Amendment 0003 - PR ER DOT PRMNT RPR(21).pdf

(x)

693C7324B000011 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 1406/26/20240003

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

05/09/2024

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(21)

The purpose of this Amendment is to:

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

a) Replace the Bid Schedule, Pages B-1 through B-9.

b) See the Bid Schedule Changes for details.

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

3) The Bid Opening date will be rescheduled to July 2, 2024, at 2:00 p.m. EDT.

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 .

Amendment No. 0003

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PR ER DOT PRMNT RPR(21)

Puerto Rico Highway and Transportation Authority

Landslide Repairs in Lares, Puerto Rico

Solicitation: 693C73-24-B-000011

The purpose of this Amendment is to:

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

a) Replace the Bid Schedule Pages B-1 through B-9.

b) See the Bid Schedule Changes for details.

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

3) The Bid Opening date will be rescheduled to July 2, 2024, at 2:00 p.m. EDT.

B Pages Changes Summary Page 1 of 1

B Pages Changes

1. Delete Bid Schedule Pages B-1 through B-9 and substitute with the amended Bid Schedule Pages B-1 through B-9.

a) Revised bid amount for the following Schedule B pay items:

1. Pay item 63601-9000 16” Ductile Iron Pipe, Class 250

2. Pay item 63602-1000 Utility Company Compensation (PRASA)

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

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

Item No. Quantity Unit Unit Price Amount

15001-0000 Line A0020 ALL LPSM $

15100-1000 Line A0040 ALL LPSM $

15102-0000 Line A0060 ALL LPSM $ 170,000.00 $ 170,000.00

15401-0000 Line A0080 ALL LPSM $

15401-2000 Line A0100 ALL LPSM $

15501-0000 Line A0120 ALL LPSM $

20100-0000 Line A0140 0.50 CUERDA $ $

20100-2000 Line A0160 5 EACH $ $

20200-0000 Line A0180 ALL LPSM $

20300-0000 Line A0200 270 M3 $ $

20301-0000 Line A0220 950 M3 $ $

20500-1000 Line A0240 80 M3 $ $

20600-1000 Line A0260 1,500 M3 $ $

20600-7000 Line A0280 ALL LPSM $

21000-2000 Line A0300 200 M 10.00$ 2,000.00$

21000-5000 Line A0320 40 EACH 15.00$ 600.00$

30101-0000 Line A0340 105 M3 $ $

30500-2000 Line A0360 355 M2 $ $

40300-2000 Line A0380 650 M2 $ $

Construction survey and staking

Mobilization

Reimbursement for Municipality

Contractor testing

Contractor Testing (Cultural Resources Protection and Monitoring)

Construction schedule

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

Unclassified Excavation for Structure

Temporary Shoring and Bracing (HWY-140)

Soil Erosion Control, Silt Fence

Clearing and Grubbing

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Trench Excavation, Unclassified

Soil Erosion Control, Straw Bales

Subbase Course

Lean Concrete Base

Schedule Total: ________________________

Submitted by: _________________________

B-1Amendment 0003

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

Item No. Quantity Unit Unit Price Amount

42101-3000 Line A0400 145 TON $ $

42101-4000 Line A0420 80 TON $ $

60200-0000 Line A0440 26,600 LBS $ $

60302-4000 Line A0460 30 M $ $

60400-9000 Line A0480 2 EACH $ $

60401-1000 Line A0500 2 EACH $ $

60402-4000 Line A0520 2 EACH $ $

60501-2000 Line A0540 115 M $ $

60501-3000 Line A0560 2 M $ $

60600-4000 Line A0580 85 M $ $

60700-0000 Line A0600 55 M $ $

60900-6000 Line A0620 20 M $ $

61000-2000 Line A0640 75 M $ $

61000-5000 Line A0660 90 M $ $

61101-0000 Line A0680 15 MO $ $

61300-1000 Line A0700 2 EACH $ $

61700-6000 Line A0720 90 M2 $ $

61700-8000 Line A0740 125 M2 $ $

61700-9000 Line A0760 25 M3 $ $

Concrete Paved Gutter

Concrete Barrier, Type C

Concrete Barrier, F Shape (Modified)

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

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

Inlet, Type 5

Headwall, Type D

3" Pipe Underdrain, Perforated Pipe

3" Pipe Underdrain, Non-Perforated Pipe

Removal, Storage and Delivery of Guardrail

Barbed Wire Fence, Type A

Reinforcing Steel

30" RCP Pipe Class III

Inlet, Type 4

Concrete Paved Waterway, Type VII

Bed Course Material

Field Office

Traffic Sign Assembly, Code 1

Concrete Paved Waterway, Type V

B-2Amendment 0003

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

61800-2000 Line A0780 310 M $ $

62100-2000 Line A0800 2 EACH $ $

62100-3000 Line A0820 4 EACH $ $

62200-5000 Line A0840 15 M3 $ $

62201-7000 Line A0860 10 M3 $ $

62202-1000 Line A0880 15 M3 $ $

62500-1000 Line A0900 40 M3 $ $

62600-0000 Line A0920 4,500 EACH $ $

63800-1000 Line A0940 ALL LPSM $

66100-1000 Line A0960 4 EACH $ $

91200-0000 Line A0980 210 M2 $ $

92400-1000 Line A1000 380 M2 $ $

93400-5000 Line A1020 160 M3 $ $

93400-7000 Line A1040 270 M3 $ $

93501-0000 Line A1060 8 EACH $ $

Thermoplastic Pavement Markings Stripes, White

Hectometer Marker

Right-of-way Marker

Filter Blanket, Type A

Prefabricated Drainage Composite

Erosion Control Blanket, Type 4

Structural Concrete, Class III (General Use)

