Amendment 0001 - PR ER DOT PRMNT RPR(20).pdf

(x)

693C7323B000009 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

x

ASHBURN VA 20147

ATTN: Construction

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: Acquisitions

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1404/27/20230001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

04/11/2023

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project PR ER DOT PRMNT RPR(20):

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to:

a) Replace the Bid Schedule Pages and Bid Summary Sheet to update the description.

b) See B Pages Changes Summary_Amendment 1.pdf for details.

2) Revise the Plans as follows:

a) Schedule A (AC-829579): Replace Sheets 17 (SS-A 01), 18 (SS-A 02), 25 (UTW-A 01), 26

(UTW-A 02), 37 (RD-A 01), 50 (SS-B 01), 51 (SS-B 02), 58 (UTW-B 01), 59 (UTW-B 02), 70

(RD-B 01), 84 (SS-C 01), 85 (SS-C 02), 92 (UTW-C 01), 93 (UTW-C 02), 102 (RD-C 01), 115

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 38

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

693C7323B000009/0001

(SS-D 01), 116 (SS-D 02), 123 (UTW-D 01), 124

(UTW-D 02), 132 (RD-D 01), 145 (SS-E 01), 146

(SS-E 02), 153 (UTW-E 01), 154 (UTW-E 02), and

165 (RD-E 01).

b) See Amended Plans_SS-AC-829579_Amendment

1.pdf, Amended Plans_UTW-AC-829579_Amendment

1.pdf, and Amended Plans_RD-AC-829579_Amendment

1.pdf.

3) Revise the Special Contract Requirements (J

Pages) as follows:

a) Revise Subsection 610-4.01 to correct a reference Table 934-7.

b) See SCR Changes_Amendment 1.pdf for details.

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

5) The bid opening date of May 11, 2023, at 2:00 p.m. EST remains unchanged.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0001

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PR ER DOT PRMNT RPR (20)

Puerto Rico Highway and Transportation Authority

Landslide Repairs in Añasco, Puerto Rico

Solicitation: 693C73-23-B-000009

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to:

a) Replace the Bid Schedule Pages and Bid Summary Sheet to update the description.

b) See B Pages Changes Summary_Amendment 1.pdf for details.

2) Revise the Plans as follows:

a) Schedule A (AC-829579): Replace Sheets 17 (SS-A 01), 18 (SS-A 02), 25 (UTW-

A 01), 26 (UTW-A 02), 37 (RD-A 01), 50 (SS-B 01), 51 (SS-B 02), 58 (UTW-B

01), 59 (UTW-B 02), 70 (RD-B 01), 84 (SS-C 01), 85 (SS-C 02), 92 (UTW-C

01), 93 (UTW-C 02), 102 (RD-C 01), 115 (SS-D 01), 116 (SS-D 02), 123 (UTW-

D 01), 124 (UTW-D 02), 132 (RD-D 01), 145 (SS-E 01), 146 (SS-E 02), 153

(UTW-E 01), 154 (UTW-E 02), and 165 (RD-E 01).

b) See Amended Plans_SS-AC-829579_Amendment 1.pdf, Amended Plans_UTW-

AC-829579_Amendment 1.pdf, and Amended Plans_RD-AC-

829579_Amendment 1.pdf.

3) Revise the Special Contract Requirements (J Pages) as follows:

a) Revise Subsection 610-4.01 to correct a reference Table 934-7.

b) See SCR Changes_Amendment 1.pdf for details.

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

5) The bid opening date of May 11, 2023, at 2:00 p.m. EST remains unchanged.

B Pages Changes Summary Page 1 of 1

B Pages changes

1. Delete Cost Proposal Bid Schedules and Cost Proposal Summary Pages B-1 through B-5 and substitute with the amended Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-1 through B-5.

a) Revise the following pay item description to Schedule A:

1. Pay item 61000-4000 Concrete Barrier, F Shape (Modified).

B I D S C H E D U L E

SCHEDULE: A

PROJECT NO: PR ER DOT PRMNT RPR(20)

PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0010 ALL LPSM $

15100-1000 Line 0020 ALL LPSM $

15102-0000 Line 0030 1 CTSM $

15401-0000 Line 0040 ALL LPSM $

15401-1000 Line 0050 ALL LPSM $

15501-0000 Line 0060 ALL LPSM $

20100-0000 Line 0070 1.50 Cuerda $ $

20100-4000 Line 0080 2 Each $ $

20200-1000 Line 0090 ALL LPSM $

20300-1000 Line 0100 620 m3 $ $

20300-5000 Line 0110 860 m3 $ $

20500-1000 Line 0120 215 m3 $ $

20600-1000 Line 0130 1,870 m3 $ $

21000-1000 Line 0140 520 M $ $

21000-2000 Line 0150 115 Each $ $

30100-1000 Line 0160 210 m3 $ $

30400-2000 Line 0170 50 m3 $ $

30500-1000 Line 0180 80 m2 $ $

40300-1000 Line 0190 1,980 m2 $ $

Subbase Course

Aggregate Base Course, Class A

Lean Concrete Base

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Cold Milling Bituminous Concrete Pavement

