B.08 W912EP23R0003_RPN CNT 2_Amendment 0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RIO PUERTO NUEVO FLOOD CONTROL PROJECT, SUPPLEMENTAL CONTRACT 2, ROOSEVELT AVENUE BRIDGE REPLACEMENT, SAN JUAN

PUERTO RICO

1. See SF30 Continuation Sheet for Amendement Details.

2. The Proposal Due Date of January 12, 2024 at 2:00pm EST remains the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP23R0003

X 9B. DATED (SEE ITEM 11)

31-Aug-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 Items 8 and 15, and returning 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22-Nov-2023

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF-30 CONTINUATION SHEET

Rio Puerto Nuevo Flood Control Project, Supplemental Contract 2, Roosevelt Avenue Bridge Replacement, San Juan, Puerto Rico

W912EP23R0003 1 Amendment 0004

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by green font and underlined text and deletions noted by red font and line/cross-outs and pertain only to changes made by this amendment.

The entire section is replaced if there is any change. The Section Table of Contents and Line Items and Pricing Schedule are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Volume 1 Specifications:

DELETE Standard Form 1442 and REPLACE with the attached revised Standard Form 1442.

DELETE Section 00010A, Attachment A - Instructions For Technical Inquiries And Questions and REPLACE with the attached revised Section 00010A, Attachment A - Instructions For Technical Inquiries And Questions.

DELETE Line Items and Pricing Schedule and REPLACE with the attached revised Line Items and Pricing Schedule.

Changes to Volume 2 Specifications:

DELETE 01 22 00 MEASUREMENT AND PAYMENT section and REPLACE with the attached Section 01 22 00 MEASUREMENT AND PAYMENT.

2. DRAWINGS:

No changes to the Drawings.

(End of Summary of Changes)

RIO PUERTO NUEVO FLOOD CONTROL PROJECT, SUPPLEMENTAL CONTRACT 2, ROOSEVELT AVENUE BRIDGE REPLACEMENT, SAN JUAN, PUERTO RICO

DESCRIPTION: REFER TO SECTION 01 11 00 FOR COMPLETE PROJECT DESCRIPTION

DRAWINGS: SEE DFARS CLAUSE 252.236-7001, SECTION 00700.

MAGNITUDE OF CONSTRUCTION IS BETWEEN $25,000,000 - $100,000,000.00.

THIS SOLICITATION IS UNRESTRICTED. THE NAICS CODE FOR THIS PROJECT IS 237990 AND THE SMALL BUSINESS SIZE STANDARD IS $45 MILLION. YOU MUST BE REGISTERED IN THE SYSTEM FOR AWARD MANAGEMENT (WWW.SAM.GOV) TO RECEIVE AN AWARD FROM THIS SOLICITATION.

IN ACCORDANCE WITH (IAW) FAR CLAUSE 52.236-27, AN ORGANIZED SITE VISIT HAS BEEN SCHEDULED. SEE FAR 52.236-27, ALT I IN SECTION 00100 FOR

DETAILS.

OFFERORS ARE NOTIFIED THAT REAL ESTATE IS NOT CURRENTLY CLEARED FOR CONSTRUCTION BUT WILL BE BEFORE PROPOSALS ARE DUE. ONCE REAL STATE CERTIFICATION IS OBTAINED OFFERORS WILL BE NOTIFIED AT LEAST 10 DAYS BEFORE PROPOSALS ARE DUE.

FUNDS ARE NOT PRESENTLY AVAILABLE FOR THIS ACQUISITION. NO CONTRACT AWARD WILL BE MADE UNTIL APPROPRIATED FUNDS ARE MADE

AVAILABLE.

**SEE BLOCK 11 - SEE SECTION 00700, FAR CLAUSE 52. 211-10 FOR PERIOD OF PERFORMANCE.

**PROPOSAL MUST BE SUBMITTED ELECTRONICALLY. SEE SECTION 00100A, PROPOSAL REQUIREMENTS AND SUBMISSION FORMAT, AND PARAGRAPH

ELECTRONICA PROPOSALS IN SECTION 00800 FOR DETAILED INSTRUCTIONS.

A PRE-PROPOSAL CONFERENCE WILL BE HELD ON SEPTEMBER 19, 2023 AT 1:00 PM, AST. FOR ATTENDANCE, UTILIZE THE LINK AND CALL-IN, https:// usace1.webex.com/meet/anelis.i.nazario-castillo; AUDIO TELECONFERENCE: 1-844-800-2712 (US TOLL FREE), 1-669-234-1177 (US TOLL); ACCESS CODE: 1999 39 5620. FOR IN-PERSON ATTENDANCE, CONTACT JORGE L. AYALA BURGOS AT 787-370-4485 ON OR BEFORE SEPTEMBER 15, 2023 AT 2:00 PM, AST.

