Amendment 0003 - PR ER DOT PRMNT RPR(25).pdf

(x)

693C7325B000009 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ASHBURN VA 20147

ATTN: Construction

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: Acquisitions

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1406/05/20250003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

04/30/2025

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project PR ER DOT PRMNT RPR(25)

The purpose of this Amendment is to:

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

2) Revise the Solicitation Bid Schedule (Schedule D) to:

a. Replace the Cost Proposal Bid Schedules to add a pay item, remove pay items, and revise pay item amount.

b. See Bid Schedule Changes Summary_Amendment 3.pdf for details.

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

3) Add OGPe AAA (PRASA) Endorsement - AC-883579_HWY-369:

a. See OGPe_PRASA_Endorsement_AC-883579_HWY-369_Amendment 3.pdf for the OGPe PRASA Endorsement AC-883579 for PR-453, Km 12.7 (HWY-369).

4) Reschedule the bid opening date to Tuesday, June 17, 2025, at 2:00 p.m. EDT.

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Amendment No. 0003

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0003 Project PR ER DOT PRMNT RPR(25)

Puerto Rico Highway and Transportation Authority Landslide Repairs in the West Region C1

Solicitation: 693C73-25-B-000009

The purpose of this Amendment is to:

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

2) Revise the Solicitation Bid Schedule (Schedule D) to:

a. Replace the Cost Proposal Bid Schedules to add a pay item, remove pay items, and revise pay item amount.

b. See Bid Schedule Changes Summary_Amendment 3.pdf for details.

3) Add OGPe AAA (PRASA) Endorsement - AC-883579_HWY-369:

a. See OGPe_PRASA_Endorsement_AC-883579_HWY-369_Amendment 3.pdf for the OGPe PRASA Endorsement AC-883579 for PR-453, Km 12.7 (HWY-369).

4) Reschedule the bid opening date to Tuesday, June 17, 2025, at 2:00 p.m. EDT.

Questions/Clarifications

Questions/Clarifications

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

Questions can be submitted at any time, but questions submitted within 10 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bid.

The following questions 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 not have been included.

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

1. Revising the Bid Schedule D, we notice that the following items present quantity zero (0):

Please clarify.

a. 60900-2000 => Line D0700 => Concrete Curb and Gutter (Shallow Concrete Gutter)

b. 61000-0000 => Line D0720 => Concrete Barrier, Case I, Type A

c. 62200-2000 => Line D0920 => Filter Blanket

d. 62200-5000 => Line D0940 => Filter Blanket Type A

e. 62201-7000 => Line D1000 => Grouted Riprap, Class III

Response: The pay items 60900-2000 Concrete Curb and Gutter (Shallow Concrete Gutter), 61000-0000 Concrete Barrier, Case I, Type A, 62200-2000 Blanket, 62200-5000 Filter Blanket Type A, and 62201-7000 Grouted Riprap, Class III were deleted through this amendment. Refer to the amended B pages for additional information.

2. Revising the Bid Schedule D, we notice that the item 63602-1000, line D1140, Utility Company Compensation (PRASA) with unit of measure CTSM does not have a unit price and therefore an amount. Please clarify.

Response: The pay item 63602-1000 Utility Company Compensation (PRASA) was revised to reflect the amount through this amendment. Refer to the amended B pages for additional information.

3. Reference is made to the project ER-HWY-73, specifically to Drawing GR/04, Note 14, which states:

"SUPPORT OF EXCAVATION SHALL BE A SUBSIDIARY OBLIGATION OF THE

CONTRACTOR UNDER UNCLASSIFIED EXCAVATION (SPEC. 203) PAY ITEM."

We would like to respectfully raise a concern regarding this note. As currently written, the language places full financial responsibility for excavation support entirely on the contractor, mailto:eflhd.contracts@dot.gov

Questions/Clarifications treating what could represent a significant and potentially complex scope of work as a subsidiary obligation under the general excavation pay item.

Given the specialized nature of the shoring systems likely required for the safe installation of the gabion walls — and considering compliance with OSHA 1926 Subpart P standards — we propose that the government establish a separate bid item for shoring support.

Response: The pay item 20600-5000 - Temporary Shoring and Bracing (HWY-73) with unit price LPSM has been added through this amendment. Refer to the amended B pages and SCRs Section 206 for additional information.

4. We are currently reviewing the drawings for Sites HWY-21 and HWY-80, both developed by Kimley-Horn. As specified, both locations call for the use of a secant pile wall with an anchored cast-in-place retaining wall system. However, upon examining the drawings— specifically pages RW/6 through RW/8 for Site HWY-21, and RW/18 through RW/20 for Site HWY-80, we note that while reinforcing steel is detailed, the specific rebar sizes are not identified. We kindly request clarification on this matter.

Response: The designated rebar size is clearly identified in the plans. For Sheets RW/6

– RW/8, the note on the bottom left states the if “*” is included the first number relates to the bar size. All 4 tables have “*” with “Designation”.

For sheet RW/18 – RW/20, sheet RW/18 does have a minor error. The 5W1 – 5W12, should be 5H1 – 5H12. Although that is an error, sheet RW/19 only has one table for horizontal bars. Also, the table “Vertical Rebar” on sheet RW/19 should have a “*” with the “Designation”. Designated rebar size will follow the same format as explained above.

