Amendment 0004 - PR ER DOT PRMNT RPR (15).pdf

(x)

693C7324B000005 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 1412/04/20230004

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

10/23/2023

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(15):

The purpose of this Amendment is to:

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

a) Revise and replace the Bid Schedule to remove and add new pay items to schedule A as follows:

i. 21000-6000, Temporary Rock Barrier Sediment Trap (Removed)

ii. 63603-1000, 8" Ductile Iron Pressure Relief Valve (Removed)

iii. 62700-3000, Jute Mesh (Added)

iv. 63603-6000, 1" Air Relief Valve (Added)

v. 63603-7000, 8" Ductile Iron Pressure Reducing Valve (Added)

Continued ...

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)

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

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 43

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7324B000005/0004

b) See B Pages Changes Summary_Amendment 4.pdf for details.

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

a) Delete and substitute subsection 638-3.08 (d)

b) Delete and substitute subsection 638-3.08 (f)

c) See SCR Changes_Amendment 4.pdf for details.

3) Revise the Government Furnished Information as follows:

a) Replace 2017 PRHTA's Material Testing Schedule with the latest version of the document.

b) See Government Furnished Document Summary_Amendment 4.pdf for details.

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

The Bid Opening date of December 14, 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. 0004

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0004 Project PR ER DOT PRMNT RPR (15)

Puerto Rico Highway and Transportation Authority Landslide repairs in Barranquitas, Puerto Rico

The purpose of this Amendment is to:

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

a) Revise and replace the Bid Schedule to remove and add new pay items to schedule A as follows:

i. 21000-6000, Temporary Rock Barrier Sediment Trap (Removed)

ii. 63603-1000, 8" Ductile Iron Pressure Relief Valve (Removed)

iii. 62700-3000, Jute Mesh (Added)

iv. 63603-6000, 1" Air Relief Valve (Added)

v. 63603-7000, 8" Ductile Iron Pressure Reducing Valve (Added)

b) See B Pages Changes Summary_Amendment 4.pdf for details.

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

a) Delete and substitute subsection 638-3.08 (d)

b) Delete and substitute subsection 638-3.08 (f)

c) See SCR Changes_Amendment 4.pdf for details.

3) Revise the Government Furnished Information as follows:

a) Replace 2017 PRHTA's Material Testing Schedule with the latest version of the document.

b) See Government Furnished Document Summary_Amendment 4.pdf for details.

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

The Bid Opening date of December 14, 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 Schedule and Cost Proposal Summary Pages B-1 through B-5 and substitute with the amended Cost Proposal Bid Schedule and Cost Proposal Summary, pages B-1 through B-5.

a) Delete the following pay item from Schedule A:

1. 21000-6000, Temporary Rock Barrier Sediment Trap

2. 63603-1000, 8" Ductile Iron Pressure Relief Valve

b) Add the following pay items to Schedule A:

1. 62700-3000, Jute Mesh

2. 63603-6000, 1" Air Relief Valve

3. 63603-7000, 8" Ductile Iron Pressure Reducing Valve

B I D S C H E D U L E Schedule A

Project No: PR ER DOT PRMNT RPR(15)

Project Name: PR-152; HWY-246, 247, 248, 249, 252, & 253

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 4.00 Cuerda $ $

20100-3000 Line 0080 84 Each $ $

20200-1000

Line 0090 ALL LPSM $

20300-1000 Line 0100 35,000 m3 $ $

20300-5000 Line 0110 7,700 m3 $ $

20500-1000 Line 0120 1,300 m3 $ $

21000-1000 Line 0130 700 M $ $

21000-2000 Line 0140 50 Each $ $

21001-1000 Line 0150 6 Each $ $

30400-1000 Line 0160 115 m3 $ $

40300-1000 Line 0170 3,000 m2 $ $

42100-3000 Line 0180 230 TON $ $

42100-4000 Line 0190 150 TON $ $

60200-1000 Line 0200 1,500 lb $ $

60300-1000 Line 0210 75 M $ $

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

HPM Bituminous Pavement Mix Type B (50)(12)

Reinforcing Steel

18" Reinforced Concrete Pipe Class-III

Silt Fence

Straw Bales

Stabilized Construction Entrance

Clearing and Grubbing

Cutting and Removing Trees, Small

Removal of Structures and Obstructions

Unclassified Excavation

Borrow Class B

Trench Excavation, Unclassified

Aggregate Base Course

Cold Milling Bituminous Concrete Pavement, depth=0.025m

HPM Bituminous Pavement Mix Type S (50)(38)

