclassified Excavations”, “Option A3 – Laundry – Drilled Piers in Rock”, and “Option A4 – Drilled Pier Test Probe Holes”.
***This Option must be exercised in conjunction with “Option A2 – Laundry – Drilled Piers in Unclassified Excavations”, “Option A3 – Laundry – Drilled Piers in Rock”, and “Option A4 – Laundry – Drilled Pier Test Probe Holes”.
***This Option may be exercised within 400 calendar days after Notice to Proceed.
0014 Option A2 – Laundry – Drilled Piers in Unclassified Excavations 1 Job NA $
All costs associated with the installation of the drilled pier foundations in unclassified excavations associated with “Option A1 – Laundry”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, and disposal of any associated spoils. For purposes of this Item, unclassified excavations are as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified a 24” Diameter 90 VLF $ $ b 30” Diameter 80 VLF $ $
***This Option must be exercised in conjunction with “Option A1 – Laundry”, “Option A3 –
Laundry – Drilled Piers in Rock”, “Option A4 – Laundry – Drilled Pier Test Probe Holes”.
0015 Option A3 – Laundry – Drilled Piers in Rock 1 Job NA $
All costs associated with the installation of the drilled pier foundations in rock associated with “Option A1 – Laundry”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, rock sockets, and disposal of any associated spoils. This Item is exclusive of all costs associated with any required test probe holes, which are covered under Item 0016. For purposes of this Item, rock is as defined in SECTION 31 63 26 DRILLED PIER for Phase B. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified diameter, which shall sum to the total amount for this Item.
a 24” Diameter 30 VLF $ $ b 30” Diameter 70 VLF $ $
***This Option must be exercised in conjunction with “Option A1 – Laundry”, “Option A2 –
Laundry – Unclassified Excavations”, and “Option A4 – Drilled Pier Test Probe Holes”.
Description Quantity Unit Unit
0016 Option A4 – Laundry – Drilled Pier
Test Probe Holes
22 EA $ $
All costs associated with the installation of the estimated quantity of test probe holes in drilled piers associated with “Option A1 – Laundry”, to include, but not limited to, associated mobilization, labor, equipment, and disposal of any associated spoils, as required per SECTION 31 63 26 DRILLED PIER for Phase B.
***This Option must be exercised in conjunction with “Option A1 – Laundry”, “Option A2 –
Laundry – Unclassified Excavations”, and “Option A3 – Laundry – Drilled Piers in Rock”.
Amendment 0001************************************************************************************************ 0017 Option B1 – South Parking
Structure 1 Job NA $
This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with work within a line five feet outside of the exterior wall of the structure as indicated in Phase A Volume 60, Phase B Volume 60, and, as appropriate, Phase B Volume 00 of the plans, unless otherwise not necessary due to combining of the Phases into one project. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structure are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place. This Item is inclusive of all structural steel shown on Phase A Volume 60 Sheet SF107F. This Item is exclusive of all costs associated with “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”. This Item also is exclusive of all costs associated with “Option J – Photovoltaic (PV) Panel at South Parking Structure”. All costs associated with any associated utility conduits to connect to the overall structure utilities to “Option J – Photovoltaic (PV) Panel at South Parking Structure” are to be included in the Base Proposal.
NOTE: This Option will not be exercised if “Option C – South Parking Lot” is exercised.
***This Option must be exercised in conjunction with “Option B2 – South Parking Structure
– Drilled Piers in Unclassified Excavations”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.
************************************************************************************************Amendment 0001
0018 Option B2 – South Parking
Structure – Drilled Piers in Unclassified Excavations
1 Job NA $
All costs associated with the installation of the drilled pier foundations in unclassified excavations associated with “Option B1 – South Parking Structure”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, and disposal of any associated spoils. For purposes of this Item, unclassified excavations are as defined in SECTION 31 63 26 DRILLED PIER for Phase A. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified a 30” Diameter 60 VLF $ $ b 36” Diameter 70 VLF $ $ c 42” Diameter 20 VLF $ $ d 48” Diameter 350 VLF $ $
Description Quantity Unit Unit e 54” Diameter 60 VLF $ $
***This Option must be exercised in conjunction with “Option B1 – South Parking
Structure”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.
