Amendment 0001 - PR ER PRMNT RPR(7).pdf

(x)

693C7322B000008 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 1404/13/20220001

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

03/22/2022

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 PRMNT RPR(7)

The purpose of this Amendment is to:

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

a) Replace the Cost Proposal Bid Schedules and Cost Proposal Summary to update quantities.

b) Correct the Project Number.

c) See B Pages Changes Summary_Amendment 1.pdf for details.

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

a) Section 109.06 to revise which items are eligible for price adjustments.

b) Section 105-1 to update the location and contact information for the disposal of salvage

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 56

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7322B000008/0001 materials.

c) Section 156.03 to update the qualification requirements for the traffic control and safety supervisor.

d) Section 613-3.04 to update detail applicability for route marker sign assemblies.

e) See SCR Changes_Amendment 1.pdf for details.

3) Revise the Plans as follows:

a) Schedule A & B (AC-806578): Replace Sheets 344 (TS 286), 345 (TS 287), 346 (TS 288), and 365 (TS

307). Remove Sheets 386 (TS 328) to 401 (TS 343).

b) Schedule A & B (AC-825578): Replace Sheets 49 (TS 33) and 50 (TS 34). Remove Sheets 55 (TS 39) to 70 (TS 54).

c) Schedule A & C (AC-805578): Remove Sheets 369 (TS 36) to 384 (TS 51).

d) Schedule A & D (AC-811578): Replace Sheets 32

(TS 25), 53 (TS 46), 137 (TS 130), 138 (TS 131),

141 (TS 134), 163 (TS 156), 165 (TS 158), 247 (TS

240), 250 (TS 243), 252 (TS 245), 254 (TS 247),

257 (TS 250), and 258 (TS 251).

e) Schedule A & E (AC-807578): Replace Sheets 455

(TS 447), 456 (TS 448), 460 (TS 452), 461 (TS

453), 462 (TS 454), 463 (TS 455), and 466 (TS

458).

f) Schedule A & E (AC-827578): Remove Sheets 320 to 327.

g) Standard Drawings: Replace Sheets GMTS-04, GMTS-05, GMTS-06, GMTS-09, and MB-06.

h) See Amended Standard Drawings_Amendment, Amended Plan Sheets_Sch A & B_AC-806578_Amendment

1.pdf, Amended Plan Sheets_ Sch A &

B_AC-825578_Amendment 1.pdf, Amended Plan Sheets_

Sch A & D_AC-811578_Amendment 1.pdf, Amended Plan

Sheets_ Sch A & E_AC-807578_Amendment 1.pdf, and

Plan Sheet Changes Summary_Amendment 1.pdf for details.

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

5) Reschedule bid opening date to April 28, 2022 at 2:00 p.m. EST.

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

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0001

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0001 Project PR ER PRMNT RPR (7)

Signs and Safety Repairs in East & Metro Regions in Puerto Rico Solicitation: 693C73-22-B-000008

The purpose of this Amendment is to:

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

a) Replace the Cost Proposal Bid Schedules and Cost Proposal Summary to update quantities.

b) Correct the Project Number.

c) See B Pages Changes Summary_Amendment 1.pdf for details.

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

a) Section 109.06 to revise which items are eligible for price adjustments.

b) Section 105-1 to update the location and contact information for the disposal of salvage materials.

c) Section 156.03 to update the qualification requirements for the traffic control and safety supervisor.

d) Section 613-3.04 to update detail applicability for route marker sign assemblies.

e) See SCR Changes_Amendment 1.pdf for details.

3) Revise the Plans as follows:

a) Schedule A & B (AC-806578): Replace Sheets 344 (TS 286), 345 (TS 287), 346

(TS 288), and 365 (TS 307). Remove Sheets 386 (TS 328) to 401 (TS 343).

b) Schedule A & B (AC-825578): Replace Sheets 49 (TS 33) and 50 (TS 34).

Remove Sheets 55 (TS 39) to 70 (TS 54).

c) Schedule A & C (AC-805578): Remove Sheets 369 (TS 36) to 384 (TS 51).

d) Schedule A & D (AC-811578): Replace Sheets 32 (TS 25), 53 (TS 46), 137 (TS

130), 138 (TS 131), 141 (TS 134), 163 (TS 156), 165 (TS 158), 247 (TS 240), 250

(TS 243), 252 (TS 245), 254 (TS 247), 257 (TS 250), and 258 (TS 251).

e) Schedule A & E (AC-807578): Replace Sheets 455 (TS 447), 456 (TS 448), 460 (TS 452), 461 (TS 453), 462 (TS 454), 463 (TS 455), and 466 (TS 458).

f) Schedule A & E (AC-827578): Remove Sheets 320 to 327.

g) Standard Drawings: Replace Sheets GMTS-04, GMTS-05, GMTS-06, GMTS-09, and MB-06.

h) See Amended Standard Drawings_Amendment, Amended Plan Sheets_Sch A &

B_AC-806578_Amendment 1.pdf, Amended Plan Sheets_ Sch A & B_AC-825578_Amendment 1.pdf, Amended Plan Sheets_ Sch A & D_AC- 811578_Amendment 1.pdf, Amended Plan Sheets_ Sch A & E_AC- 807578_Amendment 1.pdf, and Plan Sheet Changes Summary_Amendment 1.pdf for details.

Info Page 1 of 1

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

5) Reschedule bid opening date to April 28, 2022 at 2:00 p.m. EST.

