Amendment 0002 - 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 1404/21/20220002

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)

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

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

b) See B Pages Changes Summary_Amendment 2.pdf for details.

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

a) Section 613-3.04(g) to correct a typo in the applicability for route marker sign assemblies.

b) See SCR Changes_Amendment 2.pdf for details.

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 22

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7322B000008/0002

3) Revise the Plan as follows:

a) Schedule A & D (AC-811578): Replace Sheets 142 (TS 135) and 256 (TS 249).

b) Schedule A & E (AC-807578): Replace Sheets 455 (TS 447), 456 (TS 448), 460 (TS 452), and 463 (TS

455).

c) See Amended Plans_Sch A & D_AC-811578_Amendment 2.pdf, Amended Plan Sheets_

Sch A & E_AC-807578_Amendment 2.pdf, and Plan

Sheet Changes Summary_Amendment 2.pdf for details.

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

5) Reschedule Bid Opening date to Thursday, May 5, 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. 0002

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

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 Bid Summary to update quantities.

b) See B Pages Changes Summary_Amendment 2.pdf for details.

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

a) Section 613-3.04(g) to correct a typo in the applicability for route marker sign assemblies.

b) See SCR Changes_Amendment 2.pdf for details.

3) Revise the Plan as follows:

a) Schedule A & D (AC-811578): Replace Sheets 142 (TS 135) and 256 (TS 249).

b) Schedule A & E (AC-807578): Replace Sheets 455 (TS 447), 456 (TS 448), 460

(TS 452), and 463 (TS 455).

c) See Amended Plans_Sch A & D_AC-811578_Amendment 2.pdf, Amended Plan

Sheets_ Sch A & E_AC-807578_Amendment 2.pdf, and Plan Sheet Changes Summary_Amendment 2.pdf for details.

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

5) Reschedule Bid Opening date to Thursday, May 5, 2022 at 2:00 p.m. EST.

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 $ $

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

175 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

55 SQFT

Traffic Sign Assembly, Code H

445 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.

B Pages Changes Summary Page 1 of 1

B Pages changes

1. Delete Amendment No. 1 Cost Proposal Bid Schedules and Cost Proposal Summary Pages B-1 through B-7 and substitute with the amended Cost Proposal Bid Schedules and Cost Proposal Bid Summary, pages B-1 through B-7.

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

1. Pay item 61310-7000 Traffic Sign Assembly, Code G

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

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

SCR changes 1 of 1

Special Contract Requirement (J Pages) changes

1. Delete Subsection 613-3.04(g)(1) and substitute with the following:

(1) Small Signs with 30” of width or smaller shall be mounted on one (1) post that conforms to 613-2.06(a). Small signs wider than 30” but less than twenty-one (21) square feet in area shall be mounted on two posts that conform to 613-2.06(a). All other signs with area equal or larger than twenty-one (21) square feet shall be mounted on break-away posts according to GMTS Standard Drawings.

2. Delete Subsections 613-3.04(g)(7) through 613-3.04(g)(12) and substitute with the following:

(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-one (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-one (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-one (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-one (21) square feet.

PR-181 0.1 X

1.6 X

1.7 X

1.9 X

2 X 2 X

2.1 X

2.3 X

2.4 X

2.5 X

3.3 X

4.6 X

4.9 X

5 X

5.7 X

6.8 X

6.9 X

7 X

7.2 X

7.5 X

7.7 X

7.8 X

8.1 X

8.4 X

9 X

9.2 X

9.9 X

10.1 X

10.5 X

10.8 X

11.9 X

12 X 12 X

12.2 X

12.3 X

13.5 X

13.8 X

16.3 X

16.5 X

17.7 X

17.9 X

18 X

18.5 X

19 X

CARRETERA KILOMETRO IZQUIERDADERECHA PUNTO

CARDINAL

19.1 X

19.2 X

20.5 X

20.7 X

21.8 X

22.1 X

22.7 X

24 X 24 X

24.3 X

24.7 X

25 X 25 X

25.1 X

25.2 X

25.3 X

25.5 X

25.6 X

26.1 X

26.2 X

26.3 X

26.4 X

26.6 X

27 X

27.2 X

27.3 X

27.4 X

27.6 X

28 X

28.1 X

28.4 X

28.7 X

PR-181

CARRETERA KILOMETRO IZQUIERDADERECHA PUNTO

CARDINAL

28.8

28.9 X

29 X

29.3 X

29.5 X

29.7 X

30 X

30.1 X

30.8 X

31.2 X

32 X

32.1 X

32.3 32.4 32.5 32.9

21" X 15" 36" X 18"

