Amendment 0004 - PR ER DOT PRMNT RPR(17).pdf

(x)

693C7324B000015 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 1408/29/20240004

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

07/25/2024

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(17)

The purpose of this Amendment is to:

1) Revise the Solicitation Book Cover as follows:

a) Delete the Solicitation Book Cover and replace with the amended Solicitation Book Cover.

b) See Solicitation Book Cover Changes Summary for details.

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

a) Update the calendar days on the Bid Schedule Instructions and Bid Summary.

b) Update the Bid Schedule quantities for pay items in Schedule A.

c) Update the Bid Schedule to delete pay items in Schedule A.

Continued ...

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 .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 40

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7324B000015/0004

d) Update the Bid Schedule to add new pay item to

Schedule B.

e) Update the Bid Schedule quantities for pay item in Schedule B.

f) Update the Bid Schedule to correct pay items description in Schedule C.

g) Update the Bid Schedule to add new pay items to Schedule C.

h) Update the Bid Schedule quantities for pay items in Schedule C.

i) Update the Bid Schedule to delete pay items in

Schedule C.

j) See the B Page Changes Summary for details.

3) Revise the Plans as follows:

a) AC-857579_HWY-260: Replace plan sheet DR-C1

b) AC-857579_HWY-260: Replace plan sheet DR-C2

c) AC-857579_HWY-260: Replace plan sheet UTW-C1

d) See the Plan Sheet Changes Summary for details.

4) Revise the Special Contract Requirements (J

Pages) as follows:

a) Revise subsection 963-4.01 and Subsection

963-5, to further clarify the requirements for measurement and payment related to the Soil Nail

Wall System.

b) See the SCR Changes Summary for details.

5) Revise the SF-1442 as follows:

a) Update the calendar days on Page 1, Block 11.

b) Update the calendar days on Page 5.

c) See the SF-1442 Changes Summary for details.

6) Revise the Statement of Work as follows:

a) Delete the following statement: The performance period to complete all contract work will be 1335 calendar days after the issuance of the Notice to Proceed.

b) Update the deleted statement with the following: The performance period to complete all contract work will be 1235 calendar days after the issuance of the Notice to Proceed.

7) Provide a summary of responses to questions and clarifications asked by potential bidders.

8) The bid opening date will be rescheduled to

Thursday, September 5, 2024, at 2:00 p.m. EDT.

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 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PR ER DOT PRMNT RPR (17)

Puerto Rico Highway and Transportation Authority

Landslide Repairs in Morovis, Puerto Rico

The purpose of this Amendment is to:

1) Revise the Solicitation Book Cover as follows:

a) Delete the Solicitation Book Cover and replace with the amended Solicitation

Book Cover.

b) See Solicitation Book Cover Changes Summary for details.

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

a) Update the calendar days on the Bid Schedule Instructions and Bid Summary.

b) Update the Bid Schedule quantities for pay items in Schedule A.

c) Update the Bid Schedule to delete pay items in Schedule A.

d) Update the Bid Schedule to add new pay item to Schedule B.

e) Update the Bid Schedule quantities for pay item in Schedule B.

f) Update the Bid Schedule to correct pay items description in Schedule C.

g) Update the Bid Schedule to add new pay items to Schedule C.

h) Update the Bid Schedule quantities for pay items in Schedule C.

i) Update the Bid Schedule to delete pay items in Schedule C.

j) See the B Page Changes Summary for details.

3) Revise the Plans as follows:

a) AC-857579_HWY-260: Replace plan sheet DR-C1

b) AC-857579_HWY-260: Replace plan sheet DR-C2

c) AC-857579_HWY-260: Replace plan sheet UTW-C1

d) See the Plan Sheet Changes Summary for details.

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

a) Revise subsection 963-4.01 and Subsection 963-5, to further clarify the requirements for measurement and payment related to the Soil Nail Wall System.

b) See the SCR Changes Summary for details.

5) Revise the SF-1442 as follows:

a) Update the calendar days on Page 1, Block 11.

b) Update the calendar days on Page 5.

c) See the SF-1442 Changes Summary for details.

Info Page 2 of 2

6) Revise the Statement of Work as follows:

a) Delete the following statement: The performance period to complete all contract work will be 1335 calendar days after the issuance of the Notice to Proceed.

b) Update the deleted statement with the following: The performance period to complete all contract work will be 1235 calendar days after the issuance of the

Notice to Proceed.

7) Provide a summary of responses to questions and clarifications asked by potential bidders.

8) The bid opening date will be rescheduled to Thursday, September 5, 2024, at 2:00 p.m.

EDT.

Solicitation Book Cover Changes

Solicitation Book Cover Changes

1. Delete the Solicitation Book Cover and replace with the amended Solicitation Book

Cover.

a) Revised page 2 of the Solicitation Book Cover to update the project schedule information.

b) Project AC-916579 (ER-HWY-286 at Km 3.2 and ER-HWY-287 at Km

3.5) has been removed from the contract.

SOLICITATION

IFB No. 693C73-24-B-000015

This Contract Cites

Metric Units

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PR ER DOT PRMNT RPR(17)

Puerto Rico Highway and Transportation Authority

Landslide Repairs in Morovis, Puerto Rico

Contract No.