B Pages Changes Summary Page 1 of 1

B Pages changes

1. Delete Cost Proposal Bid Schedules and Cost Proposal Summary Pages B-1 through B-6 and substitute with the amended Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-1 through B-6.

a) Correct Project Number from “PR ST ER PRMNT RPR(7)” to “PR ER PRMNT RPR(7)” on all the Sheets.

b) Revised the bid quantities for the following Schedule A pay items:

1. Pay item 61310-3000 Traffic Sign Assembly, Code C

2. Pay item 61310-4000 Traffic Sign Assembly, Code D

3. Pay item 61310-5000 Traffic Sign Assembly, Code E

4. Pay item 61310-8000 Traffic Sign Assembly, Code H

5. Pay item 61310-8100 Traffic Sign Assembly, Code I

BID SCHEDULE INSTRUCTIONS

PROJECT: PR ER PRMNT RPR(7)

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 FP (standard specifications book) 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 - $ .

Schedule D - $ .

Schedule E - $ .

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-2 Schedule B (Government Option 1) Schedule C (Government Option 2) Schedule D (Government Option 3) Schedule E (Government Option 4)

- Page B-3

- Page B-4

- Page B-5

- Page B-6

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, D, and E (Government Options 1, 2, 3, and 4); 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 required to award the contract. If complete funding is in place at the time of award of Schedule A (Base Contract) and permitting issues for the individual schedules are resolved by that time, the Government may award Schedules B, C, D, and E (Government Options 1, 2, 3, and 4) at that time. If additional funding is required and/or permitting issues have not been resolved for the award of Schedules B, C, D, and/or E (Government Options 1, 2, 3, and/or 4), and funding is received and permitting issues are resolved after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules B, C, D, and/or E (Government Options 1, 2, 3, and/or 4) at the unit prices bid no later than:

For Schedules B and C: 240 calendar days after the Notice to Proceed for Schedule A (Base Contract); and

For Schedules D and E: 365 calendar days after 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 + D + E, the performance period to complete all contract work will be 850 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 785 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 65 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 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 C work is to be simultaneous with the performance of the executed contract.

If Schedule D (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 D work is to be simultaneous with the performance of the executed contract.

If Schedule E (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 E 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. 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 June 2022. 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 + Schedule D (Government Option 3) Bid Total + Schedule E (Government Option 4) Bid Total.

B - 0

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No: PR ER PRMNT RPR(7) Project Name: Signs and Safety Repairs - East & Metro Regions

B I D S C H E D U L E Account: ALLSchedule A

Project No: PR ER PRMNT RPR(7)

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15001-0000 Line A0020 ALL LPSM $

15100-1000 Line A0040 ALL LPSM $

15102-0000 Line A0060 1 CTSM 460,000.00$ 460,000.00$

15401-0000 Line A0080 ALL LPSM $

15401-1000 Line A0100 ALL LPSM $

15501-0000 Line A0120 ALL LPSM $

61101-0000 Line A0140 27 MO $ $

61310-1000 Line A0160 46,650 SQFT $ $

61310-2000 Line A0180 13,458 SQFT $ $

61310-3000 Line A0200 14,120 SQFT $ $

61310-4000 Line A0220 11,580 SQFT $ $

61310-5000 Line A0240 2,280 SQFT $ $

61310-6000 Line A0260 268 SQFT $ $

61310-7000 Line A0280 53 SQFT $ $

61310-8000 Line A0300 $ $

61310-8100 Line A0320 $ $

61311-0000 Line A0340 150 SQFT $ $

61311-2000 Line A0360 3,200 SQFT $ $

Name: Signage Repairs on AC-805578, AC-806578, AC-

807578, AC-811578, AC-825578 & AC-827578

Schedule Total: _________________________

Submitted by: __________________________

Traffic Sign Assembly, Code I

185 SQFT

Traffic Sign Assembly, Code O

Traffic Sign Assembly, Code R

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Construction Schedule

Traffic Sign Assembly, Code F

Traffic Sign Assembly, Code G

Traffic Sign Assembly, Code H

450 SQFT

Field Office

Traffic Sign Assembly, Code A

Traffic Sign Assembly, Code B

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Traffic Sign Assembly, Code E

B-1

Schedule A

Project No: PR ER PRMNT RPR(7)

Item No. Quantity Unit Unit Price Amount

Name: Signage Repairs on AC-805578, AC-806578, AC-

807578, AC-811578, AC-825578 & AC-827578

61311-3000 Line A0380 224 SQFT $ $

61311-4000 Line A0400 52 SQFT $ $

61312-2000 Line A0420 906 SQFT $ $

61312-3000 Line A0440 558 SQFT $ $

62100-1000 Line A0460 639 Each $ $

62100-2000 Line A0480 2,813 Each $ $

62101-1000 Line A0500 94 Each $ $

63800-1000 Line A0520 ALL LPSM $

66100-1000 Line A0540 24 Each $ $

91300-5000 Line A0560 11,217 Each $ $

91300-6000 Line A0580 14 Each $ $

91300-7000 Line A0600 725 SQFT $ $

93501-0000 Line A0620 45 Each $ $

Removal of Existing Traffic Signs (Ground Mounted)

Removal of Existing Traffic Signs (Breakaway)

Removal of Existing Traffic Signs (Overhead)

Traffic Sign Assembly, Code HH

Kilometer Marker

Hectometer Marker

Locate Utility, Test Pit

Traffic Sign Assembly, Code S

Traffic Sign Assembly, Code U

Traffic Sign Assembly, Code GG

Object Markers

Maintenance of Traffic

Project Funding Sign

B-2

Account: ALLSchedule B

Project No: PR ER PRMNT RPR(7)

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15001-0000 Line B0020 ALL LPSM $

