Amendment 0005 - 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 1412/06/20230005

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 revise pay items description on schedule A as follows:

i. 42100-3000, HPM Bituminous Pavement Mix Type S (50)(12)

ii. 40300-1000, Cold Milling Bituminous Concrete Pavement, Variable Depth (0.050m to 0.075m)

b) Revise and replace the Bid Schedule to revise the bid schedule quantities for the following pay items on Schedule A:

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 9

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7324B000005/0005

i. 42100-3000, HPM Bituminous Pavement Mix Type S (50)(12)

ii. 42100-4000, HPM Bituminous Pavement Mix Type B (50)(12)

c) See B Pages Changes Summary_Amendment 5.pdf for details.

The Bid Opening date remains December 14, 2023, at 2:00 p.m. EST.

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

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0005

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0005 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 revise pay items description on schedule

A as follows:

i. 42100-3000, HPM Bituminous Pavement Mix Type S (50)(12)

ii. 40300-1000, Cold Milling Bituminous Concrete Pavement, Variable Depth (0.050m to 0.075m)

b) Revise and replace the Bid Schedule to revise the bid schedule quantities for the following pay items on Schedule A:

i. 42100-3000, HPM Bituminous Pavement Mix Type S (50)(12)

ii. 42100-4000, HPM Bituminous Pavement Mix Type B (50)(12)

c) See B Pages Changes Summary_Amendment 5.pdf for details.

The Bid Opening date remains December 14, 2023, at 2:00 p.m. EST.

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-05.

a) Revise the pay item description and the bid schedule quantities for the following pay item on Schedule A:

1. 42100-3000, HPM Bituminous Pavement Mix Type S (50)(12)

b) Revise the bid schedule quantities for the following pay item on Schedule A:

1. 42100-4000, HPM Bituminous Pavement Mix Type B (50)(12)

c) Revise the pay item description for the following pay item on Schedule A:

1. 40300-1000, Cold Milling Bituminous Concrete Pavement, Variable Depth (0.050m to 0.075m)

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 460 TON $ $

42100-4000 Line 0190 300 TON $ $

60200-1000 Line 0200 1,500 lb $ $

60300-1000 Line 0210 75 M $ $

Schedule Total: _________________________

Submitted by: __________________________

Aggregate Base Course

Cold Milling Bituminous Concrete Pavement, Variable Depth (0.050m to 0.075m)

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

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

B-1

660,000.00

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 $ $

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

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

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

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, 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

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

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 $ $

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

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

PREPA Transmission Standard, F1-3

PREPA Transmission Standard, M2-1

Removal of Existing PREPA Facilities

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