B.08.03 W912EP22B0003 La Chuleta Amendment 0002.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 PROJECT, LA CHULETA DISPOSAL SITE, SAN JUAN, PUERTO RICO

1. See SF30 Continuation Sheet for Amendment Details.

2. The Bid Opening Date of May 31, 2022 at 2:00 pm, EDT, remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 25

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 W912EP22B0003

X 9B. DATED (SEE ITEM 11)

29-Apr-2022

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

20-May-2022

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 La Chuleta Disposal Site

San Juan, Puerto Rico

W912EP22B0003 1 AMENDMENT 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Text changes are in underline green lettering only and deleted text is simply removed to maintain neatness in the Line Items and Pricing Schedule. For other sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this revision. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents. New sections are added without underlines and cross-outs.

Changes to Specifications:

Volume 1 of 2 – Contract Clauses:

DELETE Line Item and Pricing Schedule 00010A and REPLACE with the attached Line Item and Pricing Schedule 00010A

Volume 2 of 2 – Technical Specifications:

DELETE Section 01 11 00 and REPLACE with the attached Section 01 11 00.

DELETE Section 01 22 00 and REPLACE with the attached Section 01 22 00.

2. DRAWINGS:

DELETE C-102 and REPLACE with the Attached Drawing C-102

DELETE C-112 and REPLACE with the Attached Drawing C-112

DELETE C-502 and REPLACE with the Attached Drawing C-502

(End of Summary of Changes)

Section 00010A

Line Item and Pricing Schedule

ITEM UNIT

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0001 1 JOB $ $

0002 1 JOB $ $

0003 1 JOB $ $

0004 1 JOB $ $

0005 1 JOB $ $

0006 1 JOB $ $

0007 1 JOB $ $

0008 1 JOB $ $

0009 1 JOB $ $

0010 1 JOB $ $

0011 1 JOB $ $

0012 120 TON $ $

0013 37 AC $ $

0014 31700 CY $ $

0015 31700 CY $ $

0016 1305 CY $ $

0017 653 CY $ $

0018 2450 LF $ $

0019 1489 LF $ $

0020 1422 LF $ $

0021 1380 SF $ $

0022 36810 SF $ $

0023 15 Month $ $

0024 1 Each $ $

0025 1 JOB $ $

Mobilization and Demobilization

Temporary Construction Facilities and Controls

Environmental Monitoring

Demolition

Maintenance of Traffic

Sedimentation and Erosion Control

Drainage Treatment System

Interior Roadways

Barge Unloading Dock

Pavement Marking & Signage

Truck Wash Facility

Excavation of Unsuitable Material (Estimated Quantity)

Clearing and Grubbing (Estimated Quantity)

Excavation (Estimated Quantity)

Fill (Estimated Quantity)

Bituminous Pavement (Estimated Quantity)

Aggregate Base (Estimated Quantity)

Security Fencing (Estimated Quantity)

Guardrail (Estimated Quantity)

Concrete Barrier (Estimated Quantity)

Segmental Concrete Block Retaining Wall (Estimated Quantity)

Turf Establishment (Estimated Quantity)

Contracting Officer Field Office (Estimated Quantity)

Partnering Regroup (Estimated Quantity)

TOTAL BASE (LINE ITEMS 0001 THROUGH 0024)

Municipal Tax (5.5% of Subtotal)

TOTAL AMOUNT BID (Bid +5.5% Taxes)

LA CHULETA DISPOSAL SITE

RIO PUERTO NUEVO

SAN JUAN, PUERTO RICO

LINE ITEM AND PRICING SCHEDULE

(1) OFFER MUST PRICE ALL LINE ITEMS. SEE SECTION 00100

"INSTRUCTIONS TO OFFERORS".

(2) QUANTITY, AREA, AND LENGTH ESTIMATES ARE FOR BIDDING

PURPOSES ONLY. ACCURATE DETERMINATIONS OF LENGTHS, AREAS

AND VOLUMES WILL BE PROCURED DURING THE AS-BUILT SURVEYING

PHASE.)

Amendment 0002W912EP22B0003

La Chuleta Disposal Site Rio Puerto Nuevo Project

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

03/20

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.9 EXISTING WORK

1.10 LOCATION OF UNDERGROUND FACILITIES

1.10.1 Notification Prior to Excavation

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.11.2 Contractor Responsibility

1.12 UNITS OF MEASURE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 W912EP22B0003 Amendment 0002

SECTION 01 11 00

SUMMARY OF WORK

03/20

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for La Chuleta Disposal Area, San Juan PR

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The La Chuleta site is a triangular 67 acre tract of land bordered by the Rio Puerto Nuevo, Martin Pena Canal and the Diego Freeway (PR22) located in San Juan, Puerto Rico 0.5 mile upstream from the San Juan Harbor. The site is approximately 5 miles west from the Luis Muñoz International Airport located in the eastern part of San Juan, Puerto Rico. The site is reduced in useable size to 36 acres by environmentally protected mangrove swamps which exist along the waterfront areas on its western and northern boundaries. Additional reductions in usable acreage occurs due to 115kV electrical transmission lines and easements which divide the property.

The site was formerly a municipal landfill which was closed in 1952. This project will prepare the site for acceptance of excavated material from Rio Puerto Nuevo Flood Damage Reduction Project sites.

The work includes the following:

a. Site exit and entrance improvements from PR22

b. Security fencing and gates

c. Aggregate surfaced interior roadways

d. A new crane pad and improved grading for access to the existing barge dock

e. Drainage/Water Quality ponds, piping and structures

f. Clearing and Grubbing

g. Grading and site preparation for fill material

h. Retaining walls

i. Entrance lighting i j . Temporary construction traffic control and signage

1.2.2 Location

The site is located in the eastern part of San Juan, Puerto Rico approximately 5.0 miles west of the Luis Muñoz International Airport along the Rio Puerto Nuevo and roughly 0.