15100-1000 Line B0040 ALL LPSM $

15102-0000 Line B0060 1 CTSM 173,000.00$ 173,000.00$

15401-0000 Line B0080 ALL LPSM $

15401-1000 Line B0100 ALL LPSM $

15501-0000 Line B0120 ALL LPSM $

21201-1000 Line B0140 1 CTSM 25,000.00$ 25,000.00$

60600-1000 Line B0160 19,350 M $ $

60600-4000 Line B0180 18,180 M $ $

60604-3100 Line B0200 4 Each $ $

61101-0000 Line B0220 8 MO $ $

63800-1000 Line B0240 ALL LPSM $

91001-3000 Line B0260 4 Each $ $

93101-1000 Line B0280 1,535 M $ $

93501-0000 Line B0300 70 Each $ $

Name: Guardrail Repairs on AC-806578 & AC-825578 Schedule Total: _________________________

Submitted by: __________________________

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Construction Schedule

Bridge Transition Upgrade

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Locate Utility, Test Pit

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Thrie-Beam Transition, Type II

Field Office

Maintenance of Traffic

B-3

Account: ALLSchedule C

Project No: PR ER PRMNT RPR(7)

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15001-0000 Line C0020 ALL LPSM $

15100-1000 Line C0040 ALL LPSM $

15102-0000 Line C0060 1 CTSM 136,000.00$ 136,000.00$

15401-0000 Line C0080 ALL LPSM $

15401-1000 Line C0100 ALL LPSM $

15501-0000 Line C0120 ALL LPSM $

21201-1000 Line C0140 1 CTSM 25,000.00$ 25,000.00$

60600-1000 Line C0160 15,640 M $ $

60600-4000 Line C0180 13,410 M $ $

60604-3100 Line C0200 25 Each $ $

63800-1000 Line C0220 ALL LPSM $

91001-3000 Line C0240 18 Each $ $

91001-5100 Line C0260 7 Each $ $

93101-1000 Line C0280 1,360 M $ $

93101-2000 Line C0300 24 SQM $ $

93501-0000 Line C0320 55 Each $ $

Name: Guardrail Repairs on AC-805578 Schedule Total: _________________________

Submitted by: __________________________

Locate Utility, Test Pit

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Construction Schedule

New Transition Module (Less than 45mph)

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Removal and Disposal of Lead Based Paint (Painted Concrete Barrier)

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Thrie-Beam Transition, Type II

Maintenance of Traffic

Bridge Transition Upgrade

B-4

Account: ALLSchedule D

Project No: PR ER PRMNT RPR(7)

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15001-0000 Line D0020 ALL LPSM $

15100-1000 Line D0040 ALL LPSM $

15102-0000 Line D0060 1 CTSM 91,000.00$ 91,000.00$

15401-0000 Line D0080 ALL LPSM $

15401-1000 Line D0100 ALL LPSM $

15501-0000 Line D0120 ALL LPSM $

21201-1000 Line D0140 1 CTSM 25,000.00$ 25,000.00$

60600-1000 Line D0160 9,600 M $ $

60600-4000 Line D0180 9,600 M $ $

63800-1000 Line D0200 ALL LPSM $

93101-1000 Line D0220 245 M $ $

93501-0000 Line D0240 35 Each $ $

Name: Guardrail Repairs on AC-811578 Schedule Total: _________________________

Submitted by: __________________________

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Construction Schedule

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Maintenance of Traffic

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Locate Utility, Test Pit

B-5

Account: ALLSchedule E

Project No: PR ER PRMNT RPR(7)

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15001-0000 Line E0020 ALL LPSM $

15100-1000 Line E0040 ALL LPSM $

15102-0000 Line E0060 1 CTSM 69,000.00$ 69,000.00$

15401-0000 Line E0080 ALL LPSM $

15401-1000 Line E0100 ALL LPSM $

15501-0000 Line E0120 ALL LPSM $

21201-1000 Line E0140 1 CTSM 25,000.00$ 25,000.00$

60600-1000 Line E0160 7,650 M $ $

60600-4000 Line E0180 7,630 M $ $

60604-3000 Line E0200 2 Each $ $

60605-3000 Line E0220 3 Each $ $

63800-1000 Line E0240 ALL LPSM $

91001-5000 Line E0260 2 Each $ $

93101-0000 Line E0280 1 CTSM 15,000.00$ 15,000.00$

93101-1000 Line E0300 937 M $ $

93200-0000 Line E0320 1 CTSM 15,000.00$ 15,000.00$

93501-0000 Line E0340 30 Each $ $

Name: Guardrail Repairs on AC-807578 & AC-827578 Schedule Total: _________________________

Submitted by: __________________________

Asbestos Containing Materials Studies

Locate Utility, Test Pit

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Construction Schedule

New Transition Module (More than 45mph)

Lead Based Paint Studies

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Thrie-Beam Transition, Type I

Crashworthy End Terminal, Type 1, TL-3

Maintenance of Traffic

B-6

B - 7

BID SUMMARY

Project PR ER PRMNT RPR(7)

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-3) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-4) = (3) $____________________

(4) Schedule D (Government Option 3) Bid Total (from Page B-5) = (4) $____________________

(5) Schedule E (Government Option 4) Bid Total (from Page B-6) = (5) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) + (5) $____________________

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

If the Government awards the contract as Schedules A + B+ C+ D +E, the performance period to complete all contract work will be 850 calendar days.

If Schedules A, B, C, D, and E 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 785 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 65 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 not be extended 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 not be extended and the performance of Schedule D work is to be simultaneous with the performance of the executed contract.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period of the contract will not be extended and the performance of Schedule E work is to be simultaneous with the performance of the executed contract.