Submitted by: __________________________

Schedule Total: _________________________

B-1

650,000.00

750.00

7,000.0010.00

15.00

Francisco.Cintron Text Box

Project No: PR ER DOT PRMNT RPR(15)

Project Name: PR-152; HWY-246, 247, 248, 249, 252, & 253

Item No. Quantity Unit Unit Price Amount

60300-2000 Line 0220 60 M $ $

60300-3000 Line 0230 85 M $ $

60400-1000 Line 0240 1 Each $ $

60400-3000 Line 0250 1 Each $ $

60400-4000 Line 0260 1 Each $ $

60400-5000 Line 0270 1 Each $ $

60400-7000 Line 0280 4 Each $ $

60400-8000 Line 0290 2 Each $ $

60400-9000 Line 0300 1 Each $ $

60401-4000 Line 0310 3 Each $ $

60401-7000 Line 0320 7 Each $ $

60500-1000 Line 0330 300 M $ $

60600-1000 Line 0340 250 M $ $

60600-4000 Line 0350 200 M $ $

61101-1000 Line 0360 31 mo $ $

61400-1000 Line 0370 3,200 m3 $ $

61700-1000 Line 0380 450 m2 $ $

61700-8000 Line 0390 150 m2 $ $

61700-9000 Line 0400 390 m2 $ $

61800-2000 Line 0410 950 M $ $

61800-3000 Line 0420 130 M $ $

Special Inlet, Type 4

Inlet, Type 4

4" Underdrain, Perforated PVC

Manhole, Type A, Diam. 1.20m, Height 3.48m

Manhole, Type A, Diam. 1.20m, Height 4.56m

Manhole, Type A, Diam. 1.20m, Height 5.12m

Concrete Drainage Structure, Headwall Type B

Manhole, Type B, Diam. 1.83m, Height 1.67m

Manhole, Type B, Diam. 1.83m, Height 4.07m

24" Reinforced Concrete Pipe Class-III

30" Reinforced Concrete Pipe Class-III

Manhole, Type A, Diam. 1.20m, Height 3.84m

Gabions

Concrete Paved Waterway, Type I

Concrete Channel, Type A

Concrete Channel, Type B

Thermoplastic Pavement Marking Stripes, White

Thermoplastic Pavement Marking Stripes, Yellow

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Field Office

B-2

Francisco.Cintron

Project No: PR ER DOT PRMNT RPR(15)

Project Name: PR-152; HWY-246, 247, 248, 249, 252, & 253

Item No. Quantity Unit Unit Price Amount

62200-2000 Line 0430 20 m3 $ $

62200-5000 Line 0440 8 m3 $ $

62500-1000 Line 0450 150 m3 $ $

62700-1000 Line 0460 10,000 m2 $ $

62700-3000 Line 0470 9,900 m2 $ $

63500-5000 Line 0480 13 Each $ $

63501-5000 Line 0490 1 Each $ $

63501-6000 Line 0500 7 Each $ $

63501-7000 Line 0510 6 Each $ $

63501-8000 Line 0520 4 Each $ $

63502-1000 Line 0530 1 Each $ $

63502-2000 Line 0540 3 Each $ $

63502-3000 Line 0550 4 Each $ $

63502-4000 Line 0560 3 Each $ $

63502-5000 Line 0570 2 Each $ $

63502-6000 Line 0580 7 Each $ $

63503-1000 Line 0590 2,190 M $ $

63503-2000 Line 0600 2,190 M $ $

63503-3000 Line 0610 10 Each $ $

63503-4000 Line 0620 10 Each $ $

63503-5000 Line 0630 2 Each $ $

PREPA Transmission Standard, 38-CP-5

PREPA Transmission Standard, 38-CP-6

PREPA Transmission Standard, 38-CP-7

PREPA Transmission Standard, 38-CP-8

PREPA Transmission Standard, S-1

PREPA Transmission Standard, S-2

Dumped Riprap, Class 2

Filter Blanket, Type A

Furnishing and Placing Loamy Topsoil

Seeding, (without mulch)

Jute Mesh

Concrete Pole, M-16-1, 2, 3, 4

PREPA Transmission Standard, TF-1-2

PREPA Transmission Standard, TE-1-2-3

PREPA Transmission Standard, E-1-2-3

PREPA Transmission Standard, S-3

PREPA Transmission Standard, S-4

PREPA Transmission Standard, S-5

PREPA Transmission Standard, S-6

Conductor 556.6 MCM ACSR

Conductor 336.6 MCM (SPACER) ACSR

B-3

Francisco.Cintron

Project No: PR ER DOT PRMNT RPR(15)