5. While we acknowledge and appreciate the previously granted extension to June 10, we respectfully request an additional extension of at least two (2) weeks.

Response: The Bid Opening date was rescheduled to June 17, 2025, at 2:00 p.m. EDT.

B Pages Changes Summary Page 1 of 1

B Pages changes

1. Delete Cost Proposal Bid Schedules and Cost Proposal Summary Pages B-11 through B-14 and substitute with the amended Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-11 through B-14.

a) Deleted bid pay item for the following Schedule D pay items:

1. Pay item 60900-2000 Concrete Curb and Gutter (Shallow Concrete Gutter)

2. Pay item 61000-0000 Concrete Barrier, Case I, Type A

3. Pay item 62200-2000 Filter Blanket

4. Pay item 62200-5000 Filter Blanket Type A

5. Pay item 62201-7000 Grouted Riprap, Class III

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

1. Pay item 63602-1000 Utility Company Compensation (PRASA)

c) Add bid pay item for the following Schedule D:

1. Pay item 20600-5000 Temporary Shoring and Bracing (HWY-73)

BID SCHEDULE INSTRUCTIONS

PROJECT: PR ER DOT PRMNT RPR(25)

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 - $ .

Schedule D - $ .

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-5 Schedule B (Government Option 1) - Pages B-6 thru B-7 Schedule C (Government Option 1) - Pages B-8 thru B-10 Schedule D (Government Option 1) - Pages B-11 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), Schedule C (Government Option 2), and Schedule D (Government Option 3); 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), Schedule C (Government Option 2), and Schedule D (Government Option 3) at that time.

If additional funding is required for the award of Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D (Government Option 3), and received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedule B (Government Option 1), Schedule C (Government Option 2), and Schedule D (Government Option 3), at the unit prices bid no later than:

For Schedules B and D: 60 calendar days after the Notice to Proceed for Schedule A (Base Contract); and

For Schedules C: 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, the performance period to complete all contract work will be 1,365 calendar days.

If the Government awards the contract as Schedules A + B + D, the performance period to complete all contract work will be 1,185 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 895 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period of the contract will not be extended and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

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

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

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 June 2025. 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.

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 DOT PRMNT RPR(25) Project Name: AC-922579, PR-108, km. 16.9 (HWY-21), PR-120, km. 27.5 (HWY-80); AC-924579, PR-124, km. 2.4 (HWY-105); AC-883579, PR-339, km. 1.7-1.8 (HWY-347), PR-453, km. 12.7 (HWY-369); AC-845579: PR-4406, km.

5.2-5.4 (HWY-362); AC-814579: PR-119, km. 20.90-21.10 (HWY-73)

Municipalities: Las Marias, Mayaguez, Quebradillas, and San Sebastian, Puerto Rico

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

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

15001-0000 Line A0020 ALL LPSM $

15100-1000 Line A0040 ALL LPSM $

15102-0000 Line A0060 ALL LPSM 635,000.00$

15401-0000 Line A0080 ALL LPSM $

15401-1000 Line A0100 ALL LPSM $

15401-2000 Line A0120 ALL LPSM $

15501-0000 Line A0140 ALL LPSM $

20100-0000 Line A0160 2.00 CUERDA $ $

20100-1000 Line A0180 2 EACH $ $

20200-0000 Line A0200 ALL LPSM $

20300-0000 Line A0220 2,200 M3 $ $

20301-0000 Line A0240 30 M3 $ $

20500-0000 Line A0260 650 M3 $ $

20600-1000 Line A0280 1,300 M3 $ $

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

21000-5000 Line A0320 60 EACH 15.00$ 900.00$

21001-9000 Line A0340 ALL LPSM $

30101-0000 Line A0360 900 M3 $ $

30400-3000 Line A0380 400 M3 $ $

Schedule Total: ________________________

Submitted by: _________________________

Soil Erosion Control, Straw Bales

Temporary Erosion Control Measures

Subbase Course

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resources Protection and Monitoring)

Aggregate Base Course

Trench Excavation

Unclassified Excavation for Structure

Soil Erosion Control, Silt Fence

Construction schedule

Clearing and Grubbing

Cutting and Removing Trees, Large

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

B-1

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30500-2000 Line A0400 30 M2 $ $

40300-2000 Line A0420 600 M2 $ $

42100-7000 Line A0440 290 TON $ $

42100-9000 Line A0460 400 TON $ $

42101-3000 Line A0480 110 TON $ $

42101-4000 Line A0500 40 TON $ $

42101-6000 Line A0520 170 TON $ $

60200-0000 Line A0540 97,000 LBS $ $

60300-3000 Line A0560 120 M $ $

60302-1000 Line A0580 42 M $ $

60302-4000 Line A0600 30 M $ $

60400-9000 Line A0620 1 EACH $ $

60401-4000 Line A0640 2 EACH $ $

60401-4100 Line A0660 4 EACH $ $

60401-4200 Line A0680 1 EACH $ $

60401-4300 Line A0700 2 EACH $ $

60401-5000 Line A0720 4 EACH $ $

60402-2000 Line A0740 1 EACH $ $

60402-5000 Line A0760 1 EACH $ $

Headwall, Type B

Conversions of Inlets to Type 4

Inlet Type 5 <10'

