Amendment 0002 - PR ER DOT PRMNT RPR(14).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 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 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.

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 NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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 APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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 (Number, 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)

Previous edition unusable

693C73

N/A

PR ER DOT PRMNT RPR(14)

THE PURPOSE OF THIS AMENDMENT IS TO:

SEE ATTACHED

693C73

FEDERAL HIGHWAY ADMINISTRATIONEASTERN FEDERAL

LANDS HIGHWAY DIVISION QUANTUM PARK, 22001

LOUDOUN COUNTY PKWY SUITE E2-3-300

ATTN:ACQUISITIONS

ASHBURN VA 20147

FEDERAL HIGHWAY ADMINISTRATION EASTERN

FEDERAL LANDS HIGHWAY DIVISION QUANTUM PARK,

22001 LOUDOUN COUNTY PKWY SUITE E2-3-300

ATTN:ACQUISITIONS

ASHBURN VA 20147

693C73-23-R-000001

SEE BLOCK 14

1 7

07/07/2022

05/11/2022

Amendment No. 0002

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002 Project PR ER DOT PRMNT RPR(14)

Puerto Rico Highway and Transportation Authority Landslide Repairs in Utuado

Solicitation No.: 693C73-23-R-000001

The purpose of this Amendment is to:

1) Revise the Request For Qualifications (RFQ) as follows:

a) Table 2 Schedule B Sites in the Project Description to remove the landslide site

ER HWY-164 located in PR-140 KM 17.0.

b) Second paragraph of Item No. 3 in Factor 2. Offeror’s Experience and Past performance section to correct the evidence of past and present performance.

c) Bullet no. 18 in Factor 1. Key Personnel and Experience section in page 14 to correct the requirements for the table listening of subcontractors.

d) See Request For Qualifications (RFQ) Changes_Amendment 2.

2) Revise the draft Request For Proposals (RFP) as follows:

a) Table 2 Schedule B Sites in Subsection 1.A.2 to remove the landslide site ER

HWY-164 located in PR-140 KM 17.0.

b) Replace the Government Furnished Information table to remove the landslide site

ER HWY-164 located in PR-140 KM 17.0.

c) See Draft Request for Proposals (RFP) Changes_Amendment 2.

3) Provide a summary of responses to questions/clarifications asked by potential offerors.

The Statements of Qualifications due date remains Thursday, July 14th, 2022, at 2:00 p.m. EST.

Request For Qualifications (RFQ) Changes Page 1 of 1

Request For Qualifications (RFQ) Changes

1. Delete Table 2 Schedule B Sites in the Project Description and substitute with the following:

Table 2

Schedule B Sites

Road Kilometer

ER-HWY

Number

AC CON

Number

Conceptual Earth Retaining Structure Repair Type

PR-140

14.15 158 861579 Gravity Gabion Wall

14.8 159 863579 Gravity Gabion Wall

14.9 160 861579 Cantilever Reinforced Concrete Wall

15.0 161 863579 Embankment Construction

15.2 162 861579 Cantilever Reinforced Concrete Wall

16.1 163 885579 Gravity Gabion Wall

17.2 165 865579 Gravity Concrete Wall

19.1 166 861579 Gravity Gabion Wall

19.2 167 865579 Gravity Gabion Wall

22.3 168 865579 Gravity Gabion Wall

23.0 169 885579 Cantilever Reinforced Concrete Wall

26.0 171 886579 Gravity Gabion Wall

31.5 175 886579 Gravity Gabion Wall

2. Delete the second paragraph of Item No.3 in Factor 2. Offeror’s Experience and Past performance section, and substitute the following:

Provide evidence of performance with past and present customers, and past and present subcontractors. Also, if available, provide evidence of past and present performance with Federal (CPARS), State, and/or local government agencies. Submit a minimum of two (2) references. Include agency or firm’s name, point of contact name, email addresses and phone numbers, date work was performed, and nature of work.

3. Delete in page 14 bullet no. 18 in Factor 1. Key Personnel and Experience section, and substitute the following:

Provide a table listing any subcontractors whom the Offeror proposes to provide services in the project and indicate their experience performing similar work to the one they will be performing for this project. Consider small business concerns subcontracting requirements as is identified in the amended Synopsis when listing possible subcontractors. Limit your table to two 11” x 17” sheets.

