Amendment 0004 - PR ER DOT PRMNT RPR(25).pdf

(x)

693C7325B000009 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 1406/16/20250004

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

04/30/2025

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(25)

The purpose of this Amendment is to:

1) Provide a summary of responses to questions/clarifications asked by interested bidders.

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

a. Subsection 901-2.01 to revise subsection reference.

b. See the Special Contract Requirement (J Pages) Changes for details.

3) Revise the Solicitation Bid Schedule (Schedule A) to:

a) Replace the Bid Schedule to remove a pay item and add a pay item.

b) See B Pages Changes for details.

4) Reschedule the bid opening date to Tuesday, June 24, 2025, 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. 0004

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PR ER DOT PRMNT RPR(25)

Puerto Rico Highway and Transportation Authority

Landslide Repairs in the West Region C1

Solicitation: 693C73-25-B-000009

The purpose of this Amendment is to:

1) Provide a summary of responses to questions/clarifications asked by interested bidders.

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

a. Subsection 901-2.01 to revise subsection reference.

b. See the Special Contract Requirement (J Pages) Changes for details.

3) Revise the Solicitation Bid Schedule (Schedule A) to:

a) Replace the Bid Schedule to remove a pay item and add a pay item.

b) See B Pages Changes for details.

4) Reschedule the bid opening date to Tuesday, June 24, 2025, at 2:00 p.m. EDT.

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 were asked via email. The Government response or clarification is provided below. 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. Upon reviewing the drawings for the HWY-21 and HWY-80 sites, pages RW/1 and RW/13 respectively indicate that each site requires an Auger Cast Shaft with Concrete Class V (Drilled Shaft) and Concrete Class III (General Use). However, Schedule A does not list a pay item for this work. It is assumed that Line-Item No. A1500 Drilled Shafts, 12-inch Diameter with Specification 901 is intended to cover it. If this assumption is correct, we note a discrepancy between the drawings and Supplemental Specification 901-2.01, which calls for Concrete Class IV (General Use) (see IFB page J-281). We kindly request clarification on this matter.

Response: The pay quantity for item 93400-8000 Structural Concrete Class V (General Use) was revised to Structural Concrete Class V (Drilled Shaft) through this amendment. Supplemental Specification 901-2.01, has been revised through this amendment. Use Concrete Class III (General Use) and Concrete Class V (Drilled Shaft) for Drilled Shaft work. Refer to the amended B pages, SCRs Specification 901, and Section 934 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. Additionally, upon reviewing the drawings for site HWY-362, Steel Sheet Pile and Soldier Pile Retaining Walls are indicated. However, the specific type of steel sheet pile is not identified. We respectfully request that the required sheet pile type be specified.

Response: Plastic Section Modulus: Wpl,y = 3250 cm^3/m”.

mailto:eflhd.contracts@dot.gov

Questions/Clarifications

3. It is important to note that these materials are sourced from suppliers located outside of Puerto Rico. Therefore, once the dimensions are provided, we will need to forward the information to our vendors and wait for their analysis and response. For this reason, we respectfully request an extension of at least two weeks to the current bid due date.

Response: The bid opening date has been rescheduled to Tuesday, June 24, 2025, at 2:00 pm EDT.

Special Contract Requirement (J Pages) changes 1 of 1

Special Contract Requirement (J Pages) Changes

1. Delete Subsection 901-2.01 second sentence and substitute the following:

Concrete shall be Class III (General Use) (3,000), and Concrete shall be Class V (Drilled Shaft) (5,000 psi).

B Pages Changes Summary Page 1 of 1

B Pages Changes

1. Delete Bid Schedule Pages B-1 through B-15 and substitute with the amended Bid Schedule, pages B-1 through B-15.

a) Revise bid pay item description for the following Schedule A:

1. Pay item 93400-5000 Structural Concrete, Class IV (Drilled Shaft)

b) Revised bid pay item amount for the following Schedule A pay item:

1. Pay item 15102-0000 Reimbursement for Municipal Tax Payments

c) Revise bid pay item quantity for the following Schedule A:

1. Pay item 90100-5000 Drilled Shafts, 12 inch Diameter

2. Pay item 93400-5000 Structural Concrete, Class III (General Use)

3. Pay item 93400-8000 Structural Concrete, Class V (Drilled Shaft)

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

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

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 $ 610,000.00

15401-0000 Line A0080 ALL LPSM $

15401-1000 Line A0100 ALL LPSM $

15401-2000 Line A0120 ALL LPSM $

15501-0000 Line A0140 ALL LPSM $

20100-0000 Line A0160 2.00 CUERDA $ $

20100-1000 Line A0180 2 EACH $ $

20200-0000 Line A0200 ALL LPSM $

20300-0000 Line A0220 2,200 M3 $ $

20301-0000 Line A0240 30 M3 $ $

20500-0000 Line A0260 650 M3 $ $

20600-1000 Line A0280 1,300 M3 $ $

21000-2000 Line A0300 600 M 10.00$ 6,000.00$

21000-5000 Line A0320 60 EACH 15.00$ 900.00$

21001-9000 Line A0340 ALL LPSM $

30101-0000 Line A0360 900 M3 $ $

30400-3000 Line A0380 400 M3 $ $

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resources Protection and Monitoring)

Aggregate Base Course

Trench Excavation

Unclassified Excavation for Structure

Soil Erosion Control, Silt Fence

Construction schedule

Clearing and Grubbing

Cutting and Removing Trees, Large

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Soil Erosion Control, Straw Bales

Temporary Erosion Control Measures

Subbase Course

Schedule Total: ________________________

Submitted by: _________________________

Amendment No. 0004B-1

Amendment No.

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

30500-2000 Line A0400 30 M2 $ $

40300-2000 Line A0420 600 M2 $ $

42100-7000 Line A0440 290 TON $ $

42100-9000 Line A0460 400 TON $ $

42101-3000 Line A0480 110 TON $ $

42101-4000 Line A0500 40 TON $ $

42101-6000 Line A0520 170 TON $ $

60200-0000 Line A0540 97,000 LBS $ $

60300-3000 Line A0560 120 M $ $

60302-1000 Line A0580 42 M $ $

60302-4000 Line A0600 30 M $ $

60400-9000 Line A0620 1 EACH $ $

60401-4000 Line A0640 2 EACH $ $

60401-4100 Line A0660 4 EACH $ $

60401-4200 Line A0680 1 EACH $ $

60401-4300 Line A0700 2 EACH $ $

60401-5000 Line A0720 4 EACH $ $

60402-2000 Line A0740 1 EACH $ $

60402-5000 Line A0760 1 EACH $ $

Inlet, Type 4

Inlet, Type III, Ht. 1 to 6

Inlet Type S

Lean Concrete Base

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

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

Hot Plant-Mix Bituminous Pavement Mix L (75)(12)

Reinforcing Steel

18" RCP Pipe (Class III)

24" RCP Pipe (Class III)

30" RCP Pipe (Class III)

HPM Bituminous Pavement Mix Type S (75)(12)

HPM Bituminous Pavement Mix Type B (75)(34)

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

Headwall, Type B

Conversions of Inlets to Type 4

Inlet Type 5 <10'

Inlet Type 5 >10'

Inlet, Type II, Ht. 1 to 6

Amendment No. 0004B-2

Amendment

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

60501-4000 Line A0780 165 M $ $

60600-1000 Line A0800 210 M $ $

60600-4000 Line A0820 100 M $ $

60600-5000 Line A0840 4 EACH $ $

60700-0000 Line A0860 125 M $ $

60800-0000 Line A0880 75 M2 $ $

60900-1000 Line A0900 470 M $ $

60900-8000 Line A0920 190 M $ $

61000-0000 Line A0940 12 M $ $

61101-0000 Line A0960 25 MO $ $

61300-3000 Line A0980 5 EACH $ $

61400-2000 Line A1000 45 M3 $ $

61500-2000 Line A1020 310 M $ $

61500-3000 Line A1040 150 M2 $ $

61700-1000 Line A1060 2 M2 $ $

61700-6000 Line A1080 165 M2 $ $

61700-9000 Line A1100 20 M3 $ $

61800-1000 Line A1120 150 M $ $

61800-2000 Line A1140 670 M $ $

French Drain

W-beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

New Crashworthy End Terminal Type II, TL-2

Traffic Sign Assembly, Code 3

Gabions

Steel H Piles

Steel Sheet Piling

Concrete Paved Waterway

Concrete Paved Waterway, Type V

Barbed Wire Fence, Type A

Sidewalks

Combination Concrete Curb and Gutter, Type F

Concrete Curb and Gutter (Shallow Concrete Gutter)