ANELIS I NAZARIO CASTILLO 904-232-3285

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

31-Aug-2023

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______60 calendar days and complete it w ithin ________1661 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________**SECTION00700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than__90___ calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912EP23R0003 84

local time __________________ (date).If this is a sealed bid solicitation, offers must be publicly opened at that time.

12 Jan 2024 k3ctcain Cross-Out k3ctcain Cross-Out

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) October 30, December 1, 2023 at 5:00 PM, EST.

To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

All timely questions and approved answers will be made available through ProjNet.

The Solicitation Number is: W912EP23R0003

The Bidder Inquiry Key is: J6A8PM-VBX2RV

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

W912EP23R0003

Amendment 0004 k3ctcain Cross-Out

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0001 Mobilization and Demobilization 1 Job $

Erosion and Sediment Control and Turbidity Monitoring 1 Job

0003 Environmental Species Monitoring 1 Job $

0004 Vibration Control and Monitoring 1 Job $

0005 Contracting Officer's Field Office (Fixed Costs) 1 Job $

0006 Contracting Officer's Field Office (Recurring Costs) 57 Month $ $

0007 Partnering Regroups (Estimated Quanitity, Note 2) 10 Each $ $

0008 As-Built Drawings & Close Out Submittals 1 Job $

0009 Clearing and Grubbing (Estimated Quanitity, Note 2) 1.75 Acre $ $

0010 Demolition 1 Job $

Temporary Bypass Sheet Pile (Estimated Quanitity, Note 2) 48,329 Square Feet $ $

Temporary Transverse Sheet Pile C1 and C2 (Estimated Quanitity, Note 2) 19,275 Square Feet $ $

0013 Transition Sheet Piles (Estimated Quanitity, Note 2) 19,372 Square Feet $ $

0014 Tie-Rod Anchors 1 Job $

0015 Steel H-Piling (Estimated Quanitity, Note 2) 486 Vertical Linear Foot $ $

0016 Demonstration Wall 1 Job $

0017 Drilled Shaft Axial Load Test 1 Job $

0018 Drilled Shaft - Type 5B (Estimated Quanitity, Note 2) 8,160 Vertical Linear Foot $ $

0019 Drilled Shaft - Type 6B (Estimated Quanitity, Note 2) 2,751 Vertical Linear Foot $ $

0020 Drilled Shaft - Type 6C (Estimated Quanitity, Note 2) 7,084 Vertical Linear Foot $ $

0021 Drilled Shaft Cap Beam 1 Job $

0022 Jet Grout Seals (Estimated Quanitity, Note 2) 2,698 Vertical Linear Foot $ $

0023 Jet Grouting - Ground Improvement 1 Job $

0024 Wall Guardrail (Estimated Quanitity, Note 2) 403 Linear Foot $ $

0025 Wall Handrail (Estimated Quanitity, Note 2) 598 Linear Foot $ $

0026 Excavation - Channel (Estimated Quanitity, Note 2) 39,064 Cubic Yard $ $

0027 Excavation - Embankment (Estimated Quanitity, Note 2) 21,789 Cubic Yard $ $

W912EP23R0003 00010A-1 Amendment 0004

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0028 Backfill - Fill #1 (Estimated Quanitity, Note 2) 844 Cubic Yard $ $

0029 Backfill - Fill #2 (Estimated Quanitity, Note 2) 5,811 Cubic Yard $ $

Wall Groundwater Drains and Filter (Estimated Quanitity, Note 2) 1,001 Linear Foot $ $

Permanent Bridge Abutment Groundwater Drains (Estimated Quanitity, Note 2) 214 Linear Foot $ $

0032 Finish Grading (Estimated Quanitity, Note 2) 2,728 Square Yard $ $

0033 Gabion Baskets for Bedding (Estimated Quanitity, Note 2) 2,858 Each $ $

0034 Riprap - Class VIII (Estimated Quanitity, Note 2) 2,237 Ton $ $

0035 Riprap - Class III (Estimated Quanitity, Note 2) 5,990 Ton $ $

0036 18" RCP Headwalls (Estimated Quanitity, Note 2) 2 Each $ $

0037 30" RCP Headwalls (Estimated Quanitity, Note 2) 2 Each $ $

0038 36" RCP Headwalls (Estimated Quanitity, Note 2) 3 Each $ $

0039 54" RCP Headwalls (Estimated Quanitity, Note 2) 1 Each $ $

Storm Drainage Piping - 18" RCP (Estimated Quanitity, Note 2) 318 Linear Foot $ $

Storm Drainage Piping - 30" RCP (Estimated Quanitity, Note 2) 59 Linear Foot $ $

Storm Drainage Piping - 36" RCP (Estimated Quanitity, Note 2) 115 Linear Foot $ $