Project Name: PR-152; HWY-246, 247, 248, 249, 252, & 253

Item No. Quantity Unit Unit Price Amount

63503-6000 Line 0640 2 Each $ $

63503-7000 Line 0650 2 Each $ $

63504-1000 Line 0660 ALL LPSM $

63504-2000 Line 0670 1 CTSM $

63602-1000 Line 0680 211 M $ $

63602-2000 Line 0690 162 M $ $

63602-5000 Line 0700 6 Each $ $

63602-6000 Line 0710 6 Each $ $

63603-2000 Line 0720 31 M $ $

63603-4000 Line 0730 4 Each $ $

63603-6000 Line 0740 1 Each $ $

63603-7000 Line 0750 1 Each $ $

63604-1000 Line 0760 ALL LPSM $

63604-8000 Line 0770 1 CTSM $

63604-9000 Line 0780 2 Each $ $

63802-1000 Line 0790 ALL LPSM $

66100-1000 Line 0800 2 Each $ $

93101-1000 Line 0810 140 M $ $

93101-3000 Line 0820 65 M $ $

93101-4000 Line 0830 6 m2 $ $

93501-0000 Line 0840 22 Each $ $

PREPA Transmission Standard, F1-3

PREPA Transmission Standard, M2-1

Removal of Existing PREPA Facilities

8" Ductile Iron Pipe, Gate Valve

1" Air Relief Valve

8" Ductile Iron Pressure Reducing Valve

Removal of Existing PRASA Facilities

Utility Company Compensation (PRASA)

Concrete Box Manhole

Utility Company Compensation (PREPA)

4" Ductile Iron Pipe, Class 350

12" Ductile Iron Pipe, Class 350

4" Ductile Iron Pipe, Gate Valve

12" Ductile Iron Pipe, Gate Valve

8" Ductile Iron Pipe, Class 350

Maintenance of Traffic (MOT)

Project Funding Sign

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Removal and Disposal of Lead-Based Paint (Pavement Marking, 0.15m Width)

Removal and Disposal of Lead Based Paint (Painted Curb)

Locate Utility, Test Pit

B-4

20,000.00

60,000.00

Francisco.Cintron

BID SUMMARY

Project PR ER DOT PRMNT RPR(15)

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

The performance period for the completion of Schedule A is 920 Calendar Days.

B-5

Francisco.Cintron

B Pages Changes Summary Page 1 of 1

Special Contract Requirement (J Pages) changes

1. Delete Subsection 638-3.08 (d) and substitute with the following:

(d) Each temporary traffic signals shall be located as shown on plans or as approved by the Engineer. The contractor must provide delineation, channelization and/ or protection of the temporary traffic signal.

2. Delete Subsection 638-3.08 (f) and substitute with the following:

(f) The Contractor must provide on each signal controller cabinet a sign indicating the telephone number and the contact information for the Traffic Control Supervisor and/ or other assigned contractor personnel to be called for repairs in case of malfunctioning of the signal system.

Government Furnished Document changes

1. Delete 2017 PRHTA's Material Testing Schedule and replace with the latest version of PRHTA's Material Testing Schedule.

a) PRHTA's Material Testing Schedule was replaced to include the latest version of the document.

Government Furnished Document Changes

By Migdalia Carrion-Alers at 5:15 pm, Dec 17, 2019

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 detail for the Temporary Rock Barrier Sediment Trap. Please provide detail.

Response: Pay item 21000-6000 Temporary Rock Barrier Sediment Trap has been removed from Schedule A because is no longer needed in this contract. The revised Bid Schedule will be provided in this amendment.

2. We understand that Item 63603-1000 8” Ductile Iron Pressure Relief Valve asks for an air relief valve for the 8” diameter pipe. Please corfirm the diameter of the valve.

Response: : Pay item 63603-1000 8" Ductile Iron Pressure Relief Valve is not included in this contract and has been removed from Schedule A. The Bid Schedule has been revised in this amendment to include Pay item 63603-7000 8" Ductile Iron Pressure Reducing Valve.

3. There is no item for payment for the air relief valves required at the 4” diameter water lines.

Response: There is a 1-inch air relief valve to be installed in a 4-inch diameter water line located at site HWY-249. The Bid Schedule has been revised in this amendment to include Pay item 63603-6000 1” Air Relief Valve.

4. There is no item for payment for the “Jute Mesh” required.

Response: The Bid Schedule has been revised in this amendment to include Pay item 62700-3000 Jute Mesh.

5. There is no item for payment for the “Curb & Gutter” required.

Response: Construction of curb and gutter is not included in this contract.