ADDRESS:

CONTRACTOR:

PRHTA's Standard Specifications for Road and Bridge Construction

Amendment 0004

STATE Puerto Rico

COUNTY Municipality: Morovis

AGENCY Puerto Rico Highway and Transportation Authority

TYPE OF IMPROVEMENT

The project consists of repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 (KM:

37, 39.10, 40.30, 43, 43.25, 56.70, 45.50, 35, 36.15, 38.35)

Project Length Totals For Parking Areas, Lane Miles is calculated as SQFT/11ft (nominal) lane

1.06 2.20

Schedule Parking Area Roadway / Parking Area / Other Mileposts / SQFT Linear

Feet Route Miles

Lane Miles

A AC-857579 HWY-258 PR-155 KM. 37 To 317 0.06 0.12

C

AC-857579 HWY-260 PR-155 KM.

39.10

To 370 0.07 0.14

C

AC-857579 HWY-261 PR-155 KM.

40.30

To 264 0.05 0.10

A AC-857579 HWY-262 PR-155 KM. 43 To 317 0.06 0.12

A

AC-857579 HWY-263 PR-155 KM.

43.25

To 317 0.06 0.12

A

AC-857579 HWY-265 PR-155 KM.

56.70

To 370 0.07 0.14

A

AC-893579 HWY-264 PR-155 KM.

45.50

To 792 0.15 0.30

A AC-905579 HWY-483 PR-155 KM. 35 To 271 0.05 0.10

C

AC-908579 HWY-257 PR-155 KM.

36.15

To 2,321 0.44 0.88

B

AC-919579 HWY-259 PR-155 KM.

38.35

To 251 0.05 0.10

B Pages Changes Summary Page 1 of 3

Bid Schedule Changes

1. Delete the Bid Schedule Instructions, Pages 1 through 3, and substitute with the amended

Solicitation Bid Schedule, pages 1 through 3.

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

a) Delete the following calendar days:

1. If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 1335 calendar days.

2. If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 965 calendar days.

3. If the Government awards the contract as Schedules A + C, the performance period to complete all contract work will be 1190 calendar days.

4. If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 845 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

5. If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period of the contract will be extended 265 calendar days and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

6. If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period of the contract will be extended 475 calendar days and the performance of Schedule C work is to be simultaneous with the performance of the executed contract.

b) Add in the following calendar days:

period to complete all contract work will be 1235 calendar days.

2. If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 865 calendar days.

3. If the Government awards the contract as Schedules A + C, the performance period to complete all contract work will be 1050 calendar days.

4. If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 695 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

5. If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period of the contract will be extended 255 calendar days and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

6. If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period of the contract will be extended 460 calendar days

B Pages Changes Summary Page 2 of 3

c) Revised quantities for the following pay items in Schedule A:

1. Pay item 20100-1000 Clearing and Grubbing

2. Pay item 20100-2000 Cutting and Removing Trees, Small

3. Pay item 20300-1000 Unclassified Excavation

4. Pay item 20600-1000 Unclassified Excavation for Structures

5. Pay item 21000-1000 Silt Fence

6. Pay item 21000-2000 Straw Bales

7. Pay item 21001-1000 Stabilized Construction Exit

8. Pay item 30400-1000 Aggregate Base Course, Grading A

9. Pay item 30500-1000 Lean Concrete Base

10. Pay item 40300-1000 Cold Milling Bituminous Concrete Pavement, Variable Depth

(0.025m to 0.075m)

11. Pay item 42100-3000 Hot Plant Mix Asphalt Concrete, Type S (75)(12)

12. Pay item 60600-1000 W-Beam Guardrail, Single Face

13. Pay item 61000-3000 Concrete Barrier, Type C

14. Pay item 61101-1000 Field Office

15. Pay item 61800-2000 Thermoplastic Pavement Marking Stripes, White

16. Pay item 62200-1000 Dumped Riprap, Class I

17. Pay item 20300-5000 Borrow Class B-1

18. Pay item 60600-4000 Removal, Storage and Delivery of Existing Guardrail

19. Pay item 40200-1000 Full Depth Removal of Bituminous Concrete Pavement

20. Pay item 93101-1000 Removal and Disposal of Lead Based Paint (Guardrail)

21. Pay item 42100-6000 Hot Plant Mix Asphalt Concrete, Type B (75)(1)

22. Pay item 60900-2000 Combination Concrete Curb and Gutter, Type-F

d) Deleted the following bid pay items from Schedule A:

1. Pay item 20200-8000 Removal of Structures and Obstructions (Existing Curb)

2. Pay item 20300-8000 Proof Rolling

3. Pay item 30100-1000 Subbase Course

e) Added the following pay items to Schedule B:

1. Pay item 30400-1000, Aggregate Base Course, Grading A

f) Revised quantities for the following pay item in Schedule B:

1. Pay item 40300-1000, Cold Milling Bituminous Concrete Pavement, Variable Depth

(0.025m to 0.075m)

g) Revised the description for the following pay items in Schedule C:

1. Pay Item 42100-1000, Hot Plant Mix Asphalt Concrete, Type S (50)(38)

2. Pay item 61400-1000, Gabions

h) Added the following pay items to Schedule C:

1. Pay item 60301-1000, 30-inch Headwall, Type B

2. Pay item 60301-2000, 60-inch (Double) Headwall, Type B

3. Pay item 62200-3000, Dumped Riprap, Class III

4. Pay item 63604-4000, 4-inch Drain Valve

B Pages Changes Summary Page 3 of 3

i) Revised quantities for the following pay item in Schedule C:

1. Pay item 62200-1000, Dumped Riprap, Class I

j) Deleted the following pay items from Schedule C:

1. Pay item 60402-6000, Headwall, Type B

2. Pay item 63603-7000, 2-inch Drain Valve

BID SCHEDULE INSTRUCTIONS

PROJECT: PR ER DOT PRMNT RPR(17)

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to

Bidders. While preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places, for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total for each specific individual Schedule of Work by adding the amounts of the listed items and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, bidders must submit prices for each pay item.