204/19/2022 Dimension Revision for Sign Code 349

21" X 15" 36" X 18" 2

204/19/2022 Dimension Revision for Sign Code 349

5 5

5 855

5 8855

177 20

177 20

177 177

52 177

52 52

52 177

5 5

2 2

864 862

5 5

5 5

22 22

5 22

22 8869

8908885

5 28

169 199

177 174

5 5

5 5

852 858

852 853

Plan Sheet changes 1 of 1

Plan Sheet changes

Plans_Sch A & D_AC-811578

1. Delete Plan Sheets 142 (TS 135) and 256 (TS 249), and substitute with the amended Plan Sheets 142 (TS 135) and 256 (TS 249).

a) Sheet 142 (TS 135) and 256 (TS 249) updated to revise the dimensions of the signs of Sign Code Number 349.

Plans_Sch A & E_AC-807578_part 3 of 3

1. Delete Plan Sheets 455 (TS 447), 456 (TS 448), 460 (TS 452), and 463 (TS 455). Substitute with the amended Plan Sheets 455 (TS 447), 456 (TS 448), 460 (TS 452), and 463 (TS 455).

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

Numbers 511 and 512.

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

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

Numbers 615, 616, 617, 618, 619, and 620.

d) Sheet 463 (TS 455) updated to revise the dimensions of the signs of Sign Code Numbers 678 and 680.

Questions/Clarifications

Questions/Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, but questions submitted within 9 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids.

The following questions and issues were asked via email. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included.

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

1. For pay item codes E, F, G, H, and I, the sum of total area of sign panels includes the auxiliary plates? Please advise.

Response: Yes, include the area for the auxiliary plates when calculating the total area of the sign panels.

2. Sign Code Number 512, 513, 514, 618, 616, 617, 619, 620, and 678 for the auxiliary plates M3-1, M3-3, M4-5, M3-2 for DTPW Normal size should be 36” x 18” not 36” x 24”. Please Advise.

Response: The plans have been revised, so the auxiliary plates M3-1, M3-3, M4-5, M3-2 are either DTPW’s minimum size 24” x 12” or normal size 36’’x 18’’.

3. Is there any table that specifies what pay item code A thru HH includes in the scope of work?

Please advise.

Response: Below is the list of the pay item codes developed by PRHTA for traffic sign assembly and the description.

PAY

ITEM

CODE:

DESCRIPTION:

A Ground Mounted Signs with area(A) less than twenty-one square feet (A< 21sqft) and width(W) equal or less than thirty inches (W≤30"). The total area includes auxiliary plates.

B Ground Mounted Signs with area less than twenty-one square feet (A< 21sqft) and width greater than thirty inches (W>30"). The total area includes auxiliary plates.

C Ground Mounted Route Markers with or without auxiliary plates - 1 marker - 24"x24" or 36"x24".

D Ground Mounted Route Markers with or without auxiliary plates - 2 markers - 24"x24" or 36"x24".

E Ground Mounted Route Markers with or without auxiliary plates - 3 markers - 24"x24" or 36"x24".

PAY

ITEM

CODE:

DESCRIPTION:

F Ground Mounted Route Markers with or without auxiliary plates - 4 markers - 24"x24" or 36"x24".

G Ground Mounted Route Markers with or without auxiliary plates - 1 marker - 36"x36" or 48"x36".

H Ground Mounted Route Markers with or without auxiliary plates - 2 markers - 36"x36" or 48"x36".