Storm Drainage Piping - 54" RCP (Estimated Quanitity, Note 2) 53 Linear Foot $ $

0044 Drop Inlets (Estimated Quanitity, Note 2) 7 Each $ $

0045 Storm Drainage Manholes (Estimated Quanitity, Note 2) 11 Each $ $

0046 Stormwater Bypass 1 Job $

0047 Procure, Install, and Remove Detour Bridge 1 Job $

0048 Detour Bridge Roadway Approaches 1 Job $

0049 Detour Bridge Abutment Caps 1 Job $

0050 Drilled Shaft - Middle Pier (Estimated Quanitity, Note 2) 463 Vertical Linear Foot $ $

0051 Precast Beams (Estimated Quanitity, Note 2) 30 Each $ $

0052 Middle Pier Cap (CIP) 1 Job $

0053 Bridge Slab (CIP) 1 Job $

W912EP23R0003 00010A-2 Amendment 0004

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0054 Bridge Sidewalks (CIP) (Estimated Quanitity, Note 2) 334 Square Yard $ $

0055 Single Slope Barrier (CIP) (Estimated Quanitity, Note 2) 211 Linear Foot $ $

0056 Median Barrier (Estimated Quanitity, Note 2) 211 Linear Foot $ $

0057 Sidewalk Barrier (Estimated Quanitity, Note 2) 421 Linear Foot $ $

0058 Concrete Approach Slab (Estimated Quanitity, Note 2) 446 Square Yard $ $

0059 10" DIP Waterline Relocation 1 Job $

0060 30" DIP Waterline Relocation 1 Job $

0061 Traffic Control 1 Job $

0062 Granular Subbase Course (Estimated Quanitity, Note 2) 1,079 Square Yard $ $

0063 Aggregate Base Course (Estimated Quanitity, Note 2) 4,473 Square Yard $ $

Asphaltic Concrete Pavement (Estimated Quanitity, Note

2) 2,819 Ton $ $

0065 Milling Asphalt (Estimated Quanitity, Note 2) 4,824 Square Yard $ $

0066 Lane Striping 1 Job $

0067 Permanent Access Road (Estimated Quanitity, Note 2) 657 Square Yard $ $

0068 Chain Link Fencing (Estimated Quanitity, Note 2) 448 Linear Foot $ $

0069 Ornamental Fencing (Estimated Quanitity, Note 2) 359 Linear Foot $ $

0070 Vehicular Gates (Estimated Quanitity, Note 2) 2 Each $ $

0071 Sodding (Estimated Quanitity, Note 2) 3,244 Square Yard $ $

0072 Seeding (Estimated Quanitity, Note 2) 4,358 Square Yard $ $

0073 Tree and Shrub Planting 1 Job $

0074 Restoration 1 Job $

Channel Bypass Overtopping - Dewater Equipment Standby 39 Month $ $

Channel Bypass Overtopping - Dewater Equipment Operation 48 Hour $ $

0077 Electrical Relocations (PREPA) 1 Job $

0078 PREPA Electrical Power Charges 1 Job $131,808.00**

0079 Telecommunications Relocations (AT&T/Liberty) 1 Job $

0080 Telecommunications Relocations (Claro) 1 Job $

W912EP23R0003 00010A-3 Amendment 0004

SUPPLEMENTAL CONTRACT 2: ROOSEVELT AVENUE BRIDGE REPLACEMENT

RIO PUERTO NUEVO PROJECT, PUERTO RICO

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT

0081 Telecommunications Relocations (WorldNet) 1 Job $

0082 Lighting Relocations (PRHTA) 1 Job $

0083 Bridge Lighting Charges 1 Job $160,776.00

Municipal Tax (5.5% of the Subtotal Line Items 0001 through 0083) Job $

TOTAL BASE (LINE ITEMS 0001 THROUGH 0084) $

NOTES:

(1) Proposal must price all line items. See Section 00 10 00 "Instructions to Offerors."

(2) Quantities shown are estimated; actual quantities may vary.

See Clause 52.211‐18 "Variation in Estimated Quantity" of Section 00700 contract clauses.

** Estimated cost from utility provider

W912EP23R0003 00010A-4 Amendment 0004

RIO PUERTO NUEVO PROJECT SUPPLEMENTAL CONTRACT 2

San Juan, Puerto Rico

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

01/23

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Utility Invoices

1.4.2 Mobilization and Demobilization (Line Item 0001)

1.4.3 Erosion and Sediment Control and Turbidity Monitoring (Line

Item 0002)

1.4.4 Environmental Species Monitoring (Line Item 0003)

1.4.5 Vibration Control and Monitoring (Line Item 0004)

1.4.6 Contracting Officer's Field Office (Fixed Costs) (Line Item

0005)