Structural Concrete, Class II (General Use)

Locate Utility, Test Pit

Grouted Riprap, Class III

Grouted Riprap, Class IV

Furnishing and placing loamy topsoil

Planting Vetiver Grass

Maintenance of Traffic

Project Funding Sign

B-3Amendment 0003

Schedule B

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

Item No. Quantity Unit Unit Price Amount

15001-0000 Line B0020 ALL LPSM $

15100-1000 Line B0040 ALL LPSM $

15102-0000 Line B0060 ALL LPSM 160,000.00$

15401-0000 Line B0080 ALL LPSM $

15401-1000 Line B0100 ALL LPSM $

15401-2000 Line B0120 ALL LPSM $

15501-0000 Line B0140 ALL LPSM $

20100-0000 Line B0160 0.23 CUERDA $ $

20100-1000 Line B0180 5 EACH $ $

20100-2000 Line B0200 1 EACH $ $

20200-0000 Line B0220 ALL LPSM $

20300-0000 Line B0240 1,020 M3 $ $

20301-0000 Line B0260 620 M3 $ $

20500-1000 Line B0280 70 M3 $ $

20600-1000 Line B0300 1,090 M3 $ $

20600-5000 Line B0320 ALL LPSM $

20700-1000 Line B0340 55 M3 $ $

21000-2000 Line B0360 320 M 10.00$ 3,200.00$

21000-5000 Line B0380 70 EACH 15.00$ 1,050.00$

Schedule Total: ________________________

Submitted by: _________________________

Temporary Shoring and Bracing (HWY-107)

Foundation Fill

Soil Erosion Control, Silt Fence

Construction survey and staking

Mobilization

Reimbursement for Municipality

Contractor testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resources Protection and Monitoring)

Soil Erosion Control, Straw Bales

Borrow Class B

Trench Excavation, Unclassified

Unclassified Excavation for Structure

Construction schedule

Clearing and Grubbing

Cutting and Removing Trees, Large

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

B-4Amendment 0003

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

Item No. Quantity Unit Unit Price Amount

21001-3000 Line B0400 1 EACH $ $

30101-0000 Line B0420 80 M3 $ $

30400-1000 Line B0440 45 M3 $ $

30500-2000 Line B0460 155 M2 $ $

40300-2000 Line B0480 970 M2 $ $

42101-3000 Line B0500 170 TON $ $

42101-4000 Line B0520 55 TON $ $

42101-5000 Line B0540 50 TON $ $

60200-0000 Line B0560 6,200 LBS $ $

60302-4000 Line B0580 8 M $ $

60400-9000 Line B0600 1 EACH $ $

60401-7000 Line B0620 2 EACH $ $

60402-2000 Line B0640 2 EACH $ $

60402-5000 Line B0660 1 EACH $ $

60500-4000 Line B0680 70 M $ $

60501-2000 Line B0700 27 M $ $

60501-3000 Line B0720 5 M $ $

60600-1000 Line B0740 170 M $ $

60600-4000 Line B0760 90 M $ $

W-beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

6" Pipe Underdrain, Perforated PVC

3" Pipe Underdrain, Perforated PVC

3" Pipe Underdrain

Reinforcing Steel

30" RC Pipe Class III

Inlet, Type 4

Aggregate Base Course, Grading Class "A"

Lean Concrete Base

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

Inlet, Type I

Headwall, Type B

Conversions of Inlets to Type 4

Stabilized construction exit

Subbase Course

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

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

Warm Mix Asphalt (WMA) Concrete, Type S (75)(12)

B-5Amendment 0003Amendment 0003

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

60604-4000 Line B0780 4 EACH $ $

60700-0000 Line B0800 65 M $ $

60900-1000 Line B0820 150 M $ $

60900-6000 Line B0840 30 M $ $

60900-7000 Line B0860 60 M $ $

61000-4000 Line B0880 15 M $ $

61101-0000 Line B0900 13 MO $ $

61303-0000 Line B0920 4 EACH $ $

61303-1000 Line B0940 3 EACH $ $

61400-2000 Line B0960 420 M3 $ $

61700-4000 Line B0980 8 M2 $ $

61700-6000 Line B1000 205 M2 $ $

61700-9000 Line B1020 23 M3 $ $

61800-2000 Line B1040 480 M $ $

62100-2000 Line B1060 2 EACH $ $

62100-3000 Line B1080 21 EACH $ $

62200-2000 Line B1100 3 M3 $ $

62200-5000 Line B1120 15 M3 $ $

62201-1000 Line B1140 3 M3 $ $

Filter Blanket

Filter Blanket, Type A

Dumped Riprap, Class I

Concrete Paved Waterway, Type A

Concrete Paved Waterway, Type V

Bed Course Material

Thermoplastic Pavement Markings Stripes, White

Hectometer Marker

Right-of-way Marker

Concrete Gutter, Type Shallow

Concrete Barrier, Type C (Modified)