Inlet Type 5 >10'

Inlet, Type II, Ht. 1 to 6

18" RCP Pipe (Class III)

24" RCP Pipe (Class III)

30" RCP Pipe (Class III)

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

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

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

Inlet, Type 4

Inlet, Type III, Ht. 1 to 6

Inlet Type S

Lean Concrete Base

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

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

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

Reinforcing Steel

B-2

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60501-4000 Line A0780 165 M $ $

60600-1000 Line A0800 210 M $ $

60600-4000 Line A0820 100 M $ $

60600-5000 Line A0840 4 EACH $ $

60700-0000 Line A0860 125 M $ $

60800-0000 Line A0880 75 M2 $ $

60900-1000 Line A0900 470 M $ $

60900-8000 Line A0920 190 M $ $

61000-0000 Line A0940 12 M $ $

61101-0000 Line A0960 25 MO $ $

61300-3000 Line A0980 5 EACH $ $

61400-2000 Line A1000 45 M3 $ $

61500-2000 Line A1020 310 M $ $

61500-3000 Line A1040 150 M2 $ $

61700-1000 Line A1060 2 M2 $ $

61700-6000 Line A1080 165 M2 $ $

61700-9000 Line A1100 20 M3 $ $

61800-1000 Line A1120 150 M $ $

61800-2000 Line A1140 670 M $ $

Bed Course Material

Thermoplastic Pavement Markings Stripes, Yellow

Thermoplastic Pavement Markings Stripes, White

Traffic Sign Assembly, Code 3

Gabions

Steel H Piles

Steel Sheet Piling

Concrete Paved Waterway

Concrete Paved Waterway, Type V

Barbed Wire Fence, Type A

Sidewalks

Combination Concrete Curb and Gutter, Type F

Concrete Curb and Gutter (Shallow Concrete Gutter)

Concrete Barrier, Case I, Type A

Field Office

French Drain

W-beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

New Crashworthy End Terminal Type II, TL-2

B-3

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62100-2000 Line A1160 1 EACH $ $

62100-3000 Line A1180 5 EACH $ $

62200-2000 Line A1200 4 M3 $ $

62200-5000 Line A1220 6 M3 $ $

62200-7000 Line A1240 7 M3 $ $

62201-7000 Line A1260 13 M3 $ $

62500-1000 Line A1280 25 M3 $ $

62600-0000 Line A1300 2,700 EACH $ $

62700-1000 Line A1320 1,400 M2 $ $

62700-2000 Line A1340 1,400 M2 $ $

63200-2000 Line A1360 30 M $ $

63200-3000 Line A1380 1 EACH $ $

63601-5000 Line A1400 ALL LPSM $

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

63602-9000 Line A1440 130 M $ $

63800-1000 Line A1460 ALL LPSM $

66100-1000 Line A1480 8 EACH $ $

90100-5000 Line A1500 2,600 M $ $

90100-6000 Line A1520 18 EACH $ $

Maintenance of Traffic

Project Funding Sign

Drilled Shafts, 12 inch Diameter

Drilled Shaft Integrity Test

Jute Mesh

Cleaning and Repair of Storm Sewers

Cleaning and Repair of Manholes, Inlets, and Catch Basins

Adjustment of PRASA Facilities

Utility Company Compensation (PRASA)

16" PVC Water line

Filter Blanket, Type A

Dumped Riprap, Class I

Grouted Riprap, Class III

Furnishing and placing loamy topsoil

Planting Vetiver Grass

Seeding, (with mulch)

Hectometer Marker

Right-of-way Marker

Filter Blanket

B-4

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

90900-0000 Line A1540 980 M2 $ $

92400-1000 Line A1560 210 M2 $ $

93400-5000 Line A1580 200 M3 $ $

93400-8000 Line A1600 320 M3 $ $

93501-0000 Line A1620 8 EACH $ $

96300-0000 Line A1640 480 M2 $ $

99200-1000 Line A1660 900 M3 $ $

Structural Concrete, Class III (General Use)

Structural Concrete, Class V (General Use)

Locate Utility, Test Pit

Soil Nail System

Special Borrow Embankment

Prefabricated Drainage Composite

Erosion Control Blanket, Type 4

B-5

Option B Account: ALL

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

15001-0000 Line B0020 ALL LPSM $

15100-1000 Line B0040 ALL LPSM $

15102-0000 Line B0060 ALL LPSM 95,000.00$

15401-0000 Line B0080 ALL LPSM $

15401-2000 Line B0100 ALL LPSM $

15501-0000 Line B0120 ALL LPSM $

20100-0000 Line B0140 1.00 CUERDA $ $

20200-0000 Line B0160 ALL LPSM $

20300-0000 Line B0180 380 M3 $ $

20301-0000 Line B0200 420 M3 $ $

20500-0000 Line B0220 90 M3 $ $

20600-1000 Line B0240 40 M3 $ $

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

30101-0000 Line B0280 45 M3 $ $

30400-3000 Line B0300 25 M3 $ $

30500-2000 Line B0320 2 M2 $ $

40300-2000 Line B0340 55 M2 $ $

42100-7000 Line B0360 40 TON $ $

42100-9000 Line B0380 200 TON $ $

Schedule Total: ________________________

Submitted by: _________________________

Lean Concrete Base

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

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

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Contractor Testing (Cultural Resources Protection and Monitoring)