1.4.7 As-Built Drawings and Close-Out Submittals (Line Item 0008)

1.4.8 Demolition (Line Item 0010)

1.4.9 Tie-Rod Anchors (Line Item 0014)

1.4.10 Demonstration Wall (Line Item 0016)

1.4.11 Drilled Shaft Axial Load Test (Line Item 0017)

1.4.12 Drilled Shaft Cap Beam (Line Items 0021)

1.4.13 Jet Grouting - Ground Improvement (Line Item 0023)

1.4.14 Stormwater Bypass (Line Item 0046)

1.4.15 Procure, Install, and Remove Detour Bridge (Line Item 0047)

1.4.16 Detour Bridge Roadway Approaches (Line Item 0048)

1.4.17 Detour Bridge Abutment Caps (Line Item 0049)

1.4.18 Middle Pier Cap (Line Item 0052)

1.4.19 Bridge Slab (Line Item 0053)

1.4.20 10-inch DIP Waterline Relocation (Line Item 0059)

1.4.21 30-inch DIP Waterline Relocation (Line Item 0060)

1.4.22 Traffic Control (Line Item 0061)

1.4.23 Lane Striping (Line Item 0066)

1.4.24 Tree and Shrub Planting (Line Item 0073)

1.4.25 Restoration (Line Item 0074)

1.4.26 Electrical Relocations (PREPA) (Line Item 0077)

1.4.27 PREPA Electrical Power Charges (Line Items 0078)

1.4.28 Telecommunications Relocations (AT&T/Liberty) (Line Item 0079)

1.4.29 Telecommunications Relocations (Claro) (Line Item 0080)

1.4.30 Telecommunications Relocations (WorldNet) (Line Item 0081)

1.4.31 Lighting Relocations (PRHTA) (Line Item 0082)

1.4.32 Bridge Lighting Charges (Line Item 0083)

1.4.33 Commonwealth and Municipal Taxes (Line Item 0084)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Contracting Officer's Field Office (Recurring Costs) (Line

Item 0006)

SECTION 01 22 00 Page 1 W912EP23R0003 Amendment 0004

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Partnering Regroups (Line Item 0007)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Clearing and Grubbing (Line Item 0009)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Temporary Bypass Sheet Pile (Line Item 0011)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Temporary Transverse Sheet Pile C1 and C2 (Line Item 0012)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Transition Sheet Piles (Line Item 0013)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Steel H-Piling (Line Item 0015)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Drilled Shaft (Line Items 0018, 0019, 0020 and 0050)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Jet Grout Seals (Line Items 0022)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Wall Guardrail (Line Item 0024)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

1.5.11 Wall Handrail (Line Item 0025)

1.5.11.1 Payment

1.5.11.2 Measurement

1.5.11.3 Unit of Measure

1.5.12 Excavation (Line Items 0026 and 0027)

1.5.12.1 Payment

1.5.12.2 Measurement

1.5.12.3 Unit of Measure

1.5.13 Backfill (Line Items 0028 and 0029)

1.5.13.1 Payment

1.5.13.2 Measurement

1.5.13.3 Unit of Measure

1.5.14 Wall Groundwater Drains and Filter (Line Item 0030)

1.5.14.1 Payment

1.5.14.2 Measurement

1.5.14.3 Unit of Measure

1.5.15 Permanent Bridge Abutment Groundwater Drains (Line Item 0031)

1.5.15.1 Payment

1.5.15.2 Measurement

1.5.15.3 Unit of Measure

SECTION 01 22 00 Page 2

1.5.16 Finish Grading (Line Item 0032)

1.5.16.1 Payment

1.5.16.2 Measurement

1.5.16.3 Unit of Measuree

1.5.17 Gabion Baskets for Bedding (Line Item 0033)

1.5.17.1 Payment

1.5.17.2 Measurement

1.5.17.3 Unit of Measure

1.5.18 Riprap (Line Items 0034 and 0035)

1.5.18.1 Payment

1.5.18.2 Measurement

1.5.18.3 Unit of Measure

1.5.19 Storm Drainage Headwalls (Line Items 0036, 0037, 0038, and

0039)