I Ground Mounted Route Markers with or without auxiliary plates - 3 markers - 36"x36" or 48"x36".

J Ground Mounted Route Markers with or without auxiliary plates - 4 markers - 36"x36" or 48"x36".

K Ground Mounted Route Markers with or without auxiliary plates - 1 marker - 48"x48".

L Ground Mounted Route Markers with or without auxiliary plates - 2 markers - 48"x48".

M Ground Mounted Route Markers with or without auxiliary plates - 3 markers - 48"x48".

N Ground Mounted Route Markers with or without auxiliary plates - 4 markers - 48"x48".

O Ground Mounted EXIT Gore Signs - None, One and Two Digits-0, 1 and 2 Digits.

P Ground Mounted EXIT Gore Signs - Three Digits-3 Digits.

Q Ground Mounted EXIT Gore Signs - Four Digits-4 Digits.

R Ground Mounted Signs with area (A) equal or more than twenty-one square feet (A

≥ 21 sq. ft.). The total area includes auxiliary plates.

S Bridge Mounted.

T Installation in existing Ground Mounted Structure A<21 sq. ft. The total area includes auxiliary plates.

U Installation in existing Ground Mounted Structure A≥21 sq. ft. The total area includes auxiliary plates.

V Overhead Signs - New Structure type I-A.

W Overhead Signs - New Structure type I-B.

X Overhead Signs - New Structure type I-C.

Y Overhead Signs - New Structure type I-D.

Z Overhead Signs - New Structure type II-A.

AA Overhead Signs - New Structure type II-B.

BB Overhead Signs - New Structure type III-A.

CC Overhead Signs - New Structure type III-B.

DD Overhead Signs - New Structure type III-C.

EE Overhead Signs - New Structure type III-D.

FF Overhead Signs - New Structure type III-E.

GG Overhead Sign - Installation in existing overhead structure - sign area A ≤ 144 sq. ft.

HH Overhead Sign - Installation in existing overhead structure - sign area A > 144 sq. ft.

4. Route Markers under Pay Item code E, are for route marker where the total signs area adds up to equal or less than 21 sq. ft. What pay item code shall we use for these signs that are identify with code E, but the total area of sign panels is more than 21 sq. ft.? Be aware that this changes from STS to GMTS.

Response: Pay Item Code E consider 3 Route Markers signs with or without auxiliary plates that are either 24" x 24" or 36" x 24". The type of support will depend on the total area as presented in Amendment No. 1 SCR Subsection 613-3.04(g)(7) and 613- 3.04(g)(8).

For Pay Item Code E and all other Traffic Sign Assembly Pay Item Codes, the contractor shall consider in their price proposal the appropriate type of support required in Specification 613 and the PRHTA’s Standard Drawings.

5. Plan sheet Changes No 4.(11) in Amendment No. 001 reads: 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 combinations of 36”x36” an 48” x36” panels where the total area of sign panels is less than twenty (21) square feet.

We understand that you meant twenty-one, but the problem is that if you take a sign 48 x 36 and a second panel 36” x 36” is already twenty-one square feet without considering the auxiliary plates. STS-22c makes no sense if this is true.

Response: Yes, it was meant to say twenty-one and this is being corrected through this amendment. For any combination of 36” X 36” and 48” X 36” panels where the total area of sign panels is equal or more than twenty-one (21) square feet, refer to Subsection 613-3.04(g)(12) which requires the use of the standard drawing GMTS-12.

6. Since there are changes to many route markers that were originally considered STS according to the Standard Drawings, it would be appropriate to extend the bid date to allow us to review all this change provided in the Amendment No. 001.

It is important that the sign schedule is revised with the appropriate pay code letter. This will help a great deal to keep similar signs in each pay item code letter. During construction if signs are added you will get appropriate sign value for additional signs.

Response: The bid opening date will be rescheduled for Thursday, May 5, 2022 at 2:00 p.m. EST. Please note that the bids can be submitted electronically in accordance to the Notice to Bidders (Page 2 of 2) section of the Solicitation.