Request for Proposals (RFP) Changes Page 1 of 1

Draft Request for Proposals (RFP) Changes

1. Delete Table 2 Schedule B Sites in Subsection 1.A.2 and substitute with the following:

Table 2 Schedule B Sites

Road Kilometer ER-HWY Number

AC CON

Number

Conceptual Earth Retaining Structure Repair Type

PR-140

14.15 158 861579 Gravity Gabion Wall

14.8 159 863579 Gravity Gabion Wall

14.9 160 861579 Cantilever Reinforced Concrete Wall

15.0 161 863579 Embankment Construction

15.2 162 861579 Cantilever Reinforced Concrete Wall

16.1 163 885579 Gravity Gabion Wall

17.2 165 865579 Gravity Concrete Wall

19.1 166 861579 Gravity Gabion Wall

19.2 167 865579 Gravity Gabion Wall

22.3 168 865579 Gravity Gabion Wall

23.0 169 885579 Cantilever Reinforced Concrete Wall

26.0 171 886579 Gravity Gabion Wall

31.5 175 886579 Gravity Gabion Wall

2. Delete the government furnished document table and substitute with the following:

Project No.: PR ER DOT PRMNT RPR (14) Location: Utuado, Puerto Rico Government Furnished Document Last Revision: 6/30/2022 8:16 PM

AC No.

CON

Site

ID

Consultant Municipality Road KM Type of Repair

P la ns

Sp ec ia l P ro vi si o ns

Su p p le m en ta l

Sp ec ifi ca ti o ns

C o st

E st im at es

C o ns tr uc ti o n

Sc he d ul es

Te ch ni ca l

G eo te ch

Le ad

A sb es to s

H yd ro lo g y

H yd ra ul ic s

Sc o ur

G eo te ch

H yd ro lo g y

H yd ra ul ic s

St ru ct ur al

Q ua nt it y

C o m p ut at io ns

P R

EP

A

P R A

SA

O th er T el ec o m

U ti lit y St at us

R ep o rt

A p p ro ve d

D ra ft

C o rr es p o nd en ce

O th er N

EP

A

D o cu m en ts

Tr ee

In ve nt o ry

Ec o lo g ic al

D N

ER

H ab it at

C eg o ri za ti o n

U

SA

C E

H -H

P er m it T ra ck er

P la ns

C er ti fic at io n

D o cu m en ta ti o ns

St ru ct ur al

G eo te ch

G en er al

H yd ra ul ic

D es ig n

N ar ra ti ve

R es ili en cy E xp la na ti o n

D es ig n-

B ui ld E lig ib ili ty he ck lis t

D D

IR

C A

D D

F ile s

O th er F ile s

895579 34 FEF Consultores, PSC Utuado PR-111 43.1 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X X X X 895579 35 FEF Consultores, PSC Utuado PR-111 43.3 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X X X X 895579 36 FEF Consultores, PSC Utuado PR-111 43.4 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X X X X

805579 37 Barret Hale & Alamo, LLC Utuado PR-111 44.9 Cantilever Sheet Pile

Wall

X X X X X X X X X X XD X X X X X XD XD X X X

895579 38 FEF Consultores, PSC Utuado PR-111 45.4 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X X X X

850579 39 Stanley Consultants

Engineers, Inc Utuado PR-111 45.9 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X

850579 40 Stanley Consultants

Engineers, Inc Utuado PR-111 46.2 Gravity Gabion Wall X X X X X X X X X X XD X X X X X X X

850579 41 Stanley Consultants

Engineers, Inc Utuado PR-111 46.3 Gravity Gabion Wall X X X X X X X X X X XD X X X X X X X

850579 44 Stanley Consultants

Engineers, Inc Utuado PR-111 50.4 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X

850579 45 Stanley Consultants

Engineers, Inc Utuado PR-111 55.9

Gravity Gabion Wall with Nails

X X X X X X X X X XD X X X X X X X

850579 46 Stanley Consultants

Engineers, Inc Utuado PR-111 55.1

Gabion Mattress - Channelization

X X X X X X X X X XD X X X X X X X

865579 47 Integra Design Group, Architects & Engineers

Utuado PR-111 56.22 Gravity Gabion Wall X X X X X X X X X X X X X X X X X X X X X X X X X

895579 48 FEF Consultores, PSC Utuado PR-111 56.4 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X X X X

