Amendment 0004 - PR ER DOT PRMNT RPR(13).pdf

(x)

693C7322R000021 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 1408/01/20220004

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

06/22/2022

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(13)

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedules (Schedules A, B, and C) to:

a) Replace the Cost Proposal Bid Schedules to add pay items, remove pay items, and revise price and quantities.

b) See Bid Schedule Changes Summary_Amendment 4.pdf for details.

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

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 18

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7322R000021/0004

3) The Proposals due date of August 4th, 2022, 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

Project PR ER DOT PRMNT RPR(13)

Landslide Repairs in Aibonito, Caguas, Guayama, Gurabo, and Patillas.

Solicitation: 693C73-22-R-000021

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedules (Schedules A, B, and C) to:

a) Replace the Cost Proposal Bid Schedules to add pay items, remove pay items, and revise price and quantities.

b) See Bid Schedule Changes Summary_Amendment 4.pdf for details.

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

3) The Proposals due date of August 4th, 2022, at 2:00 p.m. EST remains unchanged.

Bid Schedule Changes Summary Page 1 of 2

Bid Schedule changes

1. Delete the Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-1 through B- 11, and substitute with the amended Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-1 through B-11.

a) Deleted the following pay items from Schedule A:

1. Pay Item 63600-1000 4" PVC Pipe, SDR 14

2. Pay Item 63600-2000 4" SD Cast Iron Elbow (Bend)

3. Pay Item 63604-2000 Water Service Connection

4. Pay Item 63604-3000 Thrust Block

5. Pay Item 63604-4000 Detectable Marking Tape (6")

6. Pay Item 63605-1000 Adjustment of Facilities (Water Meter)

7. Pay Item 63605-2000 3/4" Copper Pipe, Type K

8. Pay Item 63605-3000 1" Copper Pipe, Type K

9. Pay Item 63605-4000 Steel Pipe Clamp

b) Revised the following pay item description in Schedule A:

1. Pay Item 63604-5000 Adjustment of PRASA Facilities (ER HWY-410)

c) Added the following pay item to Schedule A:

1. Pay Item 63604-6000 Adjustment of PRASA Facilities (ER HWY-156)

d) Revised the following pay item price in Schedule A:

1. Pay Item 63604-8000 Utility Company Compensation (PRASA)

e) Deleted the following pay items from Schedule B:

1. Pay Item 63600-1000 4" PVC Pipe, SDR 14

2. Pay Item 63600-2000 4" SD Cast Iron Elbow (Bend)

3. Pay Item 63600-4000 63604-4000 Detectable Marking Tape (6")

f) Revised the following pay item description in Schedule B:

1. Pay Item 63604-5000 Adjustment of PRASA Facilities (ER HWY-308)

g) Deleted the following pay item from Schedule B:

1. Pay Item 60402-6000 Inlet, Type I

Bid Schedule Changes Summary Page 2 of 2

h) Added the following pay item to Schedule B:

1. Pay Item 60402-7000 60402-7000 Inlet, Type IA

2. Pay Item 60402-8000 Inlet, Type I (modified)

3. Pay Item 60402-9000 Inlet, Type 4A

i) Revised the following pay item bid quantities in Schedule B:

1. Pay Item 60402-5000 Headwall, Type B

j) Added the following pay item to Schedule B:

1. Pay Item 63604-6000 Adjustment of PRASA Facilities (ER HWY-310)

k) Revised the following pay item description in Schedule C:

1. Pay Item 63604-5000 Adjustment of PRASA Facilities (ER HWY-312)

l) Revised the following pay item unit price in Schedule C:

1. Pay Item 63604-8000 Utility Company Compensation (PRASA)

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

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0020 ALL LPSM $

15100-1000 Line 0040 ALL LPSM $

15102-0000 Line 0060 1 CTSM $

15401-0000 Line 0080 ALL LPSM $

15401-1000 Line 0100 ALL LPSM $

15501-0000 Line 0120 ALL LPSM $

20100-0000 Line 0140 1.60 Cuerda $ $

20100-3000 Line 0160 17 Each $ $

20100-4000 Line 0180 3 Each $ $

20200-1000 Line 0200 ALL LPSM $

20300-1000 Line 0220 3,110 m3 $ $

20300-4000 Line 0240 820 m3 $ $

20300-5000 Line 0260 45 m3 $ $

20500-1000 Line 0280 180 m3 $ $

21000-1000 Line 0300 400 M $ $

21000-2000 Line 0320 10 Each $ $

30100-1000 Line 0340 2,155 m3 $ $

30400-1000 Line 0360 145 m3 $ $

30500-1000 Line 0380 3 m2 $ $

Name: PR-722, HWY-410; PR-14, HWY-156 Schedule Total: _________________________

Submitted by: __________________________

Straw Bales

Subbase Course

Aggregate Base Course

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Lean Concrete Base

Borrow Class B

Trench Excavation, Unclassified

Silt Fence

Clearing and Grubbing

Cutting and Removing Trees, Small (13" to 24" Diameter)