0019 Option B3 – South Parking
Structure – Drilled Piers in Rock 1 Job NA $
All costs associated with the installation of the drilled pier foundations in rock associated with “Option B1 – South Parking Structure”, to include, but not limited to, associated mobilization, labor, equipment, casings, concrete, reinforcing, rock sockets, and disposal of any associated spoils. This Item is exclusive of all costs associated with any required test probe holes, which are covered under Item 0020. For purposes of this Item, rock is as defined in SECTION 31 63 26 DRILLED PIER for Phase A. The drilled pier unit prices and subtotals shall be provided below for the estimated quantities listed for each specified a 30” Diameter 30 VLF $ $ b 36” Diameter 80 VLF $ $ c 42” Diameter 10 VLF $ $ d 48” Diameter 440 VLF $ $ e 54” Diameter 60 VLF $ $
Structure”, “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.
0020 Option B4 – South Parking
Structure – Drilled Pier Test Probe Holes
138 EA $ $
All costs associated with the installation of the estimated quantity of test probe holes in drilled piers associated with “Option B1 – South Parking Structure”, to include, but not limited to, associated mobilization, labor, equipment, and disposal of any associated spoils, as required per SECTION 31 63 26 DRILLED PIER for Phase A.
Structure”, “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, “Option B3 – South Parking Structure – Drilled Piers in Rock”, and “Option B5 – South Parking Structure – Trench and Pit Rock Removal”.
Description Quantity Unit Unit
0021 Option B5 – South Parking
Structure – Trench and Pit Rock Removal
140 CY $ $
All costs associated with the removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with trenches and pits. For purposes of this Item, trench and pit rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phase A. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.
Structure”, “Option B2 – South Parking Structure – Drilled Piers in Unclassified Excavations”, and “Option B3 – South Parking Structure – Drilled Piers in Rock”, and “Option B4 – South Parking Structure – Drilled Pier Test Probe Holes”.
0022 Option C – South Parking Lot 1 Job NA $ This Item includes all work required in lieu of or in addition to that work included in the
Base Proposal. All additional costs associated with a South Parking Lot in the location indicated for the South Parking Structure. Construction details are to be per Phase B Volume 10 of the plans for the North Parking Lot, to include storm drainage. The layout of the South Parking Lot is to be similar to that on Sheet CS130 of Phase B Volume 10 of the plans, to include a total of approximately 200 spaces.
NOTE: This Option will not be exercised if “Option B – South Parking Structure” and its associated Items are exercised.
0023 Option D1 – Maintenance Building, Salt and Mulch Storage, and Fuel Island
1 Job NA $
This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with work within a line five feet outside of the exterior wall of the identified structures as indicated in Phase B Volume 70 of the plans for the Maintenance Building and Phase B Volume 10 of the plans for Salt and Mulch Storage. In addition, all additional costs associated with the Fuel Island as indicated in Phase B Volume 70 of the plans, to include the associated underground fuel tanks, but exclusive of all costs associated with “Option D2 – Fuel Storage Tanks – Open Excavation Rock Removal”. Phase B Volume 00 of the plans is applicable, as appropriate. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structures are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place.
***This Option must be exercised in conjunction with “Option D2 – Fuel Storage Tanks –
Open Excavation Rock Removal”.
0024 Option D2 – Fuel Storage Tanks –
Open Excavation Rock Removal
380 CY $ $
All costs associated with the removal and off-site disposal of the estimated quantity of rock encountered during earthwork associated with open excavations. For purposes of this Item, open excavation rock removal is as defined in and quantity is as calculated per SECTION 31 20 00 EARTHWORK for Phase B. The definitions in the specification do not preclude rock removal via blasting so long as all contract requirements are met.
Description Quantity Unit Unit
***This Option must be exercised in conjunction with “Option D1 – Maintenance Building, Salt and Mulch Storage, and Fuel Island”.
0025 Option E – Fencing, Gates, and
Guard Houses 1 Job NA $
This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with fencing and gates as indicated in Phase B Volume 10 of the plans (exclusive of temporary construction and silt fences which are to be included in the Base Proposal Item 0001 – Sitework) and all additional costs within a line five feet outside of the exterior wall of the Guard Houses as indicated in Phase B Volume 70 of the plans. Phase B Volume 00 of the plans is applicable, as appropriate. All costs associated with utilities beyond a line five feet outside of the exterior walls of the structures are to be included in the Base Proposal Item 0001 (Sitework), to include cutting and capping in place.
0026 Option F – Landscaping 1 Job NA $ This Item includes all work required in lieu of or in addition to that work included in the
Base Proposal. All additional costs associated planting beds, plantings, and irrigation, as indicated in Phase B Volume 10 of the plans.