1.5.19.1 Payment

1.5.19.2 Measurement

1.5.19.3 Unit of Measure

1.5.20 Storm Drainage Piping (Line Items 0040, 0041, 0042, and 0043)

1.5.20.1 Payment

1.5.20.2 Measurement

1.5.20.3 Unit of Measure

1.5.21 Storm Drainage Structures (Line Items 0044 and 0045)

1.5.21.1 Payment

1.5.21.2 Measurement

1.5.21.3 Unit of Measure

1.5.22 Precast Beams (Line Item 0051)

1.5.22.1 Payment

1.5.22.2 Measurement

1.5.22.3 Unit of Measure

1.5.23 Bridge Sidewalks (CIP) (Line Item 0054)

1.5.23.1 Payment

1.5.23.2 Measurement

1.5.23.3 Unit of Measure

1.5.24 Concrete Barrier (Line Items 0055 and 0056)

1.5.24.1 Payment

1.5.24.2 Measurement

1.5.24.3 Unit of Measure

1.5.25 Sidewalk Barrier (Line Item 0057)

1.5.25.1 Payment

1.5.25.2 Measurement

1.5.25.3 Unit of Measure

1.5.26 Concrete Approach Slab (Line Item 0058)

1.5.26.1 Payment

1.5.26.2 Measurement

1.5.26.3 Unit of Measure

1.5.27 Granular Subbase Course (Line Item 0062)

1.5.27.1 Payment

1.5.27.2 Measurement

1.5.27.3 Unit of Measure

1.5.28 Aggregate Base Course (Line Item 0063)

1.5.28.1 Payment

1.5.28.2 Measurement

1.5.28.3 Unit of Measure

1.5.29 Asphaltic Concrete Pavement(Line Item 0064)

1.5.29.1 Payment

1.5.29.2 Measurement

1.5.29.3 Unit of Measure

1.5.30 Milling Asphalt (Line Item 0065)

1.5.30.1 Payment

SECTION 01 22 00 Page 3

1.5.30.2 Measurement

1.5.30.3 Unit of Measure

1.5.31 Permanent Access Road (Line Item 0067)

1.5.31.1 Payment

1.5.31.2 Measurement

1.5.31.3 Unit of Measuree

1.5.32 Chain Link Fencing (Line Item 0068)

1.5.32.1 Payment

1.5.32.2 Measurement

1.5.32.3 Unit of Measure

1.5.33 Ornamental Fencing (Line Item 0069)

1.5.33.1 Payment

1.5.33.2 Measurement

1.5.33.3 Unit of Measure

1.5.34 Vehicular Gates (Line Item 0070)

1.5.34.1 Payment

1.5.34.2 Measurement

1.5.34.3 Unit of Measure

1.5.35 Sodding (Line Item 0071)

1.5.35.1 Payment

1.5.35.2 Measurement

1.5.35.3 Unit of Measure

1.5.36 Seeding (Line Item 0072)

1.5.36.1 Payment

1.5.36.2 Measurement

1.5.36.3 Unit of Measure

1.5.37 Channel Bypass Overtopping - Dewatering Equipment Standby

(Line Item 0075)

1.5.37.1 Payment

1.5.37.2 Measurement

1.5.37.3 Unit of Measure

1.5.38 Channel Bypass Overtopping - Dewatering Equipment Operation

(Line Item 0076)

1.5.38.1 Payment

1.5.38.2 Measurement

1.5.38.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 4

SECTION 01 22 00

MEASUREMENT AND PAYMENT

01/23

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

The terms Contract Line Item Number (CLIN) and Line Item are interchangeable herein (e.g.,: CLIN 0001 is Line Item 0001). The term CLIN is a contracting term used in the Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Utility Invoices

SECTION 01 22 00 Page 5

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit JOB and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, will be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Utility Invoices

Submit invoices from the utility company indicating payment for services covered in Line Items 007 98, 0081, and 0083 , and 0085 . Payment under this line item will not be made prior to submission of valid invoices to the Government. The Contractor will be reimbursed for costs indicated on these invoices only.

1.4.2 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization for all activities associated with the project and establishment of initial project management, initial partnering meeting, and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.3 Erosion and Sediment Control and Turbidity Monitoring (Line Item 0002)

Payment will be made for costs associated with or incidental to installing and maintenance of erosion and sediment controls for construction and obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.4 Environmental Species Monitoring (Line Item 0003)

Payment will be made for costs associated with Environmental Species Monitoring as specified in Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.5 Vibration Control and Monitoring (Line Item 0004)

Payment will be made for costs associated with and incidental to the

SECTION 01 22 00 Page 6 protection of existing structures from construction activities and monitoring. See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.4.6 Contracting Officer's Field Office (Fixed Costs) (Line Item 0005)

Payment will be made for costs associated with or incidental to furnish, deliver, construct and any utility connection required to establish the Contracting Officer's field office as specified in 01 52 10 CONTRACTING

OFFICER'S FIELD OFFICE.

1.4.7 As-Built Drawings and Close-Out Submittals (Line Item 0008)

Payment will be made for costs associated with or incidental to preparing as-built drawings and closeout submittals including costs to perform and report the bridge load rating analysis. See Section 01 78 02 CLOSEOUT

SUBMITTALS.

1.4.8 Demolition (Line Item 0010)

Payment will be made for costs associated with or incidental to demolition, permanent removal, hauling, and offsite disposal of existing features as identified on the contract drawings. Demolition costs related to removal the FDR bridge shall also be included herein. See Section

02 41 00 DEMOLITION.