Review Subsection 109.05 of the Special Contract Requirements (SCR) regarding scope of payment for direct and indirect payment work.

Fill in the Bid Total(s) for each individual Schedule of Work as directed on the Bid Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page.

The amount in Block 17 of the SF 1442 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

SCHEDULES OF WORK

The Bid Schedule is comprised of the following separate schedules and options of work:

Schedule A (Base Contract) - Pages B-1 thru B-6 Schedule B (Government Option 1) - Pages B-7 thru B-9 Schedule C (Government Option 2) - Pages B-10 thru B-14

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedule B (Government Option 1) and Schedule C (Government Option 2); see FAR Clause 52.217-5.

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price, by proper utilization of programmed funds and upon receipt of any additional funds or permits required to award the contract. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award Schedule B (Government Option 1) and Schedule C (Government Option 2) at that time.

If additional funding is required for the award of Schedule B or C, and received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedule B or C at the unit prices bid no later than 365 calendar days from the Notice to Proceed for Schedule A (Base Contract).

COMPLETION OF WORK

The Government has estimated the number of calendar days necessary to complete all contract work from the effective date of the Notice to Proceed to contract completion for the various contract award scenarios. The maximum number of calendar days allowed (i.e., the contact performance period) is shown in Block 11 of the SF-1442 and described below.

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 1235 calendar days.

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 865 calendar days.

If the Government awards the contract as Schedules A + C, the performance period to complete all contract work will be 1050 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 695 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 255 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 460 calendar days and the performance of Schedule C work is to be simultaneous with the performance of the executed contract.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the Special Contract Requirements (SCR). Specific work limitations may be (but are not limited to):

National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items may include (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc). The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the SCR).

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be no earlier than October 2024. See Subsection 108.01 of the SCR’s for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation Total Price of Project, which is defined as:

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total + Schedule C (Government Option 2) Bid Total +

B I D S C H E D U L E

Schedule: A

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

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 $

15401-2000 Line 0060 ALL LPSM $

15501-0000 Line 0070 ALL LPSM $

20100-1000 Line 0080 0.80 Cuerda $ $

20100-2000 Line 0090 51 Each $ $

20100-3000 Line 0100 6 Each $ $

20200-1000 Line 0110 ALL LPSM $

20201-6000 Line 0120 140 M $ $

20300-1000 Line 0130 5,720 m3 $ $

20300-4000 Line 0140 1,895 m3 $ $

20300-5000 Line 0150 2,950 m3 $ $

20600-1000 Line 0160 7,005 m3 $ $

20600-5000 Line 0170 ALL LPSM $

20600-6000 Line 0180 ALL LPSM $

Schedule Total: _________________________

Submitted by: __________________________

Unclassified Excavation for Structures

Temporary Shoring and Bracing (HWY-263)

Temporary Shoring and Bracing (HWY-265)

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resource Protection and Monitoring)

Unclassified Excavation

Borrow Class A-1

Borrow Class B-1

Construction Schedule

Clearing and Grubbing

Cutting and Removing Trees, Small

Cutting and Removing Trees, Large

Removal of Structures and Obstructions

Removal of Concrete Barrier

Amendment No. 0004 B-1

630,000.00

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265

20600-7000 Line 0190 ALL LPSM $

20700-1000 Line 0200 500 m3 $ $

21000-1000 Line 0210 740 M $ $

21000-2000 Line 0220 774 Each $ $

21000-8000 Line 0230 20 M $ $

21000-9000 Line 0240 490 m2 $ $

21001-1000 Line 0250 7 Each $ $

21200-1000 Line 0260 145 m2 $ $

30400-1000 Line 0270 180 m3 $ $

30500-1000 Line 0280 1,050 m2 $ $

40200-1000 Line 0290 95 m3 $ $

40300-1000 Line 0300 6,430 m2 $ $

42100-3000 Line 0310 790 TON $ $

42100-5000 Line 0320 445 TON $ $

42100-6000 Line 0330 20 TON $ $

60200-1000 Line 0340 17,295 lb $ $

60300-2000 Line 0350 28 M $ $

60302-2000 Line 0360 1 Each $ $

Reinforcing Steel

24" Reinforced Concrete Pipe Class-III

24" Reinforced Concrete Pipe, End Section

Aggregate Base Course, Grading A

Lean Concrete Base

Full Depth Removal of Bituminous Concrete Pavement

Cold Milling Bituminous Concrete Pavement, Variable Depth (0.025m to 0.075m)

Straw Bales

Floating Turbidity Barrier

Turf Reinforcement Mat

Hot Plant Mix Asphalt Concrete, Type S (75)(12)

Hot Plant Mix Asphalt Concrete, Type B (75)(34)

Hot Plant Mix Asphalt Concrete, Type B (75)(1)

Temporary Shoring and Bracing (HWY-483)