Construction schedule

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

Soil Erosion Control, Silt Fence

Subbase Course

Aggregate Base Course

Clearing and Grubbing

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Trench Excavation

Unclassified Excavation for Structure

B-6

Option B Account: ALL

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60200-0000 Line B0400 910 LBS $ $

60300-3000 Line B0420 35 M $ $

60600-1000 Line B0440 95 M $ $

60600-4000 Line B0460 95 M $ $

60900-1000 Line B0480 85 M $ $

61101-0000 Line B0500 4 MO $ $

61400-2000 Line B0520 70 M3 $ $

61700-1000 Line B0540 55 M2 $ $

61800-2000 Line B0560 200 M $ $

62100-2000 Line B0580 1 EACH $ $

62700-1000 Line B0600 5 M2 $ $

63601-5000 Line B0620 ALL LPSM $

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

63800-1000 Line B0660 ALL LPSM $

66100-1000 Line B0680 2 EACH $ $

93400-8000 Line B0700 10 M3 $ $

93501-0000 Line B0720 2 EACH $ $

99100-0000 Line B0740 3,000 M2 $ $

Mechanically Stabilized Earth Slope (RSS)

Project Funding Sign

Structural Concrete, Class V (General Use)

Locate Utility, Test Pit

Thermoplastic Pavement Markings Stripes, White

Hectometer Marker

Seeding, (with mulch)

W-beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

Combination Concrete Curb and Gutter, Type F

Adjustment of PRASA Facilities

Utility Company Compensation (PRASA)

Maintenance of Traffic

Reinforcing Steel

18" RCP Pipe (Class III)

Field Office

Gabions

Concrete Paved Waterway

B-7

Option C Account: ALL

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

15001-0000 Line C0020 ALL LPSM $

15100-1000 Line C0040 ALL LPSM $

15102-0000 Line C0060 ALL LPSM 330,000.00$

15401-0000 Line C0080 ALL LPSM $

15501-0000 Line C0100 ALL LPSM $

20100-0000 Line C0120 1.00 CUERDA $ $

20100-1000 Line C0140 2 EACH $ $

20100-2000 Line C0160 2 EACH $ $

20200-0000 Line C0180 ALL LPSM $

20300-0000 Line C0200 5,100 M3 $ $

20301-0000 Line C0220 2,700 M3 $ $

20301-5000 Line C0240 180 M3 $ $

20500-0000 Line C0260 20 M3 $ $

20900-0000 Line C0280 300 M3 $ $

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

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

30101-0000 Line C0340 670 M3 $ $

30400-3000 Line C0360 300 M3 $ $

30500-2000 Line C0380 50 M2 $ $

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Construction schedule

Clearing and Grubbing

Lean Concrete Base

Trench Excavation

Sheathing

Soil Erosion Control, Silt Fence

Cutting and Removing Trees, Large

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Borrow Class D

Soil Erosion Control, Straw Bales

Subbase Course

Aggregate Base Course

Schedule Total: ________________________

Submitted by: _________________________

B-8

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

40300-2000 Line C0400 710 M2 $ $

42100-7000 Line C0420 370 TON $ $

42101-5000 Line C0440 390 TON $ $

60200-0000 Line C0460 1,440 LBS $ $

60401-8000 Line C0480 4 EACH $ $

60500-8000 Line C0500 440 M $ $

60600-1000 Line C0520 240 M $ $

60700-0000 Line C0540 260 M $ $

60700-5000 Line C0560 10 M $ $

61101-0000 Line C0580 13 MO $ $

61500-3000 Line C0600 1,100 M2 $ $

61500-3100 Line C0620 45 EACH $ $

61500-4000 Line C0640 1,000 M2 $ $

61500-4100 Line C0660 35 EACH $ $

61500-5000 Line C0680 4 EACH $ $

61700-2000 Line C0700 90 M2 $ $

61700-3000 Line C0720 200 M2 $ $

61700-4000 Line C0740 20 M2 $ $

61700-5000 Line C0760 75 M2 $ $

Anchors Piles (Sheet Pile Wall)

Soldier Pile Wall

Anchors Piles (Soldier Pile Wall)

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

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

4" Pipe Underdrain

W-beam Guardrail, Single Face

Barbed Wire Fence, Type A

Chain-Link Fence, Type A

Field Office

Steel Sheet Piling

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

Reinforcing Steel

Inlet Steel Grate

Concrete Paved Waterway, Type III

Concrete Paved Waterway, Type IV

Anchors Performance Test

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type II

B-9

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61800-1000 Line C0780 350 M $ $