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

Removal of Structures and Obstructions

Unclassified Excavation

Borrow Class A

B-1

100,000.00

4,000.0010.00

15.00 150.00

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

Name: PR-722, HWY-410; PR-14, HWY-156

40300-1000 Line 0400 1,860 m2 $ $

42100-1000 Line 0420 255 TON $ $

42100-2000 Line 0440 330 TON $ $

60200-1000 Line 0460 164,365 lb $ $

60300-2000 Line 0480 30 M $ $

60402-8000 Line 0500 2 Each $ $

60600-1000 Line 0520 145 M $ $

60600-4000 Line 0540 25 M $ $

60600-8000 Line 0560 4 Each $ $

60700-2000 Line 0580 185 M $ $

60900-2000 Line 0600 235 M $ $

61000-1000 Line 0620 75 M $ $

61101-1000 Line 0640 21 mo $ $

61310-1000 Line 0660 1 Each $ $

61310-2000 Line 0680 1 Each $ $

61310-3000 Line 0700 1 Each $ $

61310-4000 Line 0720 1 Each $ $

61310-5000 Line 0740 4 Each $ $

61310-6000 Line 0760 4 Each $ $

Traffic Sign Assembly, Code 5

Traffic Sign Assembly, Code 6

Traffic Sign Assembly, Code 2

Traffic Sign Assembly, Code 3

Traffic Sign Assembly, Code 4

ThrieBeam Transition Section, Type 2

Barbed Wire Fence, Type B

Concrete Curb, Type-D

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

Reinforcing Steel

24" Reinforced Concrete Pipe Class-III

Concrete Barrier

Field Office

Traffic Sign Assembly, Code 1

Cold Milling Bituminous Concrete Pavement

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

Inlet, Type I (Modified)

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

B-2Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

Name: PR-722, HWY-410; PR-14, HWY-156

61310-7000 Line 0780 1 Each $ $

61310-8000 Line 0800 1 Each $ $

61400-2000 Line 0820 2 m3 $ $

61500-3000 Line 0840 270 M $ $

61700-1000 Line 0860 310 m2 $ $

61800-1000 Line 0880 1,420 M $ $

62200-3000 Line 0900 2 m3 $ $

62601-1000 Line 0920 1 Each $ $

62700-1000 Line 0940 300 m2 $ $

63604-5000 Line 0960 ALL LPSM $

63604-6000 Line 0980 ALL LPSM $

63604-8000 Line 1000 1 CTSM $

63802-1000 Line 1020 ALL LPSM $

64000-6000 Line 1040 29 Each $ $

64000-7000 Line 1060 15 Each $ $

66100-1000 Line 1080 1 Each $ $

66400-1000 Line 1100 220 M $ $

91001-5000 Line 1120 4 Each $ $

93400-1000 Line 1140 908 m3 $ $

Centerline Rumble Strip

New Transition Module Speed<45 mph (Precast)

Structural Concrete

Adjustment of PRASA Facilities (ER HWY-156)

Utility Company Compensation (PRASA)

Maintenance of Traffic (MOT)

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

Concrete Paved Waterway

Thermoplastic Pavement Markings

Dumped Riprap, Class 3

Pruning of Existing Trees, Small

Seeding, (without mulch)

Adjustment of PRASA Facilities (ER HWY-410)

Traffic Sign Assembly, Code 7

Traffic Sign Assembly, Code 8

Gabion Mattress

Steel H-Piles

B-3

25,600.00

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

Name: PR-722, HWY-410; PR-14, HWY-156

93400-3000 Line 1160 46 m3 $ $

93501-0000 Line 1180 4 Each $ $

Structural Concrete (Concrete Barrier)