Foundation Fill

Silt Fence

Stabilized Construction Exit

Reconditioning of Shoulders and Ditches

Amendment No. 0004 B-2

11,610.00

7,400.0010.00

15.00

105.00 2,100.00

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265

60302-5000 Line 0370 1 Each $ $

60500-2000 Line 0380 85 M $ $

60600-1000 Line 0390 335 M $ $

60600-4000 Line 0400 110 M $ $

60600-9000 Line 0410 12 Each $ $

60700-1000 Line 0420 650 M $ $

60900-2000 Line 0430 85 M $ $

60900-6000 Line 0440 80 M $ $

61000-3000 Line 0450 115 M $ $

61000-4000 Line 0460 25 M $ $

61000-5000 Line 0470 40 M $ $

61101-1000 Line 0480 26 mo $ $

61200-2000 Line 0490 8 Each $ $

61310-1000 Line 0500 1 Each $ $

61310-2000 Line 0510 1 Each $ $

61310-3000 Line 0520 1 Each $ $

61310-4000 Line 0530 1 Each $ $

61310-5000 Line 0540 2 Each $ $

Temporary Lighting Standard

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

Combination Concrete Curb and Gutter, Type-F

Concrete Gutter

Concrete Barrier, Type C

Concrete Barrier, Type C (Modified)

Concrete Barrier, Bridge Parapet

Field Office

Inlet, Type V

6 inch Pipe Underdrain, Type Non-Perforated PVC Schedule 40

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

ThrieBeam Transition Section, Type II

Barbed Wire Fence, Type A

Amendment No. 0004 B-3

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265

61310-6000 Line 0550 6 Each $ $

61310-7000 Line 0560 1 Each $ $

61310-8000 Line 0570 1 Each $ $

61314-1000 Line 0580 3 Each $ $

61314-2000 Line 0590 10 Each $ $

61314-3000 Line 0600 10 Each $ $

61400-1000 Line 0610 580 m3 $ $

61600-1000 Line 0620 ALL LPSM $

61700-1000 Line 0630 120 m2 $ $

61701-1000 Line 0640 195 m2 $ $

61701-2000 Line 0650 70 m3 $ $

61701-3000 Line 0660 40 m2 $ $

61701-4000 Line 0670 100 m2 $ $

61800-2000 Line 0680 1,845 M $ $

61800-3000 Line 0690 1,005 M $ $

62100-2000 Line 0700 2 Each $ $

62101-2000 Line 0710 51 Each $ $

62200-1000 Line 0720 5 m3 $ $

Concrete Paved Waterway, Type IV

Thermoplastic Pavement Marking Stripes, White

Thermoplastic Pavement Marking Stripes, Yellow

Hectometer Marker

Right-of-Way Marker

Dumped Riprap, Class I

Gabions

Structural Steel, Furnished, Fabricated and Erected

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type II

Bed Course Material

Concrete Paved Waterway, Type III

Traffic Sign Assembly, Code 6

Traffic Sign Assembly, Code 7

Traffic Sign Assembly, Code 8

Traffic Sign Assembly, Code 11

Traffic Sign Assembly, Code 14

Traffic Sign Assembly, Code 15

Amendment No. 0004 B-4

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265

62200-7000 Line 0730 15 m3 $ $

62201-1000 Line 0740 5 m3 $ $

62201-2000 Line 0750 5 m3 $ $

62300-1000 Line 0760 270 m3 $ $

62300-2000 Line 0770 90 m3 $ $

62400-1000 Line 0780 660 M $ $

62500-1000 Line 0790 270 m3 $ $

62600-6000 Line 0800 11 Each $ $

62700-1000 Line 0810 810 m2 $ $

62700-3000 Line 0820 515 m2 $ $

62700-4000 Line 0830 600 m2 $ $

62800-1000 Line 0840 340 m2 $ $

63100-1000 Line 0850 1,660 m2 $ $

63200-2000 Line 0860 20 M $ $

63200-3000 Line 0870 4 Each $ $

63802-1000 Line 0880 ALL LPSM $

64000-3000 Line 0890 15 Each $ $

64000-6000 Line 0900 130 Each $ $

Pneumatically Applied Mortar

Cleaning and Repair of Storm Sewer

Cleaning and Repair of Manholes, Inlets and Catch Basins

Maintenance of Traffic (MOT)

Reflective Raised Pavement Markers, One way, Clear

Reflective Raised Pavement Markers, Two way, Clear-Red

Furnishing and Placing Loamy Topsoil

Protection to Existing Trees

Seeding, (without mulch)

Jute Mesh

Erosion Control Blanket

Sodding

Grouted Riprap, Class II

Filter Blanket, Type A

Filter Blanket, Type B

Stone Revetment, Type V

Filter Stone, Type D

Vertical Wick Drains

Amendment No. 0004 B-5

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-857579, AC-893579, AC-905579: ER-HWY-

483, 258, 262, 263, 264, 265

64000-7000 Line 0910 100 Each $ $

66100-1000 Line 0920 2 Each $ $

91001-4000 Line 0930 4 Each $ $

91001-5000 Line 0940 8 Each $ $

91200-1000 Line 0950 770 m2 $ $

91300-4000 Line 0960 1 Each $ $

92600-1000 Line 0970 65 m2 $ $

93101-1000 Line 0980 60 M $ $

93101-4000 Line 0990 45 SQM $ $

93400-1000 Line 1000 5 m3 $ $

93400-3000 Line 1010 85 m3 $ $

99100-1000 Line 1020 755 m2 $ $

Mechanically Stabilized Earth (MSE) Retaining Wall

Removal and Disposal of Lead Based Paint (Guardrail)

Removal and Disposal of Lead Based Paint (Concrete Barrier, Parapet)

Structural Concrete, Class III (General Use)

Structural Concrete, Class V (General Use)

Mechanically Stabilized Earth (MSE) Slopes

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

New Transition Module (Cast-In-Place)