Unclassified Excavation for Structures

Silt Fence

Straw Bales

Clearing and Grubbing

Cutting and Removing Trees, Large (25" to 46" Diameter)

Removal of Structures and Obstructions

Unclassified Excavation

Borrow Class B

Trench Excavation, Unclassified

B-1

275,000.00

5,200.0010.00

1,725.0015.00

Ricardo.Reyes Text Box

PROJECT NO: PR ER DOT PRMNT RPR(20)

PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)

Item No. Quantity Unit Unit Price Amount

42101-1000 Line 0200 380 TON $ $

42101-2000 Line 0210 170 TON $ $

60200-1000 Line 0220 19,000 lb $ $

60300-2000 Line 0230 26 M $ $

60300-3000 Line 0240 12 M $ $

60402-5000 Line 0250 2 Each $ $

60402-6000 Line 0260 1 Each $ $

60402-7000 Line 0270 3 Each $ $

60402-8000 Line 0280 2 Each $ $

60402-9000 Line 0290 2 Each $ $

60500-3000 Line 0300 145 M $ $

60600-4000 Line 0310 205 M $ $

60600-9000 Line 0320 280 M $ $

60601-1000 Line 0330 5 Each $ $

60700-1000 Line 0340 180 M $ $

60900-2000 Line 0350 275 M $ $

60900-6000 Line 0360 195 M $ $

61000-3000 Line 0370 1 Each $ $

61000-4000 Line 0380 55 M $ $

Concrete Barrier, End Section, Type CE-MED

Concrete Barrier, F Shape (Modified)

Barbed Wire Fence, Type A

Combination Concrete Curb and Gutter, Type-F

Concrete Gutter (Paved)

Inlet, Type 4A, 30" Dia.

Inlet, Type 5, 24" Dia.

4 inch Pipe Underdrain, Type PVC

Reinforcing Steel

24" Reinforced Concrete Pipe Class-III

30" Reinforced Concrete Pipe Class-III

Removal, Storage and Delivery of Existing Guardrail

Corrugated Steel Guardrail, Single Face

ThrieBeam Transition Section, Type II

Warm Mix Asphalt (WMA) Concrete, Type S (75)(38)

Warm Mix Asphalt (WMA) Concrete, Type B (75)(34)

24" Headwall, Type D

30" Headwall, Type D

Inlet, Type 4A, 24" Dia.

B-2

Ricardo.Reyes

PROJECT NO: PR ER DOT PRMNT RPR(20)

PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)

Item No. Quantity Unit Unit Price Amount

61100-1000 Line 0390 22 mo $ $

61310-1000 Line 0400 11 Each $ $

61310-5000 Line 0410 4 Each $ $

61400-1000 Line 0420 520 m3 $ $

61700-1100 Line 0430 95 m2 $ $

61700-1200 Line 0440 180 m2 $ $

61700-1300 Line 0450 285 m2 $ $

61800-2000 Line 0460 885 M $ $

62101-2000 Line 0470 33 Each $ $

62200-1000 Line 0480 25 m3 $ $

62200-7000 Line 0490 80 m3 $ $

62500-1000 Line 0500 110 m3 $ $

62600-1000 Line 0510 12,950 Each $ $

63200-2000 Line 0520 80 M $ $

63600-1000 Line 0530 180 M $ $

63604-1000 Line 0540 ALL LPSM $

63604-8000 Line 0550 1 CTSM $

63802-1000 Line 0560 ALL LPSM $

66100-1000 Line 0570 1 Each $ $

Utility Company Compensation (PRASA)

Maintenance of Traffic (MOT)

Project Funding Sign

Grouted Riprap, Class II

Furnishing and Placing Loamy Topsoil

Planting Vetiver Grass

Cleaning and Repair of Storm Sewer

4" PVC Pipe, SDR 14

Removal of Existing PRASA Facilities

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type IV

Concrete Paved Waterway, Type V

Thermoplastic Pavement Marking Stripes, white (0.15 mts. Width)

Right-of-way Marker

Filter Blanket, Class II

Field Office

Traffic Sign Assembly, Code 1

Traffic Sign Assembly, Code 5

Gabions

B-3

20,000.00

Ricardo.Reyes

PROJECT NO: PR ER DOT PRMNT RPR(20)

PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)

Item No. Quantity Unit Unit Price Amount

91001-6000 Line 0580 6 Each $ $

91200-0000 Line 0590 170 m2 $ $

92400-1000 Line 0600 1,085 m2 $ $

93400-1000 Line 0610 175 m3 $ $

93501-0000 Line 0620 6 Each $ $

Structural Concrete, Class III (General Use)

Locate Utility, Test Pit

Transiton Module to Concrete Parapet

Prefabricated Drainage Composite

Erosion Control Blanket Type 4

B-4

Ricardo.Reyes

B -5

BID SUMMARY

Project PR ER DOT PRMNT RPR(20)