1.4.9 Tie-Rod Anchors (Line Item 0014)

Payment will be made for costs associated with or incidental to the installation and removal of the tie-rod anchors and at both the east and west abutments of the Eastbound FDR Bridge structure. See section 31 41 16

METAL SHEET PILING.

1.4.10 Demonstration Wall (Line Item 0016)

Payment will be made for costs associated with or incidental to placement of three demonstration wall drilled shafts, including a correlation boring, drilling and placement of temporary casing and slurry, removal of material and testing of slurry, placement of steel reinforcement cage, placement of concrete and removal of temporary casing, installation of the cap beam, installation of required jet grout seals, installation of wall drainage material, and final testing and acceptance and demolition to required elevation after acceptance in accordance with Section 31 63 29

DRILLED CONCRETE PIERS AND SHAFTS.

1.4.11 Drilled Shaft Axial Load Test (Line Item 0017)

Payment will be made for costs associated with or incidental to placement of the drilled shaft number 4, including drilling and placement of temporary casing and slurry, removal of material and testing of slurry, placement of steel reinforcement cage, placement of concrete and removal of temporary casing, and final testing and acceptance, and demolition to required elevation after acceptance, as well as, cost associated for performing, reporting, and coordinating the bi-directional axial compression test in accordance with Section 31 63 29 DRILLED CONCRETE

PIERS AND SHAFTS.

SECTION 01 22 00 Page 7

1.4.12 Drilled Shaft Cap Beam (Line Items 0021)

Payment will be made for costs associated with or incidental to placement of the cap beam including formwork, preformed joint filler, steel reinforcing, dowels, concrete, finishing, and curing. See Sections 03 11 13

STRUCTURAL CAST-IN-PLACE CONCRETE FORMING, 03 20 00 CONCRETE REINFORCING,

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS, 03 35 00

CONCRETE FINISHING, AND 03 39 00 CONCRETE CURING.

1.4.13 Jet Grouting - Ground Improvement (Line Item 0023)

Payment will be made for costs associated with or incidental to the installation of the required jet grout columns for ground improvement including, but not limited to, plant, tools, material, and equipment to the locations and depths shown on the plans. The costs for core sampling, testing, logging, reporting, and Contractor quality control procedures shall be incidental. See section 31 32 23 JET GROUTING.

1.4.14 Stormwater Bypass (Line Item 0046)

Payment will be made for costs associated with or incidental to establishing and maintaining the required stormwater bypass at existing outfalls while construction of the new outfall is being performed. This includes, but is not limited to, temporary piping, installation and removal of temporary blockouts, and pipe stubs and temporary flap gate at channel bypass sheet piling. See contract drawing CU507 for stormwater bypass requirements and sequencing.

1.4.15 Procure, Install, and Remove Detour Bridge (Line Item 0047)

Payment will be made for costs associated with or incidental to procure, design, furnish, deliver, install, and remove a detour bridge crossing the channel including lighting post support bases and facilities to carry temporary utilities. The detour bridge structure will become the property of the Contractor upon removal from the site. See section 01 53 13 DETOUR BRIDGE for performance requirements.

1.4.16 Detour Bridge Roadway Approaches (Line Item 0048)

Payment will be made for costs associated with or incidental to the construction of the east and west approaches required to relocate traffic onto the Detour Bridge Structure from the existing roadway. This will include the required excavation, compaction, aggregate base, and asphalt pavement layers, as well as, temporary pedestrian sidewalks.

1.4.17 Detour Bridge Abutment Caps (Line Item 0049)

Payment will be made for costs associated with or incidental to furnish and deliver materials including concrete, reinforcement, dowels, and formwork, as well as, cost for finishing and curing. Cost associated with concrete testing, inspection, reporting, and proportioning shall also be included. Payment for removal of the Detour Abutment Caps after removal and restoration of the detour bridge will be made under this item. See section 03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS.

1.4.18 Middle Pier Cap (Line Item 0052)

Payment will be made for costs associated with or incidental to placement of the cast-in-place middle pier cap formwork, preformed joint filler, SECTION 01 22 00 Page 8 steel reinforcing, dowels, concrete, finishing, and curing. See Sections

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING, 03 20 00 CONCRETE

REINFORCING, 03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS,

03 35 00 CONCRETE FINISHING, AND 03 39 00 CONCRETE CURING.

1.4.19 Bridge Slab (Line Item 0053)

Payment will be made for costs associated with or incidental to placement of the cast-in-place bridge slab including formwork, preformed joint filler, steel reinforcing, dowels, concrete, finishing, and curing. See Sections 03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING, 03 20 00

CONCRETE REINFORCING, 03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL

WORKS, 03 35 00 CONCRETE FINISHING, AND 03 39 00 CONCRETE CURING.