New Transition Module, < 45mph

Pre-fabricated Drainage Composite

Removal of Existing Traffic Signs

Amendment No. 0004 B-6

Amendment

Schedule: B

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

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 $

20100-1000 Line 0070 0.15 Cuerda $ $

20100-2000 Line 0080 4 Each $ $

20100-3000 Line 0090 1 Each $ $

20200-1000 Line 0100 ALL LPSM $

20201-6000 Line 0110 15 M $ $

20300-1000 Line 0120 50 m3 $ $

20300-7000 Line 0130 10 m3 $ $

20600-1000 Line 0140 235 m3 $ $

20600-5000 Line 0150 ALL LPSM $

21000-1000 Line 0160 65 M $ $

21000-2000 Line 0170 200 Each $ $

21001-1000 Line 0180 1 Each $ $

Schedule Total: _________________________

Submitted by: __________________________

Silt Fence

Straw Bales

Stabilized Construction Exit

AC-919579: ER-HWY-259

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Borrow Class D-1

Unclassified Excavation for Structures

Temporary Shoring and Bracing (HWY-259)

Clearing and Grubbing

Cutting and Removing Trees, Small

Cutting and Removing Trees, Large

Removal of Structures and Obstructions

Removal of Concrete Barrier

Unclassified Excavation

B-7

55,000.00

3,000.00

650.0010.00

15.00

Amendment No. 0004

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-919579: ER-HWY-259

21200-1000 Line 0190 95 m2 $ $

30400-1000 Line 0200 30 m3 $ $

30500-1000 Line 0210 155 m2 $ $

40200-1000 Line 0220 5 m3 $ $

40300-1000 Line 0230 530 m2 $ $

42100-3000 Line 0240 105 TON $ $

42100-5000 Line 0250 70 TON $ $

60200-1000 Line 0260 235 lb $ $

60600-1000 Line 0270 40 M $ $

60600-9000 Line 0280 2 Each $ $

60700-1000 Line 0290 40 M $ $

61000-4000 Line 0300 20 M $ $

61101-1000 Line 0310 4 mo $ $

61200-2000 Line 0320 2 Each $ $

61400-1000 Line 0330 5 m3 $ $

61800-2000 Line 0340 220 M $ $

61800-3000 Line 0350 30 M $ $

62101-2000 Line 0360 10 Each $ $

Thermoplastic Pavement Marking Stripes, White

Thermoplastic Pavement Marking Stripes, Yellow

Right-of-Way Marker

W-Beam Guardrail, Single Face

ThrieBeam Transition Section, Type II

Barbed Wire Fence, Type A

Concrete Barrier, Type C (Modified)

Full Depth Removal of Bituminous Concrete Pavement

Cold Milling Bituminous Concrete Pavement, Variable Depth (0.025m to 0.075m)

Hot Plant Mix Asphalt Concrete, Type S (75)(12)

Field Office

Temporary Lighting Standard

Gabions

Reconditioning of Shoulders and Ditches

Aggregate Base Course, Grading A

Lean Concrete Base

Hot Plant Mix Asphalt Concrete, Type B (75)(34)

Reinforcing Steel

B-8Amendment No. 0004

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-919579: ER-HWY-259

62200-1000 Line 0370 3 m3 $ $

62201-1000 Line 0380 1 m3 $ $

62500-1000 Line 0390 10 m3 $ $

62800-1000 Line 0400 75 m2 $ $

63200-2000 Line 0410 25 M $ $

63200-3000 Line 0420 1 Each $ $

63802-1000 Line 0430 ALL LPSM $

64000-6000 Line 0440 30 Each $ $

64000-7000 Line 0450 15 Each $ $

66100-1000 Line 0460 2 Each $ $

91001-5000 Line 0470 2 Each $ $

92600-1000 Line 0480 55 m2 $ $

93400-1000 Line 0490 5 m3 $ $

Structural Concrete, Class III (General Use)

Maintenance of Traffic (MOT)

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

New Transition Module, < 45mph

Mechanically Stabilized Earth (MSE) Retaining Wall

Dumped Riprap, Class I

Filter Blanket, Type A

Furnishing and Placing Loamy Topsoil

Sodding

Cleaning and Repair of Storm Sewer

Cleaning and Repair of Manholes, Inlets and Catch Basins

B-9Amendment No. 0004

Schedule: C

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

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 $

20100-1000 Line 0070 0.30 Cuerda $ $

20100-2000 Line 0080 19 Each $ $

20200-1000 Line 0090 ALL LPSM $

20200-9000 Line 0100 1 Each $ $

20201-6000 Line 0110 115 M $ $

20300-1000 Line 0120 1,020 m3 $ $

20300-2000 Line 0130 30 m3 $ $

20300-5000 Line 0140 2,760 m3 $ $

20500-1000 Line 0150 145 m3 $ $

20600-1000 Line 0160 1,780 m3 $ $

20600-5000 Line 0170 ALL LPSM $

20600-6000 Line 0180 ALL LPSM $

20600-7000 Line 0190 ALL LPSM $

21000-1000 Line 0200 620 M $ $

21000-2000 Line 0210 550 Each $ $

Schedule Total: _________________________

AC-908579, ER-HWY-257; AC-857579, ER-HWY-260 & 261

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Temporary Shoring and Bracing (HWY-261)

Silt Fence

Straw Bales

Rock Excavation

Borrow Class B-1

Trench Excavation, Unclassified

Clearing and Grubbing

Cutting and Removing Trees, Small

Removal of Structures and Obstructions

Removal of Traffic Sign

Removal of Concrete Barrier

Unclassified Excavation

Unclassified Excavation for Structures

Temporary Shoring and Bracing (HWY-257)