61800-2000 Line C0800 650 M $ $

61800-4000 Line C0820 60 EACH $ $

61800-6000 Line C0840 30 EACH $ $

62100-1000 Line C0860 1 EACH $ $

62100-2000 Line C0880 1 EACH $ $

62201-4000 Line C0900 35 M3 $ $

62201-6000 Line C0920 30 M3 $ $

62500-1000 Line C0940 120 M3 $ $

62700-1000 Line C0960 15 M2 $ $

62700-2000 Line C0980 2,000 M2 $ $

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

63502-5000 Line C1020 ALL LPSM $

63602-7000 Line C1040 45 M $ $

63602-8000 Line C1060 200 M $ $

63800-1000 Line C1080 ALL LPSM $

66100-1000 Line C1100 2 EACH $ $

93400-5000 Line C1120 10 M3 $ $

93501-0000 Line C1140 2 EACH $ $

Thermoplastic Pavement Markings Stripes, Yellow

Thermoplastic Pavement Markings Stripes, White

Reflective Raised Pavement Markings (one way clear)

Reflective Raised Pavement Markings (two way yellow)

Jute Mesh

Utility Company Compensation (PREPA)

Adjustment of PREPA Facilities

PVC Type SDR 40, 2 in D Pipe

PVC Type SDR 40, 4 in D Pipe

Maintenance of Traffic

Kilometer Marker

Hectometer Marker

Grouted Riprap, Class II

Dumped Riprap, Class II

Furnishing and placing loamy topsoil

Seeding, (with mulch)

Project Funding Sign

Structural Concrete, Class III (General Use)

Locate Utility, Test Pit

B-10

Option D Account: ALL

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

15001-0000 Line D0020 ALL LPSM $

15100-1000 Line D0040 ALL LPSM $

15102-0000 Line D0060 ALL LPSM 335,000.00$

15401-0000 Line D0080 ALL LPSM $

15401-2000 Line D0100 ALL LPSM $

15501-0000 Line D0120 ALL LPSM $

20100-0000 Line D0140 1.00 CUERDA $ $

20100-2000 Line D0160 5 EACH $ $

20200-0000 Line D0180 ALL LPSM $

20300-0000 Line D0200 7,000 M3 $ $

20301-0000 Line D0220 80 M3 $ $

20301-1000 Line D0240 4,500 M3 $ $

20500-0000 Line D0260 220 M3 $ $

20600-5000 Line D0280 ALL LPSM $

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

21000-5000 Line D0320 45 EACH 15.00$ 675.00$

21001-3000 Line D0340 1 EACH $ $

30400-3000 Line D0360 220 M3 $ $

40200-0000 Line D0380 160 M3 $ $

Construction survey and staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor testing

Contractor Testing (Cultural Resources Protection and Monitoring)

Construction schedule

Full Depth Removal of Bituminous Conc. Pav.

Trench Excavation

Temporary Shoring and Bracing (HWY-73)

Soil Erosion Control, Silt Fence

Clearing and Grubbing

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Borrow Class A

Soil Erosion Control, Straw Bales

Stabilized construction exit

Aggregate Base Course

Schedule Total: ________________________

Submitted by: _________________________

B-11

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

40200-1000 Line D0400 160 M3 $ $

40300-2000 Line D0420 20 M2 $ $

42100-7000 Line D0440 230 TON $ $

42100-9000 Line D0460 290 TON $ $

60200-0000 Line D0480 5,300 LBS $ $

60300-3000 Line D0500 10 M $ $

60301-5000 Line D0520 6 M $ $

60302-4000 Line D0540 13 M $ $

60302-5000 Line D0560 1 M $ $

60401-1000 Line D0580 1 EACH $ $

60401-3000 Line D0600 1 EACH $ $

60500-8000 Line D0620 155 M $ $

60600-1000 Line D0640 230 M $ $

60700-1000 Line D0660 300 M $ $

60700-6000 Line D0680 1 EACH $ $

60900-2000 Line D0700 100 M $ $

61101-0000 Line D0720 5 MO $ $

61300-3000 Line D0740 2 EACH $ $

61400-2000 Line D0760 2,300 M3 $ $

4" Pipe Underdrain

W-beam Guardrail, Single Face

Chain-Link Fence, Type B

Replacement Aggregate Base Course

Cold Milling Bituminous Concrete Pavement (0.05 M Depth)

18" RCP Pipe (Class III)

30" RC Pipe Class IV

30" RCP Pipe (Class III)

18 in. Reinf. Conc. Pipe, End Section

Inlet, Type 5

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

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

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

Reinforcing Steel

Traffic Sign Assembly, Code 3

Gabions

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

Curb Type-D

Field Office

B-12

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61700-2000 Line D0780 130 M2 $ $

61700-3000 Line D0800 30 M2 $ $

61700-9000 Line D0820 25 M3 $ $

61800-2000 Line D0840 500 M $ $

61800-4000 Line D0860 20 EACH $ $

62100-1000 Line D0880 2 EACH $ $

62201-4000 Line D0900 15 M3 $ $

62201-5000 Line D0920 4 M3 $ $

62500-1000 Line D0940 50 M3 $ $

62800-0000 Line D0960 480 M2 $ $

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

63502-5000 Line D1000 ALL LPSM $

63601-5000 Line D1020 ALL LPSM $

63601-6000 Line D1040 1 EACH $ $

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

63602-4000 Line D1080 120 M $ $

63602-5000 Line D1100 2 EACH $ $

63800-1000 Line D1120 ALL LPSM $

66100-1000 Line D1140 2 EACH $ $

Concrete Paved Waterway, Type I

Concrete Paved Waterway, Type II

Bed Course Material

Thermoplastic Pavement Markings Stripes, White

Utility Company Compensation (PREPA)