Concrete Barrier, Case I, Type A

Field Office

Bed Course Material

Thermoplastic Pavement Markings Stripes, Yellow

Thermoplastic Pavement Markings Stripes, White

Amendment No. 0004B-3

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

62100-2000 Line A1160 1 EACH $ $

62100-3000 Line A1180 5 EACH $ $

62200-2000 Line A1200 4 M3 $ $

62200-5000 Line A1220 6 M3 $ $

62200-7000 Line A1240 7 M3 $ $

62201-7000 Line A1260 13 M3 $ $

62500-1000 Line A1280 25 M3 $ $

62600-0000 Line A1300 2,700 EACH $ $

62700-1000 Line A1320 1,400 M2 $ $

62700-2000 Line A1340 1,400 M2 $ $

63200-2000 Line A1360 30 M $ $

63200-3000 Line A1380 1 EACH $ $

63601-5000 Line A1400 ALL LPSM $

63602-1000 Line A1420 1 CTSM 12,000.00$ 12,000.00$

63602-9000 Line A1440 130 M $ $

63800-1000 Line A1460 ALL LPSM $

66100-1000 Line A1480 8 EACH $ $

90100-5000 Line A1500 2,000 M $ $

90100-6000 Line A1520 18 EACH $ $

Filter Blanket, Type A

Dumped Riprap, Class I

Grouted Riprap, Class III

Furnishing and placing loamy topsoil

Planting Vetiver Grass

Seeding, (with mulch)

Hectometer Marker

Right-of-way Marker

Filter Blanket

Maintenance of Traffic

Project Funding Sign

Drilled Shafts, 12 inch Diameter

Drilled Shaft Integrity Test

Jute Mesh

Cleaning and Repair of Storm Sewers

Cleaning and Repair of Manholes, Inlets, and Catch Basins

Adjustment of PRASA Facilities

Utility Company Compensation (PRASA)

16" PVC Water line

Amendment No. 0004B-4

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

90900-0000 Line A1540 980 M2 $ $

92400-1000 Line A1560 210 M2 $ $

93400-5000 Line A1580 280 M3 $ $

93400-8000 Line A1600 490 M3 $ $

93501-0000 Line A1620 8 EACH $ $

96300-0000 Line A1640 480 M2 $ $

99200-1000 Line A1660 900 M3 $ $

Prefabricated Drainage Composite

Erosion Control Blanket, Type 4

Structural Concrete, Class III (General Use)

Structural Concrete, Class V (Drilled Shaft)

Locate Utility, Test Pit

Soil Nail System

Special Borrow Embankment

Amendment No. 0004B-5

Option B

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

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 95,000.00$

15401-0000 Line B0080 ALL LPSM $

15401-2000 Line B0100 ALL LPSM $

15501-0000 Line B0120 ALL LPSM $

20100-0000 Line B0140 1.00 CUERDA $ $

20200-0000 Line B0160 ALL LPSM $

20300-0000 Line B0180 380 M3 $ $

20301-0000 Line B0200 420 M3 $ $

20500-0000 Line B0220 90 M3 $ $

20600-1000 Line B0240 40 M3 $ $

21000-2000 Line B0260 130 M 10.00$ 1,300.00$

30101-0000 Line B0280 45 M3 $ $

30400-3000 Line B0300 25 M3 $ $

30500-2000 Line B0320 2 M2 $ $

40300-2000 Line B0340 55 M2 $ $

42100-7000 Line B0360 40 TON $ $

42100-9000 Line B0380 200 TON $ $

Schedule Total: ________________________

Submitted by: _________________________

Lean Concrete Base

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

HPM Bituminous Pavement Mix Type S (75)(12)

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Contractor Testing (Cultural Resources Protection and Monitoring)