0027 Option G – Photovoltaic (PV) Panel at North Parking Structure 1 Job NA $
This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with the structure as indicated in Phase B Volume 50 of the plans, to include the additional support framing required by the delegated design indicated in Phase B Volume 50 Sheet SF107E Plan Note 1. All costs associated with any associated utility conduits to connect to the overall structure utilities are to be included in the Base Proposal Item 0009 (North Parking Structure).
0028 Option H – Water Tower, Water
Tank, and Pump House 1 Job NA $
This Item includes all work required in lieu of or in addition to that work included in the Base Proposal. All additional costs associated with the Water Tower, Water Tank, and Pump House as indicated in Phase B Volume 70 of the plans for the redundant water supply for the mission critical facility. Phase B Volume 00 of the plans is applicable, as appropriate. This Item is inclusive of all equipment within the Pump House. This Item also is inclusive of the piping between the water tower and the water main, from the water tower to the water tank and pump house, from the water tank to the pump house , and from the pump house to the water main and fire main as indicated on Phase B Volume 10 Sheet CU104b of the plans. This Item also is inclusive of any associated paving and stone in the area, exclusive of the frost slab at the doorway of the West Electrical Building as indicated on Phase B Volume 10 Sheet CS134.
Amendment 0001************************************************************************************************ 0029 Option J – Photovoltaic (PV) Panel at South Parking Structure 1 Job NA $
Description Quantity Unit Unit
This Item includes all work required in lieu of or in addition to that work included in
“Option B1 – South Parking Structure”. All additional costs associated with the structure as indicated in Volume 60 of the plans for both Phase A and Phase B, to include the additional support framing required by the delegated design indicated in Phase A Volume 60 Sheet SF107F Plan Note 1. All costs associated with any associated utility conduits to connect to the overall structure utilities are to be included in “Option B1 – South Parking Structure”.
Structure”.
************************************************************************************************Amendment 0001 ************************************************************************************************Amendment 0003
TOTAL ALL OPTIONS $
TOTAL BASE PROPOSAL
AND ALL OPTIONS
– END OF PRICE BREAKOUT SCHEDULE –
SECTION 00 21 00 - INSTRUCTIONS
PROJNET INSTRUCTIONS
OFFEROR'S QUESTIONS AND COMMENTS
Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.ProjNet.org/ProjNet. As noted below, offerors shall not submit their proposals via ProjNet. Offerors shall submit their proposals in accordance with the provisions stated in the solicitation.
To submit and review bid inquiry items, bidders will need to be a current registered user or selfregister into system.
The Solicitation Number is: W912QR21R0008 The Bidder Inquiry Key is: HDMIY2-J4SG9F Specific Instructions for ProjNet Bid Inquiry Access:
1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.
2. Identify the Agency. This should be marked as USACE.
3. Key. Enter the Bidder Inquiry Key listed above.
4. Email. Enter the email address you would like to use for communication.
5. Select Continue. A page will then open stating a user account was not found and will ask you to create one using the provided form.
6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret
Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.
7. Select Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.
Specific Instructions for Future ProjNet Bid Inquiry Access:
1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.
2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.
3. Identify the Agency. This should be marked as USACE.
4. Key. Enter the Bidder Inquiry Key listed above.
5. Email. Enter the email address you used to register previously in ProjNet.
6. Select Continue. A page will then open asking you to enter the answer to your
SecretQuestion.
7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.
From this page you may view all bidder inquiries or add an inquiry.
Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.
Offerors are requested to review the specification in its entirety and to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.
The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.
Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.
NOTES:
1. Offerors shall not submit their proposals via ProjNet, but in accordance with the provisions stated in the solicitation. Any questions regarding acceptable means of submitting offers shall be made directly to the Contract Specialist identified in the solicitation.
2. Government responses to technical inquiries and questions relating to proposal procedures or bonds that are submitted to ProjNet in accordance with the procedures above are not binding on the Government unless an amendment is issued on Standard Form 30. In the case of any conflicts, the solicitation governs. Any changes or revisions to the solicitation will be made by formal amendment. Government responses will be limited to: (a) Notice that an amendment will be issued; (b) Reference to an existing requirement contained in the solicitation; or (c) Notice that a response is not necessary.
3.
AMENDMENT 0003 *****************************************************
The ability to enter technical inquiries and questions relating to proposal procedures or bonds will be disabled on 8 February 2021. No Government responses will be entered into the ProjNet system within five (5) calendar days prior to the closing date stated in the solicitation.
