RFQ 36C26222Q0476 A0001.pdf

5. PROJECT NUMBER (if applicable)

CODE 7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER 3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODE CODE

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:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication 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 is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office. is not, 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.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

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 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer)

600-22-2-5667-0388

36C262

Department of Veterans Affairs Network Contracting Office 22 4811 Airport Plaza Drive Suite 600 Long Beach CA 90815

Department of Veterans Affairs Network Contracting Office 22 4811 Airport Plaza Drive Suite 600 Long Beach CA 90815

To all Offerors/Bidders

36C26222Q0476

03-23-2022

X x X

X ONE (1)

- Amendment A0001 is issued to post the following documents:

- COR responses to Contractor RFIs

- DWG, Project Repair Concrete Sidewalk, Replace Fire Hydrant Layout and Demolition Plan

- Job Walk Sign-in Roster

Contractors shall acknowledge all Amendments issued.

HARRY SEBALLOS

CONTRACTING OFFICER

RFI Questions & Answers

Project Name: VA Long Beach Health Care System, Repair Concrete Sidewalk, Replace Fire Hydrant

Solicitation Number: RFQ 36C26222Q0476: RFI 03 /21 /2022, 10:00 AM Local Time Quote 03 /31 /2022, 2:00 PM Local Time

Question 1

Specs call for new ADA compliant ramp with cross walk connecting to existing walkway & blue reflector into roadway in line with new hydrant replacement. There is approximately 45 l/f of damaged asphalt that needs to be repaired/ patch back to install proper reflectors and mark pathway.

A: The road is already contracted to be repaved after the completion of the major construction projects in the future. Current roadway is sufficient for marker placement.

Question 2

With regard to the walkway/ sidewalk is contractor responsible for any base and if so how thick (sand or rock).

A: Current subbase is sufficient for placement. Currently we have lifting from pre-existing trees that have already been removed. Some root removal and grading in those locations will be necessary to establish proper elevations. 4” aggregate compacted subgrade may be required in those locations for repair.

Question 3

Please provide details for truncated dome installation (cast-in-place or surface mount?)

Also provide locations of truncated dome on plans.

A: All Truncated Domes will be cast-in-place. See Attached detail for locations.

Question 4

Please advise if sewer on sidewalk is to be protected in place.

A: Yes, Sewer in sidewalk is to be protected in place.

Question 5

Is there a finish grading plan showing all new elevations?

A: No elevation plan has been established. Elevations are to follow the current layout and elevations doweled into existing curb.

Question 6

Please confirm that cross slope is max 2% and direction of travel 5%.

A: The % of slope and travel match the required parameters.

Question 7

Is there as built available of the existing fire hydrant?

A: Currently NO as built is available to reflect current conditions.

Question 8

Please indicate on drawings location of where the fire hydrant will be moved to.

A: See Attachment.

Question 9

Are there any plumbing details for the hydrant? I.e. model number etc.

A: Contractor shall install new 6” Clow 2065 Wet Barrel Fire Hydrant (Painted Red) with Isolation Foot Valve, 5’ to 10’ from Hydrant per City of Long Beach, Fire Department Standards, Pipe shop to provide specifications. Hydrant will have Fiberglass, candy cane striped locator rod, with red flag. Hydrant # to be painted with 2-1/2” White letters.

Question 10

Please provide a detail for the thrust block requirement.

A: Thrust block is for the vertical riser, cast in place 3500 psi to match existing.

STOP

PE

D

XIN

G

PED

XING

STOP

5A

S

COURAGE WAY

STOP

PE

D

XIN

G

PED

XING

STOP

5A

S

COURAGE WAY

EXISTING CONCRETE WALKEXISTING CONCRETE WALK

EXISTING CONCRETE WALK

EXISTING CONCRETE WALK

EXISTING CONCRETE CURB

TO REMAIN

REMOVE

REMOVE REMOVE

REMOVE

AND CURB

EXISTING CONCRETE WALK

REMOVE

RAMP AND CURB

EXISTING CONCRETE

CURB TO REMAIN

EXISTING CONCRETE WALK

RAMP AND CURB

TO REMAIN

EXISTING CONCRETE CURB

REMOVE

LI

M

IT

S

O F

W O

R K

LI

M

IT

S

O F

W O

R K

LI

M

IT

S

O F

W O

R K

RESTORE

2" DG, FINE GRADE TO EXISTING

NEW ADA COMPLIANT

RAMPS

PAINT

CROSSWALK

NEW ADA COMPLIANT

RAMPS

EX. DG

NEW 4" CONCRETE WALK NEW 4" CONCRETE WALK

LI

M

IT

S

O F

W O

R K

REPAIR

EX.

RAMP

N A V Y

W A Y

N A V Y

W A Y

M E D A L

O F

H O N O R

B L V D

M E D A L

O F

H O N O R

B L V D

DEMOLITION PLAN

LAYOUT PLAN

5A

5A

FH

FH

EXISTING COBBLE PAVING

TO REMAIN

EX. COBBLE

TO REMAIN

VENTS

VENTS

6 DG PLANTERS AND EDGE

REMOVE

NOTES

1. REMOVE, REUSE EXISTING UTILITY LIDS IN CONCRETE PAVEMENT

2 - STORM DRAIN LIDS

6 - WATER LIDS

PAINT

CURB

1. CONCRETE WALK 3,000 SF

2. ADA RAMPS 4 EA

3. PAINTING

- CURB 1,000 SF

- CROSSWALK 260 SF

SUMMARY

1. CONCRETE WALK 3,100 SF

2. COBBLE PAVING 500 SF

3. CONCRETE CURB 50 LF

SUMMARY

4. REPAIR RAMP 1 EA

CONCRETE WORK AT COURAGE WAY (CAROB RD.)

U.S. DEPARTMENT OF VETERANS AFFAIRS

ENGINEERING SERVICE - MAINTENANCE SUSTAINMENT UNIT

LONG BEACH MEDICAL CENTER

5901 E. 7th Street, Long Beach, CA 90822 north nts

EXISTING CONCRETE

REMOVE

CURB AND PAVING

EX

IS

TI

N

G W

AL

K

EX

IS

TI

N

G W

AL

K

NEW CONCRETE

CURB AND PAVING

5. CONCRETE PAVING 260 SF

6. CONCRETE CURB 30 LF

2. CONCRETE PAVING 260 SF

REVISED 1.4.22

4642.7924

386'

7. DG, 2" 85 SF

8. TRUNCATED DOME TEXTURED SURFACE

ADA COMPLIANT RAMPS PADS - (5) locations

REVISED 1.4.22

REVISED 1.4.22

REVISED 1.4.22

REVISED 1.4.22

RAMP

REVISED 1.4.22

REVISED 1.4.22

REVISED 3.22.22

REVISED 3.22.22

8.

8.

8. 8.

REVISED 3.22.22

REVISED 3.22.22REVISED 3.22.22

REMOVE EXISTING FIRE HYDRANT

NEW FIRE HYDRANT (VA Standard Detail)

FH

REVISED 3.22.22