Construction schedule

HPM Bituminous Pavement Mix Type B (75)(34)

Soil Erosion Control, Silt Fence

Subbase Course

Aggregate Base Course

Clearing and Grubbing

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Trench Excavation

Unclassified Excavation for Structure

B-6 Amendment No. 0004

Option B

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

60200-0000 Line B0400 910 LBS $ $

60300-3000 Line B0420 35 M $ $

60600-1000 Line B0440 95 M $ $

60600-4000 Line B0460 95 M $ $

60900-1000 Line B0480 85 M $ $

61101-0000 Line B0500 4 MO $ $

61400-2000 Line B0520 70 M3 $ $

61700-1000 Line B0540 55 M2 $ $

61800-2000 Line B0560 200 M $ $

62100-2000 Line B0580 1 EACH $ $

62700-1000 Line B0600 5 M2 $ $

63601-5000 Line B0620 ALL LPSM $

63602-1000 Line B0640 1 CTSM 12,000.00$ 12,000.00$

63800-1000 Line B0660 ALL LPSM $

66100-1000 Line B0680 2 EACH $ $

93400-8000 Line B0700 10 M3 $ $

93501-0000 Line B0720 2 EACH $ $

99100-0000 Line B0740 3,000 M2 $ $

Mechanically Stabilized Earth Slope (RSS)

Project Funding Sign

Structural Concrete, Class V (General Use)

Locate Utility, Test Pit

Thermoplastic Pavement Markings Stripes, White

Hectometer Marker

Seeding, (with mulch)

W-beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

Combination Concrete Curb and Gutter, Type F

Adjustment of PRASA Facilities

Utility Company Compensation (PRASA)

Maintenance of Traffic

Reinforcing Steel

18" RCP Pipe (Class III)

Field Office

Gabions

Concrete Paved Waterway

B-7 Amendment No. 0004

Option C

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

15001-0000 Line C0020 ALL LPSM $

15100-1000 Line C0040 ALL LPSM $

15102-0000 Line C0060 ALL LPSM 330,000.00$

15401-0000 Line C0080 ALL LPSM $

15501-0000 Line C0100 ALL LPSM $

20100-0000 Line C0120 1.00 CUERDA $ $

20100-1000 Line C0140 2 EACH $ $

20100-2000 Line C0160 2 EACH $ $

20200-0000 Line C0180 ALL LPSM $

20300-0000 Line C0200 5,100 M3 $ $

20301-0000 Line C0220 2,700 M3 $ $

20301-5000 Line C0240 180 M3 $ $

20500-0000 Line C0260 20 M3 $ $

20900-0000 Line C0280 300 M3 $ $

21000-2000 Line C0300 240 M 10.00$ 2,400.00$

21000-5000 Line C0320 260 EACH 15.00$ 3,900.00$

30101-0000 Line C0340 670 M3 $ $

30400-3000 Line C0360 300 M3 $ $

30500-2000 Line C0380 50 M2 $ $

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Construction schedule

Clearing and Grubbing

Lean Concrete Base

Trench Excavation

Sheathing

Soil Erosion Control, Silt Fence

Cutting and Removing Trees, Large

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Borrow Class D

Soil Erosion Control, Straw Bales

Subbase Course

Aggregate Base Course

Schedule Total: ________________________

Submitted by: _________________________

B-8 Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

40300-2000 Line C0400 710 M2 $ $

42100-7000 Line C0420 370 TON $ $

42101-5000 Line C0440 390 TON $ $

60200-0000 Line C0460 1,440 LBS $ $

60401-8000 Line C0480 4 EACH $ $

60500-8000 Line C0500 440 M $ $

60600-1000 Line C0520 240 M $ $

60700-0000 Line C0540 260 M $ $

60700-5000 Line C0560 10 M $ $

61101-0000 Line C0580 13 MO $ $

61500-3000 Line C0600 1,100 M2 $ $

61500-3100 Line C0620 45 EACH $ $

61500-4000 Line C0640 1,000 M2 $ $

61500-4100 Line C0660 35 EACH $ $

61500-5000 Line C0680 4 EACH $ $

61700-2000 Line C0700 90 M2 $ $

61700-3000 Line C0720 200 M2 $ $

61700-4000 Line C0740 20 M2 $ $

61700-5000 Line C0760 75 M2 $ $

Anchors Piles (Sheet Pile Wall)