Locate Utility, Test Pit

B-4Amendment No. 0004

Schedule B

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0020 ALL LPSM $

15100-1000 Line 0040 ALL LPSM $

15102-0000 Line 0060 1 CTSM $

15401-0000 Line 0080 ALL LPSM $

15401-1000 Line 0100 ALL LPSM $

15401-2000 Line 0120 ALL LPSM $

15501-0000 Line 0140 ALL LPSM $

20100-0000 Line 0160 1.10 Cuerda $ $

20100-3000 Line 0180 8 Each $ $

20200-1000 Line 0200 ALL LPSM $

20200-3000 Line 0220 45 M $ $

20300-1000 Line 0240 720 m3 $ $

20300-4000 Line 0260 315 m3 $ $

20400-1000 Line 0280 25 m2 $ $

20500-1000 Line 0300 411 m3 $ $

20600-1000 Line 0320 11 m3 $ $

21000-1000 Line 0340 345 M $ $

21000-3000 Line 0360 2 Each $ $

21000-7000 Line 0380 2 Each $ $

Name: PR-179, HWY-308; PR-181, HWY -310 Schedule Total: _________________________

Submitted by: __________________________

Unclassified Excavation for Structures

Silt Fence

Fiber Rolls (sediment log)

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resource Protection and Monitoring)

Sediment Trap (Inlet)

Borrow Class A

Finishing Subgrade

Trench Excavation, Unclassified

Construction Schedule

Clearing and Grubbing

Cutting and Removing Trees, Small (13" to 24" Diameter)

Removal of Structures and Obstructions

Removal of Concrete Barrier

Unclassified Excavation

B-5

130,000.00

3,450.0010.00

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

Name: PR-179, HWY-308; PR-181, HWY -310

30100-1000 Line 0400 255 m3 $ $

30400-1000 Line 0420 115 m3 $ $

30500-1000 Line 0440 21 m2 $ $

40300-1000 Line 0460 1,320 m2 $ $

42100-1000 Line 0480 215 TON $ $

42100-2000 Line 0500 200 TON $ $

60200-1000 Line 0520 26,900 lb $ $

60300-4000 Line 0540 32 M $ $

60302-1000 Line 0560 70 M $ $

60400-8000 Line 0580 1 Each $ $

60402-5000 Line 0600 1 Each $ $

60402-7000 Line 0620 2 Each $ $

60402-8000 Line 0640 1 Each $ $

60402-9000 Line 0660 1 Each $ $

60600-1000 Line 0680 115 M $ $

60600-4000 Line 0700 50 M $ $

60600-6000 Line 0720 1 Each $ $

60600-8000 Line 0740 1 Each $ $

60900-1000 Line 0760 115 M $ $

ThrieBeam Transition Section, Type 2

Combination Concrete Curb and Gutter, Type-F

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Crashworthy End Terminal, Type 1, TL-2

12 inch Pipe, Perforated Polyvinyl Chloride (PVC)

Manhole, Type A

Headwall, Type B

Lean Concrete Base

Cold Milling Bituminous Concrete Pavement

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

Inlet, Type IA

Inlet, Type I (Modified)