Adjustment of PREPA Facilities

Adjustment of PRASA Facilities

Water Service Connection

Utility Company Compensation (PRASA)

12" Ductile Iron Pipe

Reflective Raised Pavement Markings (one way clear)

Kilometer Marker

Grouted Riprap, Class II

Filter Blanket, Type B

Furnishing and placing loamy topsoil

Sodding

12" Gate Valve

Maintenance of Traffic

Project Funding Sign

B-13

Project No: PR ER DOT PRMNT RPR(25)

Name: Landslide Repairs in the West Region C1

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

91300-4000 Line D1160 3 EACH $ $

93400-8000 Line D1180 35 M3 $ $

93501-0000 Line D1200 2 EACH $ $

Removal of Existing Traffic Signs

Structural Concrete, Class V (General Use)

Locate Utility, Test Pit

B-14

BID SUMMARY

Project PR ER DOT PRMNT RPR(25)

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

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

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

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

Total Price of Project (for evaluation purposes only)

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

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

If the Government awards the contract as Schedules A + B + C + D, the performance period to complete all contract work will be 1,365 calendar days.

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

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 895 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period of the contract will not be extended and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

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

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

PROYECTOS PUBLICOS Y PRIVADOS Complejo Industrial Víctor Rojas 2, Calle B Bloque 36 Arecibo PR / P.O. Box 475 Arecibo

PR 00612

787-879-7202 / 787-879-7204 Ext. 1312 / 1316 / 1311

29 de mayo de 2025

Sr. Norberto Almodóvar Vélez Secretario Auxiliar Interino Oficina de Gerencia de Permisos (OGPe)

PO BOX 41179

San Juan, Puerto Rico 00940-1179

Estimado Sr. Almodóvar:

AAA-RN-24-59-0010 QUEBRADILLAS-REP. DESLIZAMIENTO PR-453 KM 12.7 (ER-HWY-369)

PROP. AUTORIDAD DE CARRETERAS Y TRANSPORTACIÓN (ACT)

PR-453, KM. 12.7, BO. GUAJATACA

0 UNIDADES EQUIVALENTES

OGPE: 2023-529537-SRI-309444

(APROBACIÓN DE PLANOS)

Deseamos informarle que los planos para la instalación del sistema de acueductos, sometidos por el Ing. Roberto L. Rexach Cintrón (Lic. 7481), han sido aprobados por esta Autoridad, sujeto a las condiciones aplicables cuyos números de orden aparecen en el pliego adjunto, los cuales se indican a continuación: De acuerdo al memorial explicativo y a la información provista en las recomendaciones el proyecto propuesto consiste de evaluar y reparar deslizamientos y reconstrucción de la carretera PR-453 KM 12.7 en Quebradillas.

Sistema de Distribución de Agua

Regirán las Condiciones Núms. 2,3,4,5,6,7, 29 y 30 del pliego adjunto. Además, regirán las siguientes condiciones: Se instalarán 87 permanente.

1. Las acometidas para el servicio de agua serán de N/A pulgadas de diámetro y se localizara (n) según se indica en los planos aprobados.

Las conexiones o interconexiones serán (2 2 permanentes), realizadas por la AAA y pagadas por el dueño. No incluye excavación ni seguros, los cuales serán responsabilidad del dueño del proyecto. Estas conexiones e interconexiones principal/es del proyecto, está/n condicionada/s a que se satisfaga en su totalidad los costos envueltos en el proyecto.

AAA-RN-24-59-0010 QUEBRADILLAS-REP. DESLIZAMIENTO PR-453 KM 12.7 (ER-HWY-369)

PROP. AUTORIDAD DE CARRETERAS Y TRANSPORTACIÓN (ACT)

PR-453, KM. 12.7, BO. GUAJATACA

0 UNIDADES EQUIVALENTES

OGPE: 2023-529537-SRI-309444

29 DE MAYO DE 2025

Pág. 2 de 8

2. El dueño del proyecto deberá pagar por el costo de esterilización de las cañerías a ser instaladas en el proyecto de 87 mts, metros lineales de largo. Para su conveniencia pueden hacer uso de un laboratorio privado para realizar la desinfección, deberá presentar solicitud formal a esta Autoridad para la aprobación y comentarios.

Sistema de Alcantarillado Sanitario

Regirán las Condiciones Núms. N/A del pliego adjunto. Además, regirán las siguientes condiciones:

En este proyecto no se identificó tuberías de alcantarillado sanitario que fuesen a ser impactadas por las obras de reparación, sin embargo, le aplican las condiciones de la carta de Recomendaciones original en caso de que surja infraestructura en dicha área no identificada anteriormente.