*****************************************************AMENDMENT 0003
SECTION 00 22 00 - SUPPLEMENTARY INSTRUCTIONS
EVALUATION CRITERIA
SECTION 00 22 12 - PROCEDURES FOR SUBMITTAL OF OFFERS AND PROPOSAL EVALUATION
CRITERIA
1. Overview.
1.1 The intent of this solicitation is to select one contractor for the New Veterans Affairs Medical Center, in Louisville, Kentucky. The Government will evaluate the proposals in accordance with the criteria described herein, and award a firm fixed price contract to the responsible offeror, whose proposal conforms with all the terms and conditions of the solicitation and whose proposal is determined to represent the overall best value to the Government.
1.2 The basis of award is the Tradeoff Process. The Contracting Officer will award a firm fixed price contract to the responsible offeror whom the Source Selection Authority (SSA) determines conforms to the solicitation, is fair and reasonable in price, and offers the best overall value to the Government. The Government reserves the right to award to other than the lowest priced offeror or to other than the highest technically rated offeror, or to reject all offers.
2. Submittal of offers.
2.1 Offerors submitting proposals for this project should limit submissions to data essential for evaluation of proposals so that a minimum of time and monies will have been expended in preparing information required herein.
The proposals must include information sufficiently detailed to clearly describe the offeror's past performance, technical approach, and management capabilities necessary for successful completion of the project. Requirements stated in this Request for Proposal (RFP) are minimums. Innovative, creative or cost-saving proposals that meet or exceed the requirements are encouraged and will be rated accordingly.
2.2 Offerors shall submit their proposals to the US Army Corps of Engineers, 600 Dr. Martin Luther King, Jr.
Place, Room 821, Louisville, KY 40202-2267 no later than the time and date specified in Block 13 of Standard Form 1442. NOTE: The Louisville District is in the Eastern Time Zone.
2.3 Offerors are required to submit a proposal made up of Past Performance, Management, Key Subcontractor Experience, Schedule, Small Business Participation Plan, and Price and Pro Forma. All proposal materials shall be submitted in binders with a table of contents and tabbed section dividers. The sections should parallel the submission requirements identified below. Volume I shall be submitted in original and 7 (seven) paper copies and one electronic copy on CD/DVD*. Volume II shall be submitted in original and 1 CD/DVD* only and shall be placed in a separate envelope. Failure to place the required submission information under the appropriate tab (factor or subfactor) may result in a lower rating if the evaluators cannot readily find the appropriate information.
*NOTE: Provide the complete Volume I proposal submittal including text, renderings, drawings, photographs, etc on CD/DVD (one copy). Provide the complete Volume II proposal submittal on a separate CD/DVD (one copy), including the final price breakout schedule if the final price breakout schedule(s) are available electronically. The paper copy of the proposal shall be used for evaluation and will control any conflicts or discrepancies between the two media. Offeror is responsible for ensuring the paper copy is consistent with the electronic copy of the proposal.
There is a total limit of 200 pages for Volume I (excluding dividers; double sided pages count as two pages) using a minimum font size of 11 and a minimum margin size of one-half inch on all sides. Page size must be 8.5” x 11” for all pages unless otherwise stated/allowed. Please see the submission requirements below for additional page limitations for individual evaluation factors. Format restrictions will be strictly adhered to and enforced.
Information submitted which exceeds the specified total limit or individual limits will not be evaluated.
2.4 The target ceiling for contract award is $705,000,000, exclusive of the Government Field Office, based on funds currently made available for this project. The Government cannot guarantee that additional funds will become available for award. Offerors are under no obligation to approach this ceiling.
3. Proposal Evaluation Process.
3.1 A Source Selection Evaluation Board (SSEB) comprised of representatives of the U.S. Army Corps of Engineers (USACE), User/Customer, and other required personnel will evaluate the proposals. Offerors are advised that the technical evaluation and rating of proposals will be conducted in strict confidence. The number and identities of offerors are not revealed to anyone who is not involved in the evaluation and award process or to other offerors.
Proposals will be evaluated based on the factors described herein, and the basis of award is the Tradeoff Process.
3.2 The evaluation process essentially consists of five parts: proposal compliance review, technical evaluation, Source Selection Advisory Council review, price evaluation, and price/technical trade-off analysis.
3.2.1 Proposal Compliance Review: This is an initial review to ensure that all required forms and certifications are complete and that both a technical and price proposal were received.