Inlet, Type 4A

Subbase Course

Aggregate Base Course

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

Reinforcing Steel

36" Reinforced Concrete Pipe Class-III

B-6Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

Name: PR-179, HWY-308; PR-181, HWY -310

60900-2000 Line 0780 130 M $ $

61000-1000 Line 0800 68 M $ $

61101-1000 Line 0820 16 mo $ $

61200-1000 Line 0840 1 Each $ $

61310-1000 Line 0860 1 Each $ $

61310-2000 Line 0880 1 Each $ $

61310-3000 Line 0900 1 Each $ $

61310-4000 Line 0920 1 Each $ $

61310-5000 Line 0940 3 Each $ $

61310-6000 Line 0960 3 Each $ $

61310-7000 Line 0980 1 Each $ $

61310-8000 Line 1000 2 Each $ $

61310-9000 Line 1020 1 Each $ $

61311-1000 Line 1040 2 Each $ $

61400-2000 Line 1060 21 m3 $ $

61500-3000 Line 4900 245 M $ $

61500-5000 Line 1100 700 m2 $ $

61700-1000 Line 1120 150 m2 $ $

61800-1000 Line 1140 560 M $ $

Steel Sheet Piling

Concrete Paved Waterway

Thermoplastic Pavement Markings

Traffic Sign Assembly, Code 7

Traffic Sign Assembly, Code 8

Traffic Sign Assembly, Code 9

Traffic Sign Assembly, Code 10

Gabion Mattress

Steel H-Piles

Traffic Sign Assembly, Code 1

Traffic Sign Assembly, Code 2

Traffic Sign Assembly, Code 3

Traffic Sign Assembly, Code 4

Traffic Sign Assembly, Code 5

Traffic Sign Assembly, Code 6

Concrete Curb, Type-D

Concrete Barrier

Field Office

Removal of Lighting Standard

B-7Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

Name: PR-179, HWY-308; PR-181, HWY -310

62000-4000 Line 1160 1 Each $ $

62200-3000 Line 1180 110 m3 $ $

62200-5000 Line 1200 30 m3 $ $

62700-1000 Line 1220 200 m2 $ $

63200-3000 Line 1240 1 Each $ $

63604-5000 Line 1260 ALL LPSM $

63604-6000 Line 1280 ALL LPSM $

63604-8000 Line 1300 1 CTSM $

63802-1000 Line 1320 ALL LPSM $

64000-6000 Line 1340 10 Each $ $

64000-7000 Line 1360 17 Each $ $

66100-1000 Line 1380 2 Each $ $

90300-1000 Line 1400 125 m2 $ $

91001-5000 Line 1420 1 Each $ $

93400-1000 Line 1440 60 m3 $ $

93400-2000 Line 1460 65 m3 $ $

93400-3000 Line 1480 14 m3 $ $

93501-0000 Line 1500 4 Each $ $

95500-1000 Line 1520 1 Each $ $

Structural Concrete (Cap Beam)

Structural Concrete (Concrete Barrier)

Locate Utility, Test Pit

Mailbox Installation

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

Geotextile (Filter fabric)

New Transition Module Speed<45 mph (Precast)

Structural Concrete

Seeding, (without mulch)

Cleaning and Repair of Manholes, Inlets and Catch Basins

Adjustment of PRASA Facilities (ER HWY-308)

Adjustment of PRASA Facilities (ER HWY-310)

Utility Company Compensation (PRASA)

Maintenance of Traffic (MOT)

Crash Cushion Type I, TL-2, Width: 36 inches

Dumped Riprap, Class 3

Filter Blanket

B-8

20,000.00

Schedule C

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

15000-1000 Line C0020 ALL LPSM $

15100-1000 Line C0040 ALL LPSM $

15102-0000 Line C0060 1 CTSM $

15401-0000 Line C0080 ALL LPSM $

15401-1000 Line C0100 ALL LPSM $

15501-0000 Line C0120 ALL LPSM $

20100-0000 Line C0140 2.00 Cuerda $ $

20100-4000 Line C0160 6 Each $ $

20200-1000 Line C0180 ALL LPSM $

20300-1000 Line C0200 690 m3 $ $

21000-1000 Line C0220 190 M $ $

30100-1000 Line C0240 155 m3 $ $

30400-1000 Line C0260 65 m3 $ $

40300-1000 Line C0280 350 m2 $ $

42100-1000 Line C0300 100 TON $ $

42100-2000 Line C0320 50 TON $ $

60200-1000 Line C0340 7,030 lb $ $

60600-1000 Line C0360 95 M $ $

60600-4000 Line C1200 125 M $ $

Name: PR-796, HWY-424; PR-181, HWY-312 Schedule Total: _________________________

Submitted by: __________________________

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

Reinforcing Steel

W-Beam Guardrail, Single Face

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Removal, Storage and Delivery of Existing Guardrail

Aggregate Base Course

Cold Milling Bituminous Concrete Pavement

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

Clearing and Grubbing

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

Removal of Structures and Obstructions

Unclassified Excavation

Silt Fence

Subbase Course

B-9

63,000.00

1,900.0010.00

Schedule C

Project No: PR ER DOT PRMNT RPR(13)

Item No. Quantity Unit Unit Price Amount

Name: PR-796, HWY-424; PR-181, HWY-312

60600-6000 Line C0400 1 Each $ $

60600-8000 Line C0420 2 Each $ $

60900-1000 Line C0440 155 M $ $

61101-1000 Line C0460 18 mo $ $

61400-2000 Line C0480 20 m3 $ $

61500-3000 Line C0500 260 M $ $

61700-1000 Line C0520 65 m2 $ $

61800-1000 Line C0540 520 M $ $

62700-1000 Line C0560 300 m2 $ $

63604-5000 Line C0580 ALL LPSM $

63604-8000 Line C0600 1 CTSM $

63802-1000 Line C0620 ALL LPSM $

66100-1000 Line C0640 2 Each $ $

91001-5000 Line C0660 2 Each $ $

93400-1000 Line C0680 65 m3 $ $

93501-0000 Line C0700 4 Each $ $

99100-1000 Line C0720 154 m2 $ $

99200-1000 Line C0740 535 m3 $ $

Special Borrow Embankment (RSS)