865579 49 Integra Design Group, Architects & Engineers

Utuado PR-111 59.45 Concrete Gravity

Wall X X X X X X X X X X X X X X X X X X X X X

865579 50 Integra Design Group, Architects & Engineers

Utuado PR-111 62.2 No geotech structure

X X X X X X X X X X X X X X X X X X X X X

865579 51 Integra Design Group, Architects & Engineers

Utuado PR-111 64.98 Gabion faced Soil

Nail Wall X X X X X X X X X X X X X X X X X X X X X X X X X X X

895579 52 FEF Consultores, PSC Utuado PR-111 65.32 Gravity Concrete

Wall

X X X X X X X X X X X X XD X X X X X X X X X X X X

805579 53 Barret Hale & Alamo, LLC Utuado PR-111 66.2 Open Bottom Box

Culvert

X X X X X X X X X X X X X XD X X X X X X X XD XD X X X

865579 54 Integra Design Group, Architects & Engineers

Utuado PR-111 66.05 Gabion faced Soil

Nail Wall X X X X X X X X X X X X X X X X X X X X X X

865579 56 Integra Design Group, Architects & Engineers

Utuado PR-111 66.9 Cantilever

Reinforced Concrete Wall

X X X X X X X X X X X X X X X X X X X X X X X

848579 91 Stanley Consultants

Engineers, Inc Utuado PR-123 48.8

Gravity Gabion Wall with Nails

X X X X X X X X X X X X XD X X X X X X X

848579 92 Stanley Consultants

Engineers, Inc Utuado PR-123 50.6

Gravity Gabion Wall with Nails

X X X X X X X X X X X X XD X X X X X X X

848579 93 Stanley Consultants

Engineers, Inc Utuado PR-123 50.8

Gravity Gabion Wall with Nails

X X X X X X X X X X X X XD X X X X X X X

848579 94 Stanley Consultants

Engineers, Inc Utuado PR-123 60.4 Unknown X X X X X XD X X X X X

848579 103 Stanley Consultants

Engineers, Inc Utuado PR-123

54.82- 54.88

Anchored Soldier Pile Wall

X X X X X X X X X X X X XD X X X X X X

861579 158 CHM Ingenieros y

Arquitectos Utuado PR-140 14.15 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X X

863579 159 Integra Design Group, Architects & Engineers

Utuado PR-140 14.8 Gravity Gabion Wall X X X X X X X X X X XD X X X X X X X X

861579 160 CHM Ingenieros y

Arquitectos Utuado PR-140 14.9

Cantilever Reinforced Concrete

Wall

X X X X X X X X X X XD X X X X X X X X X

863579 161 Integra Design Group, Architects & Engineers

Utuado PR-140 15 Embankment reshaping (2H:1V) and HPTRM

X X X X X X X X X X XD X X X X X X X X

861579 162 CHM Ingenieros y

Arquitectos Utuado PR-140 15.2

Cantilever Reinforced Concrete

Wall

X X X X X X X X X X XD X X X X X X X X X

885579 163 H2 Asociados, PSC Utuado PR-140 16.1 Gravity Gabion Wall X X X X X X X X X X X XD X X X X X X X X X

ROW

EFLHD Review Comments & Resolution

Report Computation

Status Utility

Endorsements

NEPA

Additional Environmental

Actions Permitting

Page 1 of 2 Legend: P - Pending; X - Document Provided; XD - Draft Document Provided

Project No.: PR ER DOT PRMNT RPR (14) Location: Utuado, Puerto Rico Government Furnished Document Last Revision: 6/30/2022 8:16 PM

AC No.