Condiciones Generales

Regirán las condiciones Núms. 1, 2,3,4,5 ,11 y 12 del pliego adjunto y todas las condiciones adicionales indicados en el

Exhibit "A" Condiciones Adicionales:

Vigencia & Disposiciones Generales

1. El dueño del proyecto, el ingeniero que certificó los planos para la instalación de los sistemas de acueducto y alcantarillado sanitario, el inspector designado

Reglamento de adoptado por esta Autoridad de acuerdo con la Ley número 7 del 19 de julio de 1985.

Este sistema de certificación de planos ha de descansar en la responsabilidad profesional que se le ha conferido al ingeniero o arquitecto colegiado al otorgársele una licencia profesional para garantizar la buena calidad de sus diseños al cumplir con los reglamentos, normas y patrones que rigen en la AAA, la Junta de Planificación y la Oficina de Gerencia de Permisos (OGPe). A esos efectos, el diseñador de las instalaciones a ser aprobadas en esta carta será responsable de corregir cualquier situación que a juicio de la Autoridad represente un detrimento a los sistemas de servicio.

2. Se resalta el hecho, que la aprobación de este plano por la Autoridad de Acueductos y Alcantarillados, en ninguna manera releva de responsabilidad al diseñador del mismo, conforme a la Ley 7 del 19 de julio de 1985.

PR-453, KM. 12.7, BO. GUAJATACA

0 UNIDADES EQUIVALENTES

OGPE: 2023-529537-SRI-309444

29 DE MAYO DE 2025

Pág. 3 de 8

3. La aprobación de este plano se realiza de acuerdo al Reglamento para la Certificación de Planos de Construcción de la AAA y está sujeto a los procedimientos fiscalizadores establecidos en la Sección 10 del mismo.

4. Una vez se inactive este proyecto por más de dos años, la aprobación del mismo quedará sin efecto. La inactividad del proyecto se refiere a que no se reflejen acciones en el expediente de trabajo de la AAA.

5. Las cartas de recomendaciones vigentes y las condiciones indicadas en las mismas serán parte de la aprobación de este proyecto. Los dueños del proyecto serán responsables de cumplir con estas condiciones y cualquier omisión nuestra, en esta aprobación, no los releva de realizarlas. Para todos los efectos, se considerarán como incluidas en esta aprobación.

6. La Autoridad de Acueductos y Alcantarillados se reserva el derecho de requerir cualquier obra de mejora pertinente que por omisión involuntaria no se haya incluido en el proyecto y que, a su juicio, sea necesaria para el funcionamiento adecuado de los sistemas de distribución de agua y/o alcantarillado sanitario propuestos.

7. Todas las bocas de incendio del proyecto deberán ser del tipo Puerto Rico y se les proveerá un sistema anti-hurto para evitar el uso clandestino de las mismas.

Las bocas de incendio deberán ser protegidas contra accidentes o impactos mediante la instalació rellenos de cemento.

8. Todas las conexiones o servicios (temporeros o permanentes) se solicitarán a la Oficina de Proyectos Públicos y Privados.

9. Los pagos de los cargos por conexión, cargos especiales por agua de construcción, los cargos de desinfección de cañerías y cualquier otro cargo aplicable, se harán en las Oficinas Comerciales correspondientes. Las facturas relacionadas a dichos cargos serán emitidas por la oficina de Proyectos Públicos y Privados. La factura deberá ser cumplimentada por el cajero y deberá ser como evidencia de pago copia del recibo emitido por la Oficina Comercial.

Servicios temporeros durante la construcción

10. El método de provisión de agua de construcción deberá ser aprobado por la Oficina de Proyectos Públicos y Privados antes de iniciar la construcción del proyecto.

PR-453, KM. 12.7, BO. GUAJATACA

0 UNIDADES EQUIVALENTES

OGPE: 2023-529537-SRI-309444

29 DE MAYO DE 2025

Pág. 4 de 8

Resaltamos que cualquier persona que hiciera uso del servicio de agua o alcantarillado sin que medie un servicio registrado con la Autoridad, será responsable del pago de los servicios utilizados, del cumplimiento con las normas o reglamentos aplicables y las disposiciones del Código sobre Tomas o Descargas Clandestinas, Hurto de Agua, Manipulación de Contadores u otros Accesorios Propiedad de la Autoridad de Acueductos y Alcantarillados.

11. Para la provisión de estos servicios, siempre prevalecerá el método de lectura sobre cualquier método donde el consumo tenga que ser estimado.

12. La(s) acometida(s) temporera(s) para agua durante el proceso de agua de construcción deberán ser solicitadas formalmente a la Oficina de Proyectos Públicos y Privados (PPP), antes de iniciar las obras de construcción del proyecto.

La Oficina de PPP emitirá la factura relacionada al trabajo de conexión de dicha acometida, así como la autorización de conexión, y la autorización para registrar temporeramente el servicio solicitado a nombre del contratista.