Structural Concrete

Locate Utility, Test Pit

Mechanically Stabilized Earth Slopes (RSS)

Seeding, (without mulch)

Adjustment of PRASA Facilities (ER HWY-312)

Utility Company Compensation (PRASA)

Combination Concrete Curb and Gutter, Type-F

Field Office

Gabion Mattress

Maintenance of Traffic (MOT)

Project Funding Sign

New Transition Module Speed<45 mph (Precast)

Crashworthy End Terminal, Type 1, TL-2

ThrieBeam Transition Section, Type 2

Steel H-Piles

Concrete Paved Waterway

Thermoplastic Pavement Markings

B-10

10,000.00

B - 11

PRICE PROPOSAL SUMMARY

Project PR ER DOT PRMNT RPR(13)

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-5) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-9) = (2) $____________________

Total Price of Project (for evaluation purposes only)

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

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, the performance period to complete all contract work will be 670 calendar days.

If Schedules A, B, and C are NOT 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 590 calendar days.

If the Government awards the contract as Schedules A + C, the performance period to complete all contract work will be 620 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all contract work will be 575 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 50 calendar days 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 90 calendar days and the performance of Schedule C work is to be simultaneous with the performance of the executed contract.

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 7 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids.

1. For site HWY-310 in PR-181, plan sheet UTW-B/1 shows 8" PVC SDR-14 and 8" SD C.I. elbow bend. Please clarify, if the prices for the 8" pipes and 8" elbows are included in pay item 63604-5000 Adjustment of PRASA Facilities.

Response: All work for the PRASA facilities will be paid under a lumpsum pay item with the description of Adjustment of PRASA Facilities for each site in the amended Bid Schedule. Pay items 63600-1000 4" PVC Pipe, SDR 14, 63600-2000 4" SD C.I.

Elbow/ Bend, 63604-4000 Detectable Marking Tape, 6" have been removed from the amended Bid Schedule. All PRASA work for ER HWY-308 will be included under pay item 63604-5000 Adjustment of PRASA Facilities (ER HWY-308).

In addition, pay item 63604-6000 Adjustment of PRASA Facilities (ER HWY-310) was included in the amended Bid Schedule for the work for the PRASA facilities site

HWY-310,

2. For Bid Schedule B:

a) For site HWY-308 in PR-179, plan sheet DR/2 shows one (1) Headwall, Type B, however in Bid Schedule the pay item no. 60402-5000 Headwall, Type B shows a quantity of 2. Please clarify which document is correct.

Response: Plans show the correct quantities for pay item 60402-5000 Headwall, Type B. However, the quantities for this pay item have been revised in the amended Bid Schedule.

b) For site HWY-308 in PR-179, plan sheet DR/2 shows two (2) Inlet, Type 1A, however in Bid Schedule the pay item no. 60402-6000 Inlet, Type I has a quantity of 1. Please clarify the quantity and which is the correct inlet structure.

Response: Pay item 60402-7000 Inlet, Type IA has been included in the amended Bid Schedule.

c) For site HWY-308 in PR-179, plan sheet DR/2 shows one (1) 4ft. x 4ft. Inlet no.1 with track rack. The plan sheet also includes the following note: "1. Cost of trash rack is to be included in the bid price for the drainage structure". This inlet structure is not included in the Bid Schedule. Please clarify.

Response: Pay item 60402-800 Inlet, Type I (modified) has been included in the amended Bid Schedule. The trash rack is included in the bid price in accordance with PRHTA specification 604, subsection 604-4-4.05.

Questions/Clarifications

d) For site HWY-310 in PR-181, plan sheet DR-B/1 shows one (1) Inlet Type 4A.

This inlet structure is not included in the Bid Schedule B. Please clarify.

Response: Pay item 60402-6000 Inlet, Type I was removed and replace with pay item 60402-9000 Inlet, Type 4A in the amended Bid Schedule.