Soldier Pile Wall

Anchors Piles (Soldier Pile Wall)

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

HPM Bituminous Pavement Mix Type S (75)(12)

4" Pipe Underdrain

W-beam Guardrail, Single Face

Barbed Wire Fence, Type A

Chain-Link Fence, Type A

Field Office

Steel Sheet Piling

Hot Plant-Mix Bituminous Pavement Mix B (75)(1)

Reinforcing Steel

Inlet Steel Grate

Concrete Paved Waterway, Type III

Concrete Paved Waterway, Type IV

Anchors Performance Test

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type II

B-9 Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

61800-1000 Line C0780 350 M $ $

61800-2000 Line C0800 650 M $ $

61800-4000 Line C0820 60 EACH $ $

61800-6000 Line C0840 30 EACH $ $

62100-1000 Line C0860 1 EACH $ $

62100-2000 Line C0880 1 EACH $ $

62201-4000 Line C0900 35 M3 $ $

62201-6000 Line C0920 30 M3 $ $

62500-1000 Line C0940 120 M3 $ $

62700-1000 Line C0960 15 M2 $ $

62700-2000 Line C0980 2,000 M2 $ $

63502-4000 Line C1000 1 CTSM 12,000.00$ 12,000.00$

63502-5000 Line C1020 ALL LPSM $

63602-7000 Line C1040 45 M $ $

63602-8000 Line C1060 200 M $ $

63800-1000 Line C1080 ALL LPSM $

66100-1000 Line C1100 2 EACH $ $

93400-5000 Line C1120 10 M3 $ $

93501-0000 Line C1140 2 EACH $ $

Thermoplastic Pavement Markings Stripes, Yellow

Thermoplastic Pavement Markings Stripes, White

Reflective Raised Pavement Markings (one way clear)

Reflective Raised Pavement Markings (two way yellow)

Jute Mesh

Utility Company Compensation (PREPA)

Adjustment of PREPA Facilities

PVC Type SDR 40, 2 in D Pipe

PVC Type SDR 40, 4 in D Pipe

Maintenance of Traffic

Kilometer Marker

Hectometer Marker

Grouted Riprap, Class II

Dumped Riprap, Class II

Furnishing and placing loamy topsoil

Seeding, (with mulch)

Project Funding Sign

Structural Concrete, Class III (General Use)

Locate Utility, Test Pit

B-10 Amendment No. 0004

Option D

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

15001-0000 Line D0020 ALL LPSM $

15100-1000 Line D0040 ALL LPSM $

15102-0000 Line D0060 ALL LPSM 335,000.00$

15401-0000 Line D0080 ALL LPSM $

15401-2000 Line D0100 ALL LPSM $

15501-0000 Line D0120 ALL LPSM $

20100-0000 Line D0140 1.00 CUERDA $ $

20100-2000 Line D0160 5 EACH $ $

20200-0000 Line D0180 ALL LPSM $

20300-0000 Line D0200 7,000 M3 $ $

20301-0000 Line D0220 80 M3 $ $

20301-1000 Line D0240 4,500 M3 $ $

20500-0000 Line D0260 220 M3 $ $

20600-5000 Line D0280 ALL LPSM $

21000-2000 Line D0300 300 M 10.00$ 3,000.00$

21000-5000 Line D0320 45 EACH 15.00$ 675.00$

21001-3000 Line D0340 1 EACH $ $

30400-3000 Line D0360 220 M3 $ $

40200-0000 Line D0380 160 M3 $ $

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Contractor Testing (Cultural Resources Protection and Monitoring)

Construction schedule

Full Depth Removal of Bituminous Conc. Pav.