13. Deberá solicitar un servicio aparte para las oficinas temporeras del proyecto.

14. Proyectos que, por su configuración, no puedan suministrar el agua de construcción con un método de lectura, estarán sujetos al pago por unidad establecido para dichos fines al momento de que se emita el endoso final para permiso de uso. Destacamos que el método de provisión de agua de construcción deberá ser aprobado por la Oficina de Proyectos Públicos y Privados antes de iniciar la construcción del proyecto

Inspección de Obras

15. Se deberá informar por escrito a esta Autoridad, el Inicio de la Construcción de las obras para poder verificar los materiales y manejo de la tubería a instalarse.

16. Al informar el Inicio de Construcción se deberá incluir copia del Permiso de Construcción (PCO) o Permiso de Urbanización (PCU) emitido por la Oficina de Gerencia de Permisos (OGPE) o la Oficina de Permisos del Municipio Autónomo (Jerarquía I a V), según aplique.

17. Se deberá solicitar en la Oficina de PPP correspondiente, una reunión pre-comienzo, a la cual deberá asistir el inspector designado por el dueño, y el representante del dueño. Lo antes descrito, debe preceder a la solicitud de la primera inspección del proyecto.

PR-453, KM. 12.7, BO. GUAJATACA

0 UNIDADES EQUIVALENTES

OGPE: 2023-529537-SRI-309444

29 DE MAYO DE 2025

Pág. 5 de 8

18. Deberá someter a las Oficinas de Proyectos Públicos y Privados dos (2) copias a color (sello de la AAA incluido) en tamaño

; antes del inicio de construcción del proyecto; estas copias serán para el uso de la AAA.

19. El desarrollador deberá entregar un desglose de los largos de tubería instalados en el proyecto para los sistemas de agua y alcantarillados. En adición proveerá una lista de todas las bocas de incendio dentro del proyecto con su localización exacta y un estimado de las obras hidráulicas. Esto será un requisito para poder emitir la carta de Aceptación Final.

20. El inspector designado en la forma de AAA-881 será responsable de cumplir con

Reglamento para la Certificación de Planos de la AAA. Si luego de emitido este formulario AAA-881, cambia el inspector designado se deberá someter un memorial explicativo con un nuevo formulario actualizado del inspector designado.

21. Las solicitudes para inspección deberán realizarse por escrito en la Oficina de PPP correspondiente y deberán ser precedidas por el informe del inspector designado por el dueño. Los informes de inspección deben detallar los elementos o pruebas realizadas, así como el resultado de las mismas.

En el caso de pruebas se debe describir el método utilizado para realizar la misma. Así mismo, se deben incluir fotografías de los elementos inspeccionados.

22. Deberá proveerse una excavación en todas las acometidas para verificar la profundidad de las tuberías y tipo de material antes de pavimentar la calle de acceso y del proyecto.

23. El inspector designado deberá estar presente en las inspecciones.

24. Las excavaciones de un proyecto que se realicen en las áreas donde haya infraestructura existente deberán ser coordinadas a través en de la oficina de Coordinación de Excavaciones adscrita a la Comisión de Servicio Público.

Cambios al Plano Aprobado

25. Se deberá presentar un plano revisado donde se indique cualquier cambio de los sistemas de agua y sanitario. Estos cambios al plano aprobado inicialmente deberán ser aprobados antes de proceder con los mismos. Toda solicitud para enmienda de un plano aprobado deberá incluir: un memorial explicativo detallado discutiendo los cambios, los formularios AAA-1294 (Certificación del Diseñador) y AAA-972 (Solicitud de aprobación de planos de construcción).

PR-453, KM. 12.7, BO. GUAJATACA

0 UNIDADES EQUIVALENTES

OGPE: 2023-529537-SRI-309444

29 DE MAYO DE 2025

Pág. 6 de 8

26. Cualquier cambio/enmienda al plano originalmente aprobado deberá ser presentado a través de una petición de servicio para tales fines a través de la Oficina de Gerencia de Permisos (OGPe).

Otros

27. Aquellos proyectos que vayan a tener un sistema privado alterno de abasto de agua (por ejemplo, sistema de recolección de aguas de lluvia, pozo, etc.)

deberán solicitar autorización de esta Autoridad y presentar planos para aprobación. En relación a estos sistemas resaltamos que:

a. Dichas aguas no podrán ser mezcladas con las aguas del sistema de agua potable, servida por la AAA.

b. Se deberá proveer un mecanismo para que esta Autoridad pueda facturar por la porción de esta agua, que se vaya a disponer en el sistema de alcantarillado sanitario de la AAA.

28. En aquellos proyectos que requieran de una estación de bombas para descargar al sistema de alcantarillado sanitario de la AAA, la emisión de endosos para permiso de uso estará condicionada, entre otras cosas, a que dicha instalación cuente con planos aprobados por esta Autoridad, y haya pasado por el proceso de inspección que valide que se encuentra funcional y operable en modo automático, es decir:(1) que la subestación eléctrica esté energizada; (2) que haya instalado y operando un generador de emergencia con sistema de transferencia automática;(3) que haya instalado y operando un sistema de control automático para el encendido y apagado de las bombas, y

(4) que las bombas tengan un rendimiento GPM adecuado para la descarga que manejan, garantizando el cumplimiento con la velocidad requerida para que no se sedimenten las líneas de bombeo.

29. Aquellos proyectos que…