(1) Schedule A (Base Contract) Bid Total (from Page B-1) = (1) $____________________

The performance period for the completion of Schedule A is 610 Calendar Days

Ricardo.Reyes

Plan Sheet changes 1 of 1

Plan Sheet changes

PLANS_AC-829579_adv.pdf

1. Delete Plan Sheets 17 (SS-A 01), 18 (SS-A 02), 50 (SS-B 01), 51 (SS-B 02), 84 (SS-C 01), 85 (SS-C 02), 115 (SS-D 01), 116 (SS-D 02), 145 (SS-E 01) and 146 (SS-E 02) Soil Survey Plan and Boring Logs with the Amended Plans_SS-AC-829579_Amendment 1.pdf.

a) Sheets 17 (SS-A 01), 18 (SS-A 02), 50 (SS-B 01), 51 (SS-B 02), 84 (SS-C 01), 85

(SS-C 02), 115 (SS-D 01), 116 (SS-D 02), 145 (SS-E 01) and 146 (SS-E 02) were updated to revise the sheet scale and resolution.

2. Delete Plan Sheets 25 (UTW-A 01), 26 (UTW-A 02), 58 (UTW-B 01), 59 (UTW-B 02), 92

(UTW-C 01), 93 (UTW-C 02), 123 (UTW-D 01), 124 (UTW-D 02), 153 (UTW-E 01), and 154 (UTW-E 02) P.R.A.S.A. Utilities and P.R.A.S.A. Facilities and substitute with the Amended Plans_UTW-AC-829579_Amendment 1.pdf.

a) Sheets 25 (UTW-A 01), 26 (UTW-A 02), 58 (UTW-B 01), 59 (UTW-B 02), 92

(UTW-C 01), 93 (UTW-C 02), 123 (UTW-D 01), 124 (UTW-D 02), 153 (UTW-E

01), and 154 (UTW-E 02) were updated to revise the sheet scale and resolution.

3. Delete Plan Sheets 37 (RD-A 01), 70 (RD-B 01), 102 (RD-C 01), 132 (RD-D 01), and 165

(RD-E 01) Tree Inventory and Mitigation Plan and substitute with the Amended Plans_RD- AC-829579_Amendment 1.pdf.

a) Sheets 37 (RD-A 01), 70 (RD-B 01), 102 (RD-C 01), 132 (RD-D 01), and 165 (RD-

E 01) were updated to revise the sheet scale and resolution.

Amendment No. 1

SCR changes 1 of 1

Special Contract Requirement (J Pages) changes

1. Delete Subsection 610-4.01 first paragraphs and substitute with the following:

610-4.01 See Table 934-7 for sampling and testing requirements.

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 bid opening may not be answered in time for the bidder to properly incorporate the responses into their proposal.

The following questions and issues were asked via email. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised, and some questions not have been included.

The Government’s direct response to the sender may also have been updated below for better clarity.

1. There is no pay item for concrete retaining walls.

Response: The pay items related to the gravity retaining walls are; 60200-1000 Reinforcing Steel and 93400-1000 Structural Concrete, Class III (General Use). In addition, the pay items for other components and materials for the construction of the walls were also provided. When the plans and other contract documents reference concrete specification 601 shall be interpreted as referring to Specification 934. Refer to Subsection 934-1.01.c of the SCRs for additional information.

Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material furnished according to the contract. The scheduled quantities may be increased, decreased, or deleted.

2. There is no pay item for concrete barrier F shape.

Response: The pay item for the concrete barrier F shape is 61000-4000 Concrete Barrier, F Shape (Modified). The pay item description has been revised from the bid schedule through this amendment. Refer to the amended B pages.

Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material

Questions/Clarifications

3. The SS, RR & UTW drawings are significantly scaled down and barely legible. Is it possible to receive these drawings with a more appropriate scale and resolution?

Response: The SS, UTW & RD sheets have been revised in this amendment. Refer to the amended plan sheets.

4. Specification 610 for concrete barriers does not indicate the class of concrete (spec 934) to be used. Please clarify.

Response: Use Class III (General Use) for concrete barrier “F” shape. When the plans and other contract documents reference concrete specification 610 shall be interpreted as referring to Special Provision 934. The pay item 61000-4000 Concrete Barrier, F Shape (Modified) description has been revised from the bid schedule through this amendment. Refer to the amended B pages and Subsection 934-1.01.c of the SCRs for additional information.

Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material

5. Another uncertainty that we have at our firm is about "Transition Module,speed >45mph (cast in place)". We would like to know what this item means and what it is since we have asked about said item and we haven't had an answer with the pertinent local authorities.

Response: When the plans and other contract documents reference Transition Module, speed >45mph (cast in place) shall be interpreted as referring to the bid schedule item 91001-6000 Transiton Module to Concrete Parapet. Refer to Specification 910 – bridge transition upgrades and transition modules and PRHTA Standard Drawing (MB-23 to MB-30 sheets) for information.