1.4.20 10-inch DIP Waterline Relocation (Line Item 0059)

Payment will be made for costs associated with or incidental to the removal of service and required excavation of the existing 10-inch waterline and replacement with a new 10-inch line including pipe, fittings, valves, valve box, and connection to the existing system.

1.4.21 30-inch DIP Waterline Relocation (Line Item 0060)

Payment will be made for costs associated with or incidental to the removal of service, and required excavation of the existing 30-inch waterline and replacement with a new 30-inch crossing of the channel over the new bridge including pipe, fittings, valves, valve box, supports, and connection to the existing system.

1.4.22 Traffic Control (Line Item 0061)

Payment will be made for costs associated with or incidental to traffic control including coordination with all agencies/entities having jurisdiction, signs, temporary pavement markings, and temporary concrete barriers as applicable.

1.4.23 Lane Striping (Line Item 0066)

Payment will be made for costs associated with or incidental to furnish, deliver, and install permanent lane striping on the permanent bridge and approaches. Temporary striping and markings are excluded from this item.

See Section 32 17 23 PAVEMENT MARKINGS.

1.4.24 Tree and Shrub Planting (Line Item 0073)

Payment will be made for costs associated with or incidental to furnishing, delivery, and planting trees and shrubs as shown on the Contract Drawings. This includes excavation, planting, backfill, and initial fertilization and watering. This also includes activities required for proper care of the required tree and shrubs for the duration of the Contract. See Section 32 93 00 EXTERIOR PLANTINGS.

1.4.25 Restoration (Line Item 0074)

Payment will be made for costs associated with or incidental to returning staging areas, parking areas, temporary work areas, and temporary access routes to preconstruction conditions in accordance with the Contract Drawings.

SECTION 01 22 00 Page 9

1.4.26 Electrical Relocations (PREPA) (Line Item 0077)

Payment will be made for costs associated with or incidental to all materials, equipment, and labor required to relocate electric utilities noted as USACE responsibility as shown and in accordance with Detail F1 on sheet E-002.

1.4.27 PREPA Electrical Power Charges (Line Items 0078)

Payment will include full compensation for the charges paid to PREPA by the Contractor for furnishing all materials, equipment, and labor required to remove, relocate, and install power lines in accordance with 26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS, Section 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL, Section 33 71 01 OVERHEAD DISTRIBUTION, Section 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION and detailed work as shown in the drawings. Payment will be made for actual cost incurred for utility relocation, installation, coordination, inspection, and outages. Actual cost incurred will be based on utility invoices indicated in paragraph SUBMITTALS above. Payment under these line items will not be made prior to submission of valid invoices to the Government. The Contractor will be reimbursed for costs indicated on these invoices only.

1.4.28 Telecommunications Relocations (AT&T/Liberty) (Line Item 0079)

Payment will be made for costs associated with or incidental to all materials, equipment, and labor required to relocate telecommunication utilities noted as USACE responsibility as shown and in accordance with Detail F1 on sheet E-002.

1.4.29 Telecommunications Relocations (Claro) (Line Item 0080)

Payment will be made for costs associated with or incidental to all materials, equipment, and labor required to relocate telecommunication utilities noted as USACE responsibility as shown and in accordance with Detail F1 on sheet E-002.

1.4.30 Telecommunications Relocations (WorldNet) (Line Item 0081)

Payment will be made for costs associated with or incidental to all materials, equipment, and labor required to relocate telecommunication utilities noted as USACE responsibility as shown and in accordance with Detail F1 on sheet E-002.

1.4.31 Lighting Relocations (PRHTA) (Line Item 0082)

Payment will be made for costs associated with or incidental to furnish, deliver, and install temporary bridge lighting on the temporary bridge structure and approaches. This item also includes removal of the temporary bridge lighting and approach roadway lighting after the permanent lighting is completed. See section 01 53 13 DETOUR BRIDGE for performance requirements.

Payment will also be made for costs associated with or incidental to all materials, equipment, and labor required to relocate lighting features noted as USACE responsibility as shown and in accordance with Detail F1 on sheet E-002.

SECTION 01 22 00 Page 10

1.4.32 PRHTA Bridge Lighting Charges (Line Item 0083)

Payment will include full compensation for the charges paid to PRHTA by the Contractor for furnishing all materials, equipment, and labor required to remove, relocate, and install roadway and bridge lighting in accordance with Section 26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS, Section 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL, Section 26 56 13 LIGHTING POLES AND STANDARDS and detailed work as shown in the drawings. Payment will be made for actual cost incurred for utility relocation and installation. Actual cost incurred will be based on utility invoices indicated in paragraph SUBMITTALS above. Payment under these line items will not be made prior to submission of valid invoices to the Government.

The Contractor will be reimbursed for costs indicated on these invoices only.