Field Office

Traffic Sign Assembly, Code 1 (HWY-106 and HWY-108)

Traffic Sign Assembly, Code 1, 2 (HWY-107)

Gabions

Thrie-Beam Transition Section, Type II

Barbed Wire Fence, Type A

Combination Concrete Curb and Gutter, Type F

Concrete Paved Gutter

B-6Amendment 0003

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

Item No. Quantity Unit Unit Price Amount

62201-7000 Line B1160 65 M3 $ $

62400-0000 Line B1180 30 M2 $ $

62500-1000 Line B1200 50 M3 $ $

62600-0000 Line B1220 4,254 EACH $ $

62700-1000 Line B1240 110 M2 $ $

62700-3000 Line B1260 200 M2 $ $

63200-2000 Line B1280 25 M $ $

63200-3000 Line B1300 3 EACH $ $

63600-5000 Line B1320 ALL LPSM $

63601-6000 Line B1340 1 EACH $ $

63601-9000 Line B1360 45 M $

10,000.00

63602-1000 Line B1380 1 CTSM $ $

63602-6000 Line B1400 45 M $ $

63602-7000 Line B1420 2 EACH $ $

63602-8000 Line B1440 2 EACH $ $

63800-1000 Line B1460 ALL LPSM $

66100-1000 Line B1480 6 EACH $ $

91001-5000 Line B1500 4 EACH $ $

92400-1000 Line B1520 420 M2 $ $

Maintenance of Traffic

Project Funding Sign

New Transition Module (Less than 45 mph)

Erosion Control Blanket, Type 4

Water Service Connection

16" Ductile Iron Pipe, Class 250

Utility Company Compensation (PRASA)

2" PVC, SDR-14

2" Tapping Sleeve and Valve

16" Tapping Sleeve and Valve

Planting Vetiver Grass

Seeding, (with mulch)

Permanent Cellular Erosion Control Blanket

Cleaning and Repair of Storm Sewers

Cleaning and Repair of Manholes, Inlets, and Catch Basins

Removal of exis. PRASA facilities

Grouted Riprap, Class III

Geotextile Filter Fabric

Furnishing and placing loamy topsoil

B-7Amendment 0003

Project No: PR ER DOT PRMNT RPR(21)

Name: Landslide and Road Damage Repair Lares

Item No. Quantity Unit Unit Price Amount

93400-5000 Line B1540 1 M3 $ $

93400-8000 Line B1560 40 M3 $ $

93501-0000 Line B1580 10 EACH $ $

99100-0000 Line B1600 35 M2 $ $

99200-1000 Line B1620 270 M3 $ $

Locate Utility, Test Pit

Mechanically Stabilized Earth Slope (RSS)

Special Borrow Embankment

Structural Concrete, Class III (General Use)

Structural Concrete, Class II (General Use)

B-8Amendment 0003

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-4) = (2) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) $____________________

Maximum Time Allowed for the Contract if all schedules are Awarded at the Same Time

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 515 calendar days.

If Schedules A and B are NOT awarded at the same time:

If the Government awards the contract as Schedule A only, the performance period to complete all contract work will be 245 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period of the contract will be extended 270 calendar days and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

B-9Amendment 0003

Bid Summary

Project PR ER DOT PRMNT RPR(21)

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 bid.

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 may not be included.

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

1. On Addendum No. 2, the government included a Special Provision 203 for Excavation and Embankment. In that document, the definition of Borrow A was included. However, the proposal does not include Borrow A as a pay item. Please let us know where the borrow will be used.?

Response: SCR 203 covers a wide range of topics related to excavation and embankment. The language was added for additional information on Specification 203.

Please submit your bid based on the current advertised documents. Refer to the amended B Pages for additional information.

2. The BID SCHEDULE in its Schedule B Item Line B1380 - Utility Company Compensation (PRASA), Quantity 1 and Unit CTSM without any Unit Price and/or Amount as usual in this Item. The amount of $10,000.00 is currently included in Item Line B1360 - 16” Ductile Iron Pipe, Class 250. This amount should be transferred to Item Line B1380 - Utility Company Compensation (PRASA).

Response: The pay quantity for item 63601-9000 16” Ductile Iron Pipe, Class 250 was revised to remove the amount and the pay quantity for item 63602-1000 Utility Company Compensation (PRASA) was revised to reflect the amount through this amendment. Refer to the amended B Pages for additional information.

mailto:eflhd.contracts@dot.gov