Temporary Shoring and Bracing (HWY-260)

Submitted by: __________________________

Amendment No. 0004 B-10

315,000.00

6,200.0010.00

8,250.0015.00

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-908579, ER-HWY-257; AC-857579, ER-HWY-260 & 261

21000-6000 Line 0220 1 Each $ $

21001-1000 Line 0230 3 Each $ $

30400-1000 Line 0240 145 m3 $ $

30500-1000 Line 0250 875 m2 $ $

40200-1000 Line 0260 90 m3 $ $

40300-1000 Line 0270 2,010 m2 $ $

42100-1000 Line 0280 30 TON $ $

42100-2000 Line 0290 15 TON $ $

42100-3000 Line 0300 300 TON $ $

42100-5000 Line 0310 395 TON $ $

60200-1000 Line 0320 700 lb $ $

60300-3000 Line 0330 20 M $ $

60300-8000 Line 0340 5 M $ $

60301-1000 Line 0350 1 Each $ $

60301-2000 Line 0360 1 Each $ $

60400-1000 Line 0370 1 Each $ $

60401-1000 Line 0380 1 Each $ $

60401-2000 Line 0390 1 Each $ $

60500-1000 Line 0400 40 M $ $

60600-1000 Line 0410 185 M $ $

60600-4000 Line 0420 30 M $ $

Hot Plant Mix Asphalt Concrete, Type B (75)(34)

Reinforcing Steel

30" Reinforced Concrete Pipe Class-III

Lean Concrete Base

Full Depth Removal of Bituminous Concrete Pavement

Cold Milling Bituminous Concrete Pavement, Variable Depth (0.025m to 0.075m)

Hot Plant Mix Asphalt Concrete, Type S (50)(38)

Hot Plant Mix Asphalt Concrete, Type B (50)(12)

Hot Plant Mix Asphalt Concrete, Type S (75)(12)

Temporary Rock Barrier Sediment Trap

Stabilized Construction Exit

Aggregate Base Course, Grading A

Manhole, No. 1: Model B (Depth 3.50 m)

Inlet, No. 1: Model B (Depth 2.33 m)

Inlet, No. 2: Model A (Depth 3.39 m)

4 inch Pipe Underdrain, Type Non-Perforated PVC Schedule 40

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

60" Reinforced Concrete Pipe Class III

30-inch Headwall, Type B

60-inch (Double) Headwall, Type B

Amendment No. 0004 B-11

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-908579, ER-HWY-257; AC-857579, ER-HWY-260 & 261

60600-5000 Line 0430 2 Each $ $

60600-9000 Line 0440 4 Each $ $

60601-1000 Line 0450 60 M $ $

60700-1000 Line 0460 235 M $ $

60700-3000 Line 0470 22 M $ $

61000-3000 Line 0480 70 M $ $

61000-4000 Line 0490 22 M $ $

61101-1000 Line 0500 12 mo $ $

61200-2000 Line 0510 4 Each $ $

61400-1000 Line 0520 1,520 m3 $ $

61700-1000 Line 0530 60 m2 $ $

61701-1000 Line 0540 95 m2 $ $

61701-2000 Line 0550 20 m3 $ $

61800-2000 Line 0560 775 M $ $

61800-3000 Line 0570 105 M $ $

62101-2000 Line 0580 25 Each $ $

62200-1000 Line 0590 10 m3 $ $

62200-3000 Line 0600 5 m3 $ $

62201-1000 Line 0610 10 m3 $ $

62500-1000 Line 0620 70 m3 $ $

62700-1000 Line 0630 110 m2 $ $

Concrete Barrier, Type C (Modified)

Field Office

Temporary Lighting Standard

Gabions

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type II

Crashworthy End Terminal Type II, TL-2

ThrieBeam Transition Section, Type II

W-Beam Guardrail, Single Face (Strong Post)

Barbed Wire Fence, Type A

Chain-Link Fence, Type A

Concrete Barrier, Type C

Filter Blanket, Type A

Furnishing and Placing Loamy Topsoil

Seeding, (without mulch)

Bed Course Material

Thermoplastic Pavement Marking Stripes, White

Thermoplastic Pavement Marking Stripes, Yellow

Right-of-Way Marker

Dumped Riprap, Class I

Dumped Riprap, Class III

Amendment No. 0004 B-12

Amendment No.

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-908579, ER-HWY-257; AC-857579, ER-HWY-260 & 261

62700-3000 Line 0640 375 m2 $ $

62800-1000 Line 0650 270 m2 $ $

63200-2000 Line 0660 20 M $ $

63200-3000 Line 0670 2 Each $ $

63500-6000 Line 0680 2 Each $ $

63500-7000 Line 0690 130 M $ $

63500-8000 Line 0700 175 M $ $

63504-1000 Line 0710 ALL LPSM $

63504-2000 Line 0720 1 CTSM $

63505-1000 Line 0730 3 Each $ $

63505-2000 Line 0740 1 Each $ $

63505-3000 Line 0750 1 Each $ $

63505-4000 Line 0760 2 Each $ $

63505-5000 Line 0770 2 Each $ $

63505-6000 Line 0780 2 Each $ $

63505-7000 Line 0790 2 Each $ $

63505-8000 Line 0800 2 Each $ $

63505-9000 Line 0810 2 Each $ $

63506-1000 Line 0820 2 Each $ $

63600-2000 Line 0830 140 M $ $

63600-5000 Line 0840 4 Each $ $

Jute Mesh

Sodding

Cleaning and Repair of Storm Sewer

PREPA Distribution, Standard AC-A6

PREPA Distribution, Standard E1-2-3

PREPA Distribution, Standard E1-2

PREPA Distribution, Standard F1-1

PREPA Distribution, Standard K-5

PREPA Distribution, Standard K-6

Cleaning and Repair of Manholes, Inlets and Catch Basins

Utility Concrete Pole, Class H-6, 45' Size

Conductor Wire, ACSR, 1/0 AWG

Conductor Wire, ACSR Triplex 600V, No. 2 AWG

Removal of Existing PREPA Facilities

Utility Company Compensation (PREPA)