Trench Excavation

Temporary Shoring and Bracing (HWY-73)

Soil Erosion Control, Silt Fence

Clearing and Grubbing

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Borrow Class A

Soil Erosion Control, Straw Bales

Stabilized construction exit

Aggregate Base Course

Schedule Total: ________________________

Submitted by: _________________________

B-11 Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

40200-1000 Line D0400 160 M3 $ $

40300-2000 Line D0420 20 M2 $ $

42100-7000 Line D0440 230 TON $ $

42100-9000 Line D0460 290 TON $ $

60200-0000 Line D0480 5,300 LBS $ $

60300-3000 Line D0500 10 M $ $

60301-5000 Line D0520 6 M $ $

60302-4000 Line D0540 13 M $ $

60302-5000 Line D0560 1 M $ $

60401-1000 Line D0580 1 EACH $ $

60401-3000 Line D0600 1 EACH $ $

60500-8000 Line D0620 155 M $ $

60600-1000 Line D0640 230 M $ $

60700-1000 Line D0660 300 M $ $

60700-6000 Line D0680 1 EACH $ $

60900-2000 Line D0700 100 M $ $

61101-0000 Line D0720 5 MO $ $

61300-3000 Line D0740 2 EACH $ $

61400-2000 Line D0760 2,300 M3 $ $

4" Pipe Underdrain

W-beam Guardrail, Single Face

Chain-Link Fence, Type B

Replacement Aggregate Base Course

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

18" RCP Pipe (Class III)

30" RC Pipe Class IV

30" RCP Pipe (Class III)

18 in. Reinf. Conc. Pipe, End Section

Inlet, Type 5

Manhole, Type A, Diam. 1.20, Height 3-6

HPM Bituminous Pavement Mix Type S (75)(12)

HPM Bituminous Pavement Mix Type B (75)(34)

Reinforcing Steel

Traffic Sign Assembly, Code 3

Gabions

Chain-Link Gate, Type B Two Leaves, W 3.00 m

Curb Type-D

Field Office

B-12 Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

61700-2000 Line D0780 130 M2 $ $

61700-3000 Line D0800 30 M2 $ $

61700-9000 Line D0820 25 M3 $ $

61800-2000 Line D0840 500 M $ $

61800-4000 Line D0860 20 EACH $ $

62100-1000 Line D0880 2 EACH $ $

62201-4000 Line D0900 15 M3 $ $

62201-5000 Line D0920 4 M3 $ $

62500-1000 Line D0940 50 M3 $ $

62800-0000 Line D0960 480 M2 $ $

63502-4000 Line D0980 1 CTSM 12,000.00$ 12,000.00$

63502-5000 Line D1000 ALL LPSM $

63601-5000 Line D1020 ALL LPSM $

63601-6000 Line D1040 1 EACH $ $

63602-1000 Line D1060 1 CTSM 12,000.00$ 12,000.00$

63602-4000 Line D1080 120 M $ $

63602-5000 Line D1100 2 EACH $ $

63800-1000 Line D1120 ALL LPSM $

66100-1000 Line D1140 2 EACH $ $

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type II

Bed Course Material

Thermoplastic Pavement Markings Stripes, White

Utility Company Compensation (PREPA)

Adjustment of PREPA Facilities

Adjustment of PRASA Facilities

Water Service Connection

Utility Company Compensation (PRASA)

12" Ductile Iron Pipe

Reflective Raised Pavement Markings (one way clear)

Kilometer Marker

Grouted Riprap, Class II

Filter Blanket, Type B

Furnishing and placing loamy topsoil

Sodding

12" Gate Valve

Maintenance of Traffic

Project Funding Sign

B-13 Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

91300-4000 Line D1160 3 EACH $ $

93400-8000 Line D1180 35 M3 $ $

93501-0000 Line D1200 2 EACH $ $

Removal of Existing Traffic Signs

Structural Concrete, Class V (General Use)

Locate Utility, Test Pit

B-14 Amendment No. 0004

BID SUMMARY

Project PR ER DOT PRMNT RPR(25)

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-6) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-8) = (3) $____________________

(4) Schedule D (Government Option 3) Bid Total (from Page B-11) = (4) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) $____________________

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 + C + D, the performance period to complete all contract work will be 1,365 calendar days.

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

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 895 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 not be extended and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period of the contract will be extended 180 calendar days and the performance of Schedule C work is to be simultaneous with the performance of the executed contract.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period of the contract will be extended 290 calendar days and the performance of Schedule D work is to be simultaneous with the performance of the executed contract.