3.2.2 Technical Evaluation: The SSEB will evaluate and rate the technical proposals (i.e., Volume I) against the RFP requirements. Factor I – Past Performance will be rated using Tables 1 and 2 below. The rating will be based on overall confidence in performance, with the final confidence assessment rating based on the extent of recent, relevant past experience, and how well the offeror performed on that experience. Factors II-IV (Management, Key Subcontractor Experience, Schedule), including all subfactors, will be rated using Table 3 below. Factor V – Small Business Participation Plan will be rated using Table 4 below.
3.2.3 Source Selection Advisory Council (SSAC) Review: The SSAC will review the evaluation results of the SSEB to ensure the evaluation process follows the evaluation criteria, and the ratings are appropriately and consistently applied. The SSAC will consolidate their advice and recommendations into a written comparative analysis and recommendation for use by the SSA in selecting the offeror who represents the best value to the Government.
3.2.4 Price Evaluation: The SSEB, SSAC and SSA will evaluate price proposals independent of the technical evaluation. The SSEB will not have access to price information until completion of the technical evaluation of the original proposals.
3.2.5 Price/Technical Trade-off Analysis: After all above evaluations are complete, the SSA will compare the relative advantages and disadvantages of technical proposals and compare prices. The SSA will then consider all factors to select the proposal offering the best value to the Government.
4. Proposal Information and Related Evaluation Factors.
4.1 Proposals will be evaluated in accordance with the factors and subfactors below, listed in relative order of importance. NOTE: To be eligible for award, Factor I, Past Performance, must be rated at least Satisfactory Confidence, and Factors II through V, including subfactors, must be rated at least “Acceptable.” All non-priced factors, when combined, are approximately equal to price. The Government intends to evaluate proposals and award a contract without discussions with offerors (except clarifications as described in Federal Acquisition Regulation (FAR) 15.306(a)). Therefore, the offeror’s initial proposal should contain the offeror’s best terms from a price and technical standpoint. The Government reserves the right to conduct discussions if the Contracting Officer later determines them to be necessary. If the Contracting Officer determines that the number of proposals that would otherwise be in the competitive range exceeds the number at which an efficient competition can be conducted, the Contracting Officer may limit the number of proposals in the competitive range to the greatest number that will permit an efficient competition among the most highly rated proposals.
4.2 Volume I – Factor I – Past Performance (Prime Contractor) 1st
4.3 Volume I - Factor II – Management 2nd
Subfactor A – Management Plan Equal to Subfactor B Subfactor B – Individual Key Personnel Experience Equal to Subfactor A
4.4 Volume I – Factor III – Key Subcontractor Experience 3rd
4.5 Volume I – Factor IV – Schedule 4th
4.6 Volume I - Factor V – Small Business Participation Plan 5th
4.7 Volume II - Price and Pro Forma Information (Sealed Envelope)
Tab A Standard Form 1442 and Price Breakout Schedule Not Rated
Tab B Subcontracting Plan Not Rated
Tab C Joint Venture and Mentor-Protégé Agreements Not Rated
Tab D Evidence of Ability to Obtain Bonding and Not Rated
Proof of Financial Ability
Tab E Pre-Award Information Not Rated
4.8 Ratings
Evaluators will apply the adjectival rating for the definition that most closely matches the evaluation.
Table 1 - Past Performance Relevancy Ratings Rating Definition Very Relevant Present/past performance effort involved essentially the same scope and magnitude of effort and complexities this solicitation requires.
Relevant Present/past performance effort involved similar scope and magnitude of effort and complexities this solicitation requires.
Somewhat Relevant Present/past performance effort involved some of the scope and magnitude of effort and complexities this solicitation requires.
Not Relevant Present/past performance effort involved little or none of the scope and magnitude of effort and complexities this solicitation requires.
Table 2 - Past Performance Confidence Assessments Ratings Rating Definition Substantial Confidence Based on the offeror’s recent/relevant performance record, the Government has a high expectation that the offeror will successfully perform the required effort.
Satisfactory Confidence Based on the offeror’s recent/relevant performance record, the Government has a reasonable expectation that the offeror will successfully perform the required effort.
Neutral Confidence No recent/relevant performance record is available or the offeror’s performance record is so sparse that no meaningful confidence assessment rating can be reasonably assigned. The offeror may not be evaluated favorably or unfavorably on the factor of past performance.
Limited Confidence Based on the offeror’s recent/relevant performance record, the Government has a low expectation that the offeror will successfully perform the required effort.
No Confidence Based on the offeror’s recent/relevant performance record, the Government has no expectation that the offeror will successfully perform the required effort.
Table 3 –…
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