PREPA Distribution, Standard M16-2

PREPA Distribution, Standard M16-3

PREPA Distribution, Standard M16-4

PREPA Distribution, Standard M2-1

4" PVC Pipe, DR 14, Class 200

4" Gate Valve

Amendment No. 0004 B-13

10,000.00

Project No: PR ER DOT PRMNT RPR(17)

Project Name:

Item No. Quantity Unit Unit Price Amount

AC-908579, ER-HWY-257; AC-857579, ER-HWY-260 & 261

63602-1000 Line 0850 40 M $ $

63602-5000 Line 0860 2 Each $ $

63603-9000 Line 0870 4 Each $ $

63604-1000 Line 0880 ALL LPSM $

63604-4000 Line 0890 1 Each $ $

63604-8000 Line 0900 1 CTSM $

63802-1000 Line 0910 ALL LPSM $

64000-6000 Line 0920 108 Each $ $

64000-7000 Line 0930 54 Each $ $

66100-1000 Line 0940 2 Each $ $

91001-5000 Line 0950 4 Each $ $

91200-1000 Line 0960 135 m2 $ $

93400-1000 Line 0970 12 m3 $ $

93501-0000 Line 0980 8 Each $ $

96300-1000 Line 0990 130 m2 $ $

4" Ductile Iron Pipe, Class 350

4" Ductile Iron Pipe, Gate Valve

4 inch Tapping Valve and Sleeve

Removal of Existing PRASA Facilities

4 inch Drain Valve

Utility Company Compensation (PRASA)

Structural Concrete, Class III (General Use)

Locate Utility, Test Pit

Soil Nail Wall System

Maintenance of Traffic (MOT)

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

New Transition Module, < 45mph

Pre-fabricated Drainage Composite

Amendment No. 0004 B-14

30,000.00

Amendment

B -15

BID SUMMARY

Project PR ER DOT PRMNT RPR(17)

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-7) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-10) = (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 1235 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 865 calendar days.

If the Government awards the contract as Schedules A + C, the performance period to complete all contract work will be 1050 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all contract work will be 695 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 to complete all contract work will be 255 calendar days and will start 365 calendar days after the effective date of Schedule A’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all contract work will be 460 calendar days and will start 60 calendar days after the effective date of Schedule A’s Notice to Proceed.

Plan Sheet Changes

Plans - AC-857579_HWY-260

1. Delete Plan Sheet 039 (DR-C/1), and substitute with the Amended Plan Sheet 039 (DR- C/1).

a) Call-Out Note on Sheet 039 (DR-C/1) has been updated to revise the description for Rip Rap Class III.

2. Delete Plan Sheet 040 (DR-C/2), and substitute with the Amended Plan Sheet 040 (DR- C/2).

a) Revised Sheet 040 (DR-C/1) to delete note.

3. Delete Plan Sheet 043 (UTW-C/1), and substitute with the Amended Plan Sheet 043

(UTW-C/1).

a) Revised Sheet 043 (UTW-C/1) to update information for the 4-inch Drain Valve.

" P

IP

E

" P

IP

E

"Ø

ER-HWY-260-1

ER-HWY-260-2

8/27/2024 Revised Call-Out Note for Rip Rap to Class III 1

Amendment 0004

AutoCAD SHX Text

MARIA V LATORRE CRUZ 193-006-292-07

AutoCAD SHX Text 193-000-003-68

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PRHTA RIGHT OF WAY

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SUCESION SANTOS SANTIAGO

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

AutoCAD SHX Text ALIGNMENT AND TRANSITION PROPOSED SECTION ENDS (MATCH TO EXISTING) STA. 2+20.20 PR-155

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CONTROL POINT ER-HWY-260-1

AutoCAD SHX Text ALIGNMENT AND TRANSITION PROPOSED SECTION BEGINS (MATCH TO EXISTING) STA. 1+00.00 PR-155

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CONTROL POINT ER-HWY-260-2

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CENTER LINE PROPOSED PROJECT

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PROPOSED 1.5 X 1.5 RIP-RAP CLASS I FILTER BLANKET TYPE A

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PROPOSED CONCRETE CHUTE

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CONCRETE SPLASH END

AutoCAD SHX Text RETAINING WALL BEGINS (GABION WALL TYPE) STA. 1+00.00 = = STA. 1+54.75 (PR-155), 9.16 LT.

AutoCAD SHX Text D

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DR-C/2

AutoCAD SHX Text B

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DR-C/2

AutoCAD SHX Text A

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DR-C/2

AutoCAD SHX Text B

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DR-C/2

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DR-C/2

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GRADING TRANSITION SLOPE 2:1 (T.O.S.)

AutoCAD SHX Text 2:1

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AutoCAD SHX Text T.O.S.

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EXCAVATION LIMIT

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GRADING TRANSITION SLOPE 2:1 (T.O.S.)