SCR changes 1 of 2

Special Contract Requirement (J Pages) changes

1. Delete Subsection 109.06 Steel Price Adjustment Provision (1)(a), page J-70, and substitute with the following:

(a) The following pay items, which are also listed in the bid schedule, are eligible to be considered for price adjustment: structural steel, reinforcing steel, overhead sign support structures, ground mounted traffic signs, small traffic sign posts, guardrail, structural plate pipe, steel encasement pipe, foundation piles, and strands for prestressed components

2. Delete the table 105-1, page J-32, and substitute with the following:

Table 105-1 Salvage Materials Disposal Locations

Regional Office

Regional Director

Phone Municipalities

San Juan Ing. Manuel A.

Conde Fuster

(787) 415-3429,

(787) 268-1168

Bayamón, Cataño, Guaynabo, San juan, Carolina, Canóvanas, Loiza

Arecibo Ing. Holvin Montalvo Cruz

(939) 452-5283,

(787) 884-4109

Arecibo, Utuado, Barceloneta, Florida, Manatí, Ciales, Morovis, Vega Baja, Vega Alta, Corozal, Dorado, Toa Baja, Toa Alta, Naranjito

Aguadilla Ing. Luz del C.

Roldán Sotomayor

(787) 479-5255,

(787) 891-5350

Rincón, Aguada, Aguadilla, Moca, Isabela, San Sebastián, Lares, Quebradillas, Camuy, Hatillo

Mayagüez Ing. Máximo Sánchez Soldevila

(787) 410-8626,

(787) 265-3265

Añasco, Mayagüez, Las Marías, Maricao, Hormigueros, San Germán, Sabana Grande, Yauco, Cabo Rojo, Lajas, Guánica, Yauco

Ponce Ing. Celia Tamariz Vargas

(787) 553-4879 Guayanilla, Peñuelas, Adjuntas, Ponce, Jayuya, Juana Díaz, Villalba, Orocovis, Coamo, Santa Isabel

Guayama (interino)

Ing. Woldetrudis Cruz Torres

(787) 955-0502,

(787) 722-2929 ext. 31231

Salinas, Aibonito, Barranquitas, Comerío, Aguas Buenas, Cidra, Cayey, Guayama, Patillas, Arroyo

Humacao Ing. Woldetrudis Cruz Torres

(787) 955-0502,

(787) 852-0950 ext. 32222

Caguas, Gurabo, Juncos, San Lorenzo, Las Piedras, Yabucoa, Maunabo, Humacao, Naguabo, Ceiba, Fajardo, Luquillo, Río Grande, Vieques, Culebra

SCR changes 2 of 2

3. Delete the first sentence of Subsection 156.03, page J-102, and substitute with the following:

Provide a traffic control and safety supervisor with relevant training or certification by a state department of transportation, ATSSA, Local Technical Assistance Program (LTAP) or other acceptable programs, and with at least 3 years of experience in highway construction work zone performing similar work.

4. Add the following after Subsection 613-3.04(g)(6), page J-146:

(7) Details for “Typical Route Marker Assembly for Three 24” X 24” Route Marker With or Without Auxiliary Plates” on Standard Drawing STS-22B shall also apply for route markers with any combination of 24” X 24” and 36” X 24” panels where the total area of sign panels is less than twenty (21) square feet.

(8) Details for “Route Markers Sign Assembly Details for Three 36” X 36” ” on Standard Drawing GMTS-10 shall also apply for route markers with any combination of 24” X 24”, 36” X 24” and 36” X 36” panels where the total area of sign panels is equal or more than twenty

(21) square feet.

(9) Details for “Typical Route Marker Assembly for Four 24” X 24” Route Marker With or Without Auxiliary Plates” on Standard Drawing STS-22B shall also apply for route markers with any combination of 24” X 24” and 36” X 24” panels where the total area of sign panels is

(10) Details for “Route Markers Sign Assembly Details for Four 36” X 36” ” on Standard Drawing GMTS-11 shall also apply for route markers with any combination of 24” X 24”, 36” X 24”, and 36” X 36” panels where the total area of sign panels is equal or more than twenty

(21) square feet.

(11) Details for “Typical Route Marker Assembly for Two 36” X 36” Route Marker With or Without Auxiliary Plates” on Standard Drawing STS-22C shall also apply for route markers with any combination of 36” X 36 and 48” X 36” panels where the total area of sign panels is

(12) Details for “Route Markers Sign Assembly Details for One and Two 48” X 48” or 48” X 36” ” on Standard Drawing GMTS-12 shall also apply for route markers with any combination of 36” X 36 and 48” X 36” panels where the total area of sign panels is equal or more than twenty (21) square feet.

(13) Details for “Route Markers Sign Assembly Details for Three 48” X 48” or 48” X 36” ” on Standard Drawing GMTS-13 shall also apply for route markers with any combination of 36” X 36 and 48” X 36” panels.

Plan Sheet changes 1 of 4

Plan Sheet changes

Standard Drawings

1. Delete Standard Drawing Sheets GMTS-04, GMTS-05, GMTS-06, GMTS-09, and MB-06;

and substitute the amended Standard Drawing Sheets GMTS-04, GMTS-05, GMTS-06, GMTS-09, and MB-06

a) Sheet GMTS-04 updated to revise the first column header of the Post Spacing Table.

b) Sheet GMTS-05 updated to revise the Wind Speed Design Parameter.

c) Sheet GMTS-06 updated to revise the Wind Speed Design Parameter and remove the spread footing dimensions for W10 and W12 posts, since only drilled shafts can be used for the foundations of W10 and W12 posts in accordance with GMTS-05.

d) Sheet GMTS-09 updated to revise the dimensions of the stiffener plate detail and the variables on Table 6.

e) Sheet MB-06 updated to change the W-Beam panel to be used in the guardrail transition from NCHRP 350 height to MASH height from “Existing W-Beam Panel” to “New W-Beam Panel”.