1.4.33 Commonwealth and Municipal Taxes (Line Item 0084)

Pursuant to San Juan Municipality local regulations, taxes may apply with each award of this contract. See Paragraph 999.229-1 in Section 00100 of this solicitation. The contract price will be adjusted to compensate the Contractor for the amount of construction taxes. No mark-ups will be allowed in this line item. The Contractor will be paid on the basis of proof of payment from the appropriate Commonwealth of Puerto Rico or Municipal authorities.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items. Break down of unit price activities into activities with varying units is not allowed.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Contracting Officer's Field Office (Recurring Costs) (Line Item 0006)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to operating and maintaining the Contracting Officer's field office including all costs for rent and provision of all services indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.1.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

SECTION 01 22 00 Page 11

1.5.1.3 Unit of Measure

Month.

1.5.2 Partnering Regroups (Line Item 0007)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to providing facilitator, venue, and associated follow-up deliverables as indicated in Section 01 30 00 ADMINISTRATIVE PROCEDURES. Partnering Regroups shall be assumed to occur every 180 days throughout the project duration.

1.5.2.2 Measurement

The basis for payment will be for each meeting completed and associated deliverables submitted.

1.5.2.3 Unit of Measure

Each.

1.5.3 Clearing and Grubbing (Line Item 0009)

1.5.3.1 Payment

Clearing and grubbing will be measured for payment based upon the actual acreage cleared and grubbed in accordance with the contract drawings and specifications.

1.5.3.2 Measurement

Clearing and Grubbing will be measured for payment by the area shown on the drawings.

1.5.3.3 Unit of Measure

Acre.

1.5.4 Temporary Bypass Sheet Pile (Line Item 0011)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to the installation, procurement, and any required design of the temporary bypass sheet piles required for working platform establishment and drilled shaft installation purposes. Costs for removal and reuse of the temporary bypass sheet piles shall also be included in this item. See Section 31 41 16

METAL SHEET PILING.

1.5.4.2 Measurement

Temporary Bypass Sheet Pile measurement will be based on design quantities; that is the length from tip elevation to top elevation times the length of temporary retaining wall; as documented in the driving records. In areas where the design tip elevation is not reached, the square footage is based upon the actual achieved tip elevation.

SECTION 01 22 00 Page 12

1.5.4.3 Unit of Measure

Square foot.

1.5.5 Temporary Transverse Sheet Pile C1 and C2 (Line Item 0012)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to the installation and removal of the transverse sheet piles immediately upstream and downstream of the Eastbound FDR Bridge structure. See section

31 41 16 METAL SHEET PILING.

1.5.5.2 Measurement

Temporary Transverse Sheet measurement will be based on design quantities, that is the length from tip elevation to top elevation times the length of temporary retaining wall, as documented in the driving records. In areas where the design tip elevation is not reached, the square footage is based upon the actual achieved tip elevation.

1.5.5.3 Unit of Measure

Square foot.

1.5.6 Transition Sheet Piles (Line Item 0013)

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to the installation of the transition sheet piles at the upstream and downstream transition of the project including coating of sheet piles. See Section 31 41 16 METAL SHEET PILING and Section 09 97 02 PAINTING: COAL TAR EPOXY.

1.5.6.2 Measurement

Transition Sheet Piles measurement will be based on design quantities;

that is the length from tip elevation to top elevation times the length of temporary retaining wall; as documented in the driving records. In areas where the design tip elevation is not reached, the square footage is based upon the actual achieved tip elevation.

1.5.6.3 Unit of Measure

Square foot.

1.5.7 Steel H-Piling (Line Item 0015)

1.5.7.1 Payment

Payment for steel H-piling, acceptable installed and measured in accordance with the above paragraph "Steel H-piling" will be made at the applicable contract unit price per linear foot for "Steel H-Piling." Price and payment shall constitute full compensation for fabricating, furnishing, handling, driving, backfilling voids, and all other work incidental to acceptably installing the steel H-piling. See Section

31 62 16 STEEL H-PILES.

SECTION 01 22 00 Page 13

1.5.7.2 Measurement

Measurement of driven steel H-piling will be by the vertical length of piling acceptably installed. The length of each pile driven will be measured to the nearest linear foot. The portion of any pile driven below the tip elevation shown on the drawings will not be measured for payment unless over-driving is directed by the Contracting Officer.

1.5.7.3 Unit of Measure

Vertical linear foot.

1.5.8 Drilled Shaft (Line Items 0018, 0019, 0020 and 0050)

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to placement of drilled shafts, including establishment of a work platform, crane matting design and placement, drilling and placement of temporary casing and slurry, removal, and disposal of excavated material including adjacent shaft concrete bulging debris and testing of slurry, placement of steel reinforcement cage, placement of concrete and removal of temporary casing, and testing and acceptance of…