W912QR21R0008_Specs_CT-0001.pdf

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 10

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

16C. DATE SIGNED

BY 10-Dec-2020

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 is extended, X 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

10-Dec-2020

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_Specs_CT-0001

W912QR21R0008

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

AMENDMENT 0001 – SUMMARY OF CHANGES

1) Specification Section 00 10 00 - Price Breakout Schedule has been deleted and replaced in its entirety.

SECTION 00 10 00 - SOLICITATION

The following have been modified:

SECTION 00 10 00

PRICE BREAKOUT SCHEDULE

Amendment 0001

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

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), and all of Option F (Landscaping). 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), and all of Option F (Landscaping). 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).

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 $ $ h 72” Diameter 40 VLF $ $

Item No.

Description Quantity Unit Unit

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.

0008 Dock / Central Utility Plant (CUP) 1 Job NA $ 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.

0009 North Parking Structure 1 Job NA $ structure as indicated in Phase B Volume 50 and, as appropriate, Phase B Volume 00 of the plans. This Item is exclusive of all costs associated with Items 0002 through 0006

Description Quantity Unit Unit 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 all of Option H (Water Tower and Water Tank). This Item also includes all work required to re-route water lines to, from, and within the Pump House, due to the absence of the Water Tower and Water Tank.

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).

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.

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 $

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 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”.

Description Quantity Unit Unit

***This Option may be exercised within 800 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”.

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, Description Quantity Unit Unit 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 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”, to include the PV panels and support framing, with the exception of any associated utility conduits to connect to the overall structure utilities.

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 $ $ 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

Description Quantity Unit Unit 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”.

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

Description Quantity Unit Unit 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.

***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.

Description Quantity Unit Unit

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 support framing. 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).

B1 0028 Option H – Water Tower and Water

Tank 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 and Water Tank as indicated in Phase B Volume 70 of the plans. Phase B Volume 00 of the plans is applicable, as appropriate.

Amendment 0001************************************************************************************************ 0029 Option J – Photovoltaic (PV) Panel at South Parking Structure 1 Job NA $

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 support framing. 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

TOTAL ALL OPTIONS $

TOTAL BASE PROPOSAL

AND ALL OPTIONS

– END OF PRICE BREAKOUT SCHEDULE –

(End of Summary of Changes)