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EXISTING CONCRETE SWALE IE=364.24

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EXISTING CONCRETE SWALE TO CLEAN AND REPAIR

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EXISTING CONCRETE SWALE IE=361.25

AutoCAD SHX Text T.O.S.

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EXCAVATION LIMIT

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PROPOSED CONCRETE CHUTE AND SPLASH ENDS BEGINS STA1+58.31, OFF:11.93 L

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SPLASH ENDS ENDS STA1+58.85, OFF:12.44 L IE: 358.82358.82

AutoCAD SHX Text R E V I S I O N S

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DATE

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MUNICIPALITY

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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AC PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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YEAR

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FISCAL

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NO.

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SHEET

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TOTAL

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SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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GRAPHIC SCALE

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DESIGN

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WORK

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BY

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DATE

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DRAWING

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TRACED

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CHECKED

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FINAL CHECK

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PR

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ER-9999(437)

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AC-857579

AutoCAD SHX Text R579999579

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ORACLE NO.

AutoCAD SHX Text C

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RW

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ER-9999(325)

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FILE NAME=

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MOROVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM KM. 1+00.00 TO 2+20.20

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ER-HWY-260, PR-155, KM. 39.10

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GRADING AND DRAINAGE PLAN

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DR-C

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PR-155

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MOROVIS

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GRADING AND DRAINAGE PLAN SCALE 1:200

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%%ULEGEND:

AutoCAD SHX Text 358.84

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PROPOSED ELEVATION

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EXISTING SPOT ELEVATION

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PROPOSED STONE REVETMENT

AutoCAD SHX Text (350.00)

AutoCAD SHX Text IMPORTANT NOTES ALL EXISTING PIPES AND DRAINAGE STRUCTURES SHALL BE CLEAN AND REPAIR AS SPECIFIED ON SPEC. 632 CLEANING AND REPAIR OF EXISTING CULVERT AND STORM SEWER

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GABION PAVED WATERWAY

AutoCAD SHX Text 11.- FOR 3" DIA. PERFORATED PIPE UNDER DRAIN ALONG THE PROJECT SEE DETAIL ON STANDARD MODEL PCCP 5/6

AutoCAD SHX Text 10.- PROFILE GRADES ON STORM SEWER SEGMENTS ARE COMPUTED CENTERLINE TO CENTERLINE OF STRUCTURES UNLESS OTHERWISE NOTED.

AutoCAD SHX Text 9.- ALL EXISTING PIPES OR OTHER DRAINAGE STRUCTURE TO REMAIN OR TO BE LENGTHENED SHALL BE CLEANED AND REPAIR IN ACCORDANCE WITH SPEC. 632.

AutoCAD SHX Text 8.- THE BITUMINOUS COATING FOR CORRUGATED METAL PIPE SHALL BE IN ACCORDANCE WITH AASHTO M 190-70 TYPE C.

AutoCAD SHX Text 7.- PAYMENT FOR REINFORCED CONCRETE AND COUPLING FOR PIPES EXTENSIONS SHALL BE SUBSIDIARY TO DRAINAGE ITEMS, SPEC. 603 AND 604.

AutoCAD SHX Text 6.- ALL PIPE TO BE PLACED PARTIALLY OR TOTALLY WITHIN EMBANKMENTS ARE TO BE INSTALLED IN ACCORDANCE WITH SPEC. 603 AND SPEC. 205, UTILIZING THE "NEGATIVE PROJECTION METHOD" AND TRENCH BEDDING SHALL BE CLASS B AS DESCRIBED IN THE PRHTA STANDARD INDEX.

AutoCAD SHX Text 5.- ALL DRAINAGE PIPES SHOWN ON THE PLANS ARE R.C.P. AND MAY BE SUBSTITUTED BY PVC OR PE PIPES UP TO SIZE 48" IN ACCORDANCE TO PRHTA STANDARD INDEX. IF PVC OR PE PIPES ARE USED, CONTRACTOR IS RESPONSIBLE FOR SELECTING THE PIPE MATERIAL WITH THE STRENGTH EQUIVALENT TO THE R.C.P. CLASS SHOWN ON PLANS

AutoCAD SHX Text 4.- PAYMENT FOR METAL BENDS AND ALL OTHER MISCELLANEOUS METALLIC CONNECTIONS SHALL BE INCLUDED IN THE LINEAR METER BID PRICE FOR BITUMINOUS COATED CORRUGATED STEEL PIPE.

AutoCAD SHX Text 3.- ALL METAL PIPE SHALL BE GAGE 14, UNLESS OTHERWISE NOTED. CORRUGATIONS SHALL BE 2-2/3" X 1/2" FOR PIPES 48" DIA. OR LESS AND 3" X 1" FOR PIPES 54" DIA. OR MORE.

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2.- ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED.

AutoCAD SHX Text 1.- ALL STRUCTURES MARKED AS TO REMAIN OR TO BE ADJUSTED SHALL BE CLEANED AND REPAIRED AS SPECIFIED ON SPECIFICATION NO.632 OF THE "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION".

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Francisco.Cintron Polygon

Francisco.Cintron Polygon

Francisco.Cintron Polygon

8/27/2024 Deleted Note 1

Amendment 0004

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1 # 4 CONT. (TYP.)

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CL.

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TYPICAL

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GABION PAVED WATERWAY DETAIL

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DIAMETER (MIN. 0.60 M.)

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0.15 FILTER MATERIAL (CRUSHED

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GRAVEL OR CRUSHED STONE)

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NATURAL GROUND

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RIP RAP CLASS III 1.5 M. (L) X 1.5 M. (W) T.K.=0.60

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