CON

Site

ID

Consultant Municipality Road KM Type of Repair

P la ns

Sp ec ia l P ro vi si o ns

Su p p le m en ta l

Sp ec ifi ca ti o ns

C o st

E st im at es

C o ns tr uc ti o n

Sc he d ul es

Te ch ni ca l

G eo te ch

Le ad

A sb es to s

H yd ro lo g y

H yd ra ul ic s

Sc o ur

G eo te ch

H yd ro lo g y

H yd ra ul ic s

St ru ct ur al

Q ua nt it y

C o m p ut at io ns

P R

EP

A

P R A

SA

O th er T el ec o m

U ti lit y St at us

R ep o rt

A p p ro ve d

D ra ft

C o rr es p o nd en ce

O th er N

EP

A

D o cu m en ts

Tr ee

In ve nt o ry

Ec o lo g ic al

D N

ER

H ab it eg o ri za ti o n

U

SA

C E

H -H

P er m it T ra ck er

P la ns

C er ti fic at io n

D o cu m en ta ti o ns

St ru ct ur al

G eo te ch

G en er al

H yd ra ul ic

D es ig n

N ar ra ti ve

R es ili en cy E xp la na ti o n

D es ig n-

B ui ld E lig ib ili ty he ck lis t

D D

IR

C A

D D

F ile s

O th er F ile s

ROW

EFLHD Review Comments & Resolution

Report Computation

Status Utility

Endorsements

NEPA

Additional Environmental

Actions Permitting

865579 165 Integra Design Group, Architects & Engineers

Utuado PR-140 17.2 Gravity Concrete

Wall

X X X X X X X X X X X X X X X X X X X X XD XD X X X

861579 166 CHM Ingenieros y

Arquitectos Utuado PR-140 19.1 Gravity Gabion Wall X X X X X X X X X X X XD X X X X X X X X X

865579 167 Integra Design Group, Architects & Engineers

Utuado PR-140 19.2 Gravity Gabion Wall X X X X X X X X X X X X X X X X X X XD XD X X X

865579 168 Integra Design Group, Architects & Engineers

Utuado PR-140 22.3 Gravity Gabion Wall X X X X X X X X X X X X X X X X X X X XD XD X X X

885579 169 H2 Asociados, PSC Utuado PR-140 23 Cantilever

Reinforced Concrete Wall

X X X X X X X X X X X XD X X X X X X X X

865579 170 Integra Design Group, Architects & Engineers

Utuado PR-140 23.55 Embankment

Construction &

HPTRM

X X X X X X X X X X X X X X X X XD XD X X

886579 171 H2 Asociados, PSC Utuado PR-140 26 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X 886579 175 H2 Asociados, PSC Utuado PR-140 31.5 Gravity Gabion Wall X X X X X X X X X XD X X X X X X X X

840579 380 Klein Engineering, PSC Utuado PR-524 0.7 Drilled Shaft

Retaining Wall

846579 390 O&M Consulting Engineering, PSC

Utuado PR-611 1.3 RSS X X X X X X X XD XD XD X X X X X X X X X X X

846579 391 O&M Consulting Engineering, PSC

Utuado PR-611 1.7 Gravity Gabion Wall X X X X X X X XD X X X X X X X X X X X

846579 392 O&M Consulting Engineering, PSC

Utuado PR-611 2.85 Gravity Gabion Wall X X X X X XD X X X X X X X X X X X

846579 393 O&M Consulting Engineering, PSC

Utuado PR-611 3.1 RSS X X X X X XD X X X X X X X X X X X

846579 394 O&M Consulting Engineering, PSC

Utuado PR-611 7.1 Gravity Gabion Wall X X X X X X XD X X X X X X X X X X X

805579 395 Barret Hale & Alamo, LLC Utuado PR-6111 1.9 Gravity Gabion Wall, Box Culvert

X X X X X X X X X X X X X X X X X X X X X XD XD X X X

Page 2 of 2 Legend: P - Pending; X - Document Provided; XD - Draft Document Provided

Questions/Clarifications

Questions/Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, but questions submitted within 10 days of the proposal due date may not be answered in time for the offeror to properly incorporate the responses into their proposal.

1. Regarding the Landslide repairs in Utuado PR, we have visited all the locations indicated in the project. However, we observed that one in particular, PR-140 Km 17.0 (ER HWY-

164) has already been intervened and worked on.

Should we eliminate this site from the list? Or should we include it anyway? Please advice.

Response: The landslide site ER HWY-164 located in PR-140 KM 17.0 has been permanently repaired by PRHTA and has been removed from this contract. Refer to the sites listed in Schedule B in the amended RFQ and draft RFP documents.

2. Can a company participate as designer for one team and as Quality Manager for another?

Response: In general, a company should be able to provide design services for specific sites and provide quality management services for the design where they are not the lead designer.

However, the Offerors will be evaluated based on the proposed key personnel per RFQ Factor 1 Key Personnel and Experience requirements. The statement of qualifications submitted needs to include all the required information and the designated individual for each of the key personnel for the Government to evaluate the proposed team.

3. Please indicate if the past performance evaluations are required for each of the project submitted as experience.

Response: Past performance evaluations that Offerors include in their submittal are not required to be tied to the sample projects but need to otherwise meet the requirements of the RFQ Factor 2 Offeror’s Experience and Past Performance.

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