Plans_Sch A & E_AC-827578_part 2 of 2

1. Delete Interim Standard Drawing Details shown in Plan Sheets 320 to 327. Refer to government furnished document PRHTA's Standard Drawings _RPR (7) for the standard drawing applicable to this contract.

Plans_Sch A & B_AC-825578

1. Delete Interim Standard Drawing Details shown in Plan Sheets 55 (TS 39) to 70 (TS 54).

Refer to government furnished document PRHTA's Standard Drawings _RPR (7) for the standard drawing applicable to this contract.

2. Delete Plan Sheets 49 (TS 33) and 50 (TS 34), and substitute with the amended Plan Sheets 49 (TS 33) and 50 (TS 34).

a) Sheet 49 (TS 33) updated to revise the Reference Manual of Sign Code Numbers 591 to 597, 599 to 600, 602, and 604 to 609.

b) Sheet 50 (TS 34) updated to revise the Reference Manual of Sign Code Numbers

612 to 613, 615 to 622, 624 to 626, 628, and 629.

Plan Sheet changes 2 of 4

Plans_Sch A & B_AC-806578_part 2 of 2

1. Delete Interim Standard Drawing Details shown in Plan Sheets 386 (TS 328) to 401 (TS 343). Refer to government furnished document PRHTA's Standard Drawings _RPR(7) for the standard drawing applicable to this contract.

2. Delete Plan Sheets 344 (TS 286), 345 (TS 287), 346 (TS 288), and 365 (TS 307), and substitute with the amended Plan Sheets 344 (TS 286), 345 (TS 287), 346 (TS 288), and 365

(TS 307).

a) Sheet 344 (TS 286) updated to revise the dimensions of the signs of Sign Code Number 131, 141, and 160.

b) Sheet 345 (TS 287) updated to revise the dimensions of the signs of Sign Code

Number 167.

c) Sheet 346 (TS 288) updated to revise the dimensions of the signs of Sign Code Number 189.

d) Sheet 365 (TS 307) updated to revise the dimensions of the signs of Sign Code Number 580.

Plans_Sch A & C_AC-805578_part 3 of 3

1. Delete Interim Standard Drawing Details shown in Plan Sheets 369 (TS 36) to 384 (TS 51).

Refer to government furnished document PRHTA's Standard Drawings _RPR (7) for the standard drawing of this contract.

Plans_Sch A & D_AC-811578

1. Delete Plan Sheets 32 (TS 25), 53 (TS 46), 137 (TS 130), 138 (TS 131), 141 (TS 134), 163 (TS156), 165 (TS 158), 247 (TS 240), 250 (TS 243), 252 (TS 245), 254 (TS 247), 257 (TS 250), and 258 (TS 251). Substitute with the amended Plan Sheets 32 (TS 25), 53 (TS 46), 137 (TS 130), 138 (TS 131), 141 (TS 134), 163 (TS156), 165 (TS 158), 247 (TS 240), 250 (TS 243), 252 (TS 245), 254 (TS 247), 257 (TS 250), and 258 (TS 251).

a) Sheets 32 (TS 25) and 247 (TS 240) updated to revise the dimensions of the signs of Sign Code Numbers 61 and 68.

b) Sheet 53 (TS 46) updated to revise the dimensions for Sign Code Numbers 456, 457, and 458.

c) Sheets 137 (TS 130) and 250 (TS 243) updated to revise the MUTCD code of Sign Code Number 159.

Plan Sheet changes 3 of 4

d) Sheet 250 (TS 243) updated to revise the dimensions of the signs of Sign Code

Number 160.

e) Sheets 163 (TS 156) and 257 (TS 250) to revise the dimensions of the signs of Sign Code Number 367 and 376.

f) Sheet 257 (TS 250) updated to revise the dimensions of the signs of Sign Code

Number 392.

g) Sheet 258 (TS 251) updated to revise the dimensions of the signs of Sign Code Number 397.

h) Sheets 138 (TS 131) and 252 (TS 245) updated to revise the MUTCD code of Sign

Code Number 226.

i) Sheets 138 (TS 131) and 254 (TS 247) updated to revise the dimensions of the signs of Sign Code Number 273.

j) Sheets 141 (TS 134) and 254 (TS 247) updated to revise the dimensions of the signs of Sign Code Numbers 274 and 276.

k) Sheets 165 (TS 158) and 258 (TS 251) updated to revise the dimensions of the signs of Sign Code Numbers 401, 402, 403, and 404.

l) Sheet 258 (TS 251) updated to revise the MUTCD code of Sign Code Number 402.

Plans_Sch A & E_AC-807578_part 3 of 3

1. Delete Plan Sheets 455 (TS 447), 456 (TS 448), 460 (TS 452), 461 (TS 453), 462 (TS 454), 463 (TS 455), and 466 (TS 458). Substitute with the amended Plan Sheets 455 (TS 447), 456 (TS 448), 460 (TS 452), 461 (TS 453), 462 (TS 454), 463 (TS 455), and 466 (TS 458).

a) Sheet 455 (TS 447) updated to revise the dimensions of the signs of Sign Code

Number 512.

b) Sheet 456 (TS 448) updated to revise the dimensions of the signs of Sign Code Numbers 513, 514, 529, and 530.

c) Sheet 460 (TS 452) updated to revise the dimensions of the signs of Sign Code

Number 618.

d) Sheet 461 (TS 453) updated to revise the dimensions of the signs of Sign Code Numbers 631 and 647.

Plan Sheet changes 4 of 4

e) Sheet 462 (TS 454) updated to revise the dimensions of the signs of Sign Code Number 660.

f) Sheet 463 (TS 455) updated to revise the dimensions of the signs of Sign Code

Numbers 672 and 678.

g) Sheet 466 (TS 458) updated to revise the dimensions of the signs of Sign Code Numbers 750, 753, 754, and 755.

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

131 1111, 1139, M2-1 M1-6A

21" x 15" 24" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

132 2622 M1-6D 189 36X24 N/A SEE

TS/327 1

133 2620 R5-2(A)

PROHIBIDO

TRANSITO

VEHICULOS

PESADOS

24X24 N/A

SEE

D.T.P.W.

MANUAL

134 2880 M1-6D M1-6D M6-6L M6-2R

9919189 36X24 36x24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

135 2869 M4-5

M1-6B M1-6A M6-2L M6-2L

HACIA

189 30 24X12 36X24 24X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

136 M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

137 2886 M1-6D M6-3

9919 36X24 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

138 83 M3-2 M1-6B

ESTE

177 24" x 12" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

139 285 M4-5 M1-6D M1-6D M6-1L M6-3

HACIA

174833 24x12 36X24 36x24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

140 55 M2-1 M1-6B

INT

177 21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

S I G N T A B L E

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

151 351 D M1-6D M1-6D M6-1L M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

152 2892 R D1-3 6'-6" X 4'-6" N/A

SEE GUIDE

SIGN

DETAILS

153 2834 B D1-3 5'-6" X 3'-6" N/A

SEE GUIDE

SIGN

DETAILS

154 3058 R D1-3 6' X 4' N/A

SEE GUIDE

SIGN

DETAILS

155 8485 R D1-3 5'-6" X 5' N/A

SEE GUIDE

SIGN

DETAILS

156 332 B D3 3'-6" X 1' N/A SEE GUIDE

SIGN DETAILS 1

157 8495 B D1-2 5'-6" X 2'-6" N/A

SEE GUIDE

SIGN

DETAILS

158 3101 D M4-5 M1-6D M1-6D M6-1L M6-1R

24X12 36X24 36X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

159 76 B D1-1 4'-6" X 1'-6" N/A SEE GUIDE

SIGN DETAILS 1

160 151 E

M4-5 M1-6B M6-2L

M3-2 M1-6B M1-6D M6-3 M6-1R

24"X12" 24"X24" 21"X15"

24X12 36X24 36X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

141 66 C M4-5

M1-6B M6-2L

24" x 12" 24" x 24" 21"X15"

N/A

SEE

DTPW

MANUAL

AND TS/327

142 339 B D1-2 4' X 3'-6" N/A

SEE GUIDE

SIGN

DETAILS

143 431, 6846 B D1-3 5' X 4' N/A

SEE GUIDE

SIGN

DETAILS

144 418 C M1-6D 36X24 N/A SEE

TS/327 1

229, 294, 420, 422

6821, 6824, 6829, 6834, 6835, 6827, C M1-6D 36X24 N/A SEE

TS/327 11

146 427 D M1-6D M1-6D M6-3 M6-1R

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

147 430 D M1-6D M1-6D M6-1L M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

148 2833 B D1-3 5' X 4' N/A

SEE GUIDE

SIGN

DETAILS

149 166, 172, 7188,7189 C M2-1

M1-6D 21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

150 6825 D M4-5

M1-6D M1-6D M6-3 M6-1R

24X12 36X24 36X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

INT

PAY

ITEM

CODE

C

C

A

D

D

C

C

C

D

C

3045, 7144, INT

812174

812 174

HACIA

174 833

830 174

HACIA

9919189

174177

ESTE

HACIA

HACIA

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

P.R. 2019

ER-9999(292) AC-806578

R069999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

344 401

TSSIGN DATA SHEET

(7 OF 30)

VARIES VARIES

4/12/2022 SIGNS CODE 131, 141 AND 160 DIMENSION WERE REVISED1

1 1

Amendment No. 1

S I G N T A B L E

NUMBE

R

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEAD

STRUCTUR

E TYPE

REFERENC

E

MANUAL

TOTAL

ITEM

171 3056,3028 C M1-6D M6-4

36:X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

172 3103 D M4-5

M1-6D M1-6D M6-1L M6-1R

24X12 36X24 36X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

173 3057,3088, 2410 C M2-1

M1-6D 21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

174 2839 D M1-6D M1-6D M6-1(L) M6-3

36X24 36X24 21X15 21X15 N/A

SSEE

DTPW

MANUAL

AND TS/327

175 3027,3089 C M1-6D 36"X24" N/A SEE

TS/327 2

176 342 C M1-6D 36"X24" N/A SEE

TS/327 1

177 110 C M1-6D 36"X24" N/A SEE

TS/327 1

178 3076, 3084 C M2-1 M1-6D

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

179 95 D M1-6D,M1-6D M6-3, M6-4

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

180 3086 D M1-6D M1-6D M6-3 M6-1(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

INT

9945 943

INT

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

161 3665, 7009 M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

162 137 M3-2 M1-6B M1-6D M6-2L M6-3

24X12 36X24 36X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

163 63 M3-2 M1-6B

M6-2(R)

ESTE

24X12 36X24 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

164 338, 352 M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

165 80 M1-6D M6-1(L)

36" x 24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

166 2835, 3047 M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

167 40 M3-1 M4-5

M1-6B M1-6B M6-3 M6-3

24X12 24X12 36X24 24X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

168 1237, 2427, 3054 M1-6D 9944 36"X24" N/A SEE

TS/327 3

169 3051 M1-6D M1-6D M6-3 M6-1(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

170 3050 M1-6D M1-6D M6-1(L) M6-3

9944 943 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

ITEM

PAY

CODE

C

D

C

C

C

C

D

C

D

D

ESTE

NORTE

HACIA

9919 189

HACIA

889 174

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

P.R. 2019

ER-9999(292) AC-806578

R069999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

345 401

TSSIGN DATA SHEET

(8 OF 30)NOT TO SCALE

VARIES VARIES

943 9944

943 9945

4/12/2022 SIGN CODE 167 DIMENSION WAS REVISED1

NUMBE

R

LOCATION

NUMBER

ITEM

PAY

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEAD

STRUCTUR

E TYPE

REFERENC

E

MANUAL

TOTAL

ITEMS

191 1074,1075 C M2-1 M1-6D

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

192 1059, 1077, 1078 C M1-6D 36"X24" N/A SEE

TS/327 3

193 1079 D M1-6D M1-6D M6-1(L) M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

194 1080 D M1-6D M1-6D M6-3 M6-1(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

195 34, 48, 93 C M3-1 M1-6B

24" x 12" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

196 169,246,346, 6832, 6833 C M2-1

M1-6D 21"X15" 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/327

197 296 B D1-2 4' X 3'-6" N/A

SEE GUIDE

SIGN

DETAILS

198 340 D M1-6D M1-6D M6-3 M6-2(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

199 349, 423, 6826, 6837 C M1-6D

M6-4 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

200 418, 6831 C M2-1 M1-6D

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

INT

7765 763

INT

INT

CODE

NUMBE

R

LOCATION

NUMBER

ITEM

PAY

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEAD

STRUCTUR

E TYPE

REFERENC

E

MANUAL

TOTAL

ITEMS

181 3035 C M2-1 M1-6B

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

182 1052, 1076, 3380 C M2-1

M1-6D 21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

183 1053, 1294 C M2-1 M1-6D

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

184 1054, 3317, 3343 C M1-6D

M6-4 36X24 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

185 1055 D M1-6D M1-6D M6-3 M6-1(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

186 1056 D M1-6D M1-6D M6-1(L) M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

1057, 1058, 1292, 1293, C M1-6D 36"X24" N/A SEE

TS/327 5

188 3228 C M1-6D M6-4

36X24 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

189 13 E

M4-5 M1-6B

M6-1(L) M4-5 M3-3

M1-6A M1-6B M6-1(L) M6-1(R)

24"X12" 24"X24" 21"X15"

24X12 24X12 36X36 36X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

190 1073 C M1-6D 36"X24" N/A SEE

TS/327 1

INT

INT

763 765

HACIA

2 174

SUR

HACIA

2 830174

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

P.R. 2019

ER-9999(292) AC-806578

R069999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

346 401

TSSIGN DATA SHEET

(9 OF 30)NOT TO SCALE

VARIES VARIES

INT

NORTE

7765763763765

4/12/2022 SIGN CODE 189 DIMENSION WAS REVISED1

NUMBER

LOCATION

NUMBER

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

589 8404 M3-3

M1-6A M6-1(L)

SUR

52 36"X18" 36"X36"

31.5"X22.5" N/A

SEE

STANDARD

DRAWINGS

AND TS/327

590 8459 D9-2

D9-13AP

M6-3 HOSPITAL

24"X24" 24"X6" 21"X15"

N/A

SEE

D.T.P.W.

AND

STANDARD

DRAWINGS

591 7075, 9490, M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

592 7080, 9221, M1-6D M6-4

200 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

593 7076, 7113, 9159 M1-6D 997 36"X24" N/A SEE

TS/327 3

594 9157, 9223 M1-6D M6-1(R)

997 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

7107, 7126, 9216, 9335, 9353, 9253

M1-6D 200 36"X24" N/A SEE

TS/327 6

596 7112, 9227, M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

597 9219 M1-6D M1-6D M6-1(L) M6-3

200997 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

598 9217 R2-1

R5-1 BACK TO BACK

CEDA

ENTRE

NO 36"x36"x36" 30" x 30" N/A

SEE

D.T.P.W.

MANUAL

599 9271 M1-6D M6-2(R)

200 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

600 7079, 7116, 9256, 7205

M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

580 8376 M4-5 M3-1

M1-6B M1-6B M6-3 M6-1(R)

HACIA NORTE

784 34784 24X12 24X12 36X24 24X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

581 8363 M3-2 M4-5

M1-6BM1-6B

M6-1(L) M6-1(R) 34 78434

HACIAESTE

24X12 24X12 24X24 36X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

582 8370 M1-6B M6-4

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

583 8366 M1-6B

M6-1(L)

36" x 24" 21" x 15" N/A

SEE

DTPW

MANUAL

AND TS/327

584 8884

M4-5 M1-6B

M6-1(L) M3-1 M3-2

M1-6B M1-6B M6-3 M6-1(R)

ESTENORTE

34 34

HACIA

24X12 36X24 21X15

24X12 24X12 24X24 24X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

585 8394 D1-2 4'-6" X 2'-6" N/A

SEE GUIDE

SIGN

DETAILS

586 8406 M3-1 M3-3

M1-6A M1-6A M6-3 M6-1(R)

SUR

NORTE

36X18 36X18 36X36 36X36

31.5X22.5 31.5X22.5

N/A

SEE

STANDARD

DRAWINGS

AND TS/327

587 8410 M3-4 M3-2

M1-6B M1-6B M6-1(L) M6-1(R)

34 3434

ESTEOESTE

24X12 24X12 24X24 24X24 21X15 21X15

N/A

SEE

DTPW

MANUAL

AND TS/327

588 8414 M3-3 M3-1

M1-6A M1-6A M6-3 M6-1(R)

NORTE

SUR

36X18 36X18 36X36 36X36

31.5X22.5 31.5X22.5

N/A

SEE

STANDARD

DRAWINGS

AND TS/327

ITEM

PAY

CODE

D

D

C

C

B

H

D

H

E

ITEM

PAY

CODE

G

A

C

C

C

C

D

B

C

C

C

C

V O I D V O I D V O I D

V O I D V O I D

V O I D

V O I D

V O I D

V O I D

V O I D

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

P.R. 2019

ER-9999(292) AC-806578

R069999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

365 401

TSSIGN DATA SHEET

(28 OF 30)NOT TO SCALE

VARIES VARIES

4/12/2022 SIGN CODE 580 DIMENSION WAS REVISED1

S1-1

YY

S5-1

YY

S5-2

YY

S1-1

YY

S1-1

YY

S1-1

YY

S5-2

YY

S5-1

YY

TYPICAL SIGNING FOR SCHOOL AREA TRAFFIC

CONTROL WITH SCHOOL SPEED LIMITS

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEA

D

STRUCTU

RE TYPE

REFERENC

E

MANUAL

TOTA

L

ITEM

301 9235 A R7-1(L) 12"X18" N/A

SEE

D.T.P.W.

MANUAL

591 7075, 9490, 9555 C M2-1 M1-6D

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/38

592 7080, 9221, 9333 C M1-6D M6-4

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/38

593 7076, 7113, 9159 C M1-6D 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/38

594 9157, 9223 C M1-6D M6-1(R)

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/38

7107, 7126, 9216, 9335, 9353, 9253

C M1-6D 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/38

596 7112, 9227, 9541 C M2-1 M1-6D

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/38

597 9219 D M1-6D M1-6D M6-1(L) M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

598 9217 B R2-1 R5-1

36"x36"x36" 30" x 30" N/A

SEE

D.T.P.W.

MANUAL

599 9271 C M1-6D M6-2(R)

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/38

600 7079, 7116, 9256, 7205 C M2-1

M1-6D 21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/38

ESTACIONE

NO

INT

INT

997 200

BACK TO BACK

CEDA

ENTRE

NO

INT

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEA

D

STRUCTU

RE TYPE

REFERENC

E

MANUAL

TOTA

L

ITEM

601 9251 R D1-3 6'-0" X 3'-6" N/A

SEE GUIDE

SIGN

DETAILS

602 6249 D M1-6D M1-6D M6-1L M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

603 9491 B D1-2 5'-6" X 3' N/A

SEE GUIDE

SIGN

DETAILS

604 9259 D M1-6D M1-6D M6-3 M6-1R

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

605 9521, 9509, 9470, 7123, 7124 C M1-6D 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/38

606 9563, 9580 C M1-6D 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/38

607 7106, 7119, 7120, 7186 C M2-1

M1-6D 21"X15" 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/38

608 9285 D M1-6D M1-6D M6-1L M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

609 9332 D M1-6D M1-6D M6-3 M6-1R

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

610 9294 B D1-2 2'-6' X 4'-6" N/A

SEE GUIDE

SIGN

DETAILS

201200

201200

INT

995 200

995200

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

49 70

TSSIGN DATA SHEET

(2 OF 3)NOT TO SCALE

VARIES

C

4/12/2022 REFERENCE MANUAL FOR ALL ROUTE SIGNS UPDATED.1

996 997

CODE

NUMBE

R

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEA

D

STRUCTU

RE TYPE

REFERENC

E

MANUAL

TOTA

L

ITEM

611 9180 B D1-2 7'-0" X 2'-6" N/A

SEE GUIDE

SIGN

DETAILS

612 9143 C M1-6D M6-2(L)

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/38

613 9173 C M1-6D M6-4

36"X24" 21"X15 N/A

SEE

DTPW

MANUAL

AND TS/38

614 9189 A W1-4 30"X30" N/A

SEE

M.U.T.C.D

7115, 7125, 9206, 9475, C M2-1

M1-6D 21"X15" 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/38

616 9207 C M1-6D

M6-6(R) 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/38

617 7125, 9543, 9556, 7187 C M1-6D 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/38

618 9546 D M1-6D M1-6D

M6-1(L) M6-1(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

619 9540 D M1-6D M1-6D

M6-1(L) M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

620 9514 C M1-6D

M6-2(R) 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/38

INT

996997

997996

CODE

NUMBE

R

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEA

D

STRUCTU

RE TYPE

REFERENC

E

MANUAL

TOTA

L

ITEM

621 9473 D M1-6D M1-6D M6-3 M6-2

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

622 9496 D M1-6D M1-6D M6-1L M6-1R

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

623 9477 R D1-3 6'-6" X 3'-6" N/A

SEE GUIDE

SIGN

DETAILS

624 7122 D M1-6D M1-6D M6-1(L) M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

625 7121, 7126 C M1-6D M6-4

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/38

626 9585 D M1-6D M1-6D M6-3 M6-1(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

627 9602 B D1-2 6'X3' N/A

SEE GUIDE

SIGN

DETAILS

628 7127 D M1-6D M1-6D M6-1(L) M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

629 7128 D M1-6D M1-6D M6-3 M6-1(R)

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/38

996201

201996

201995

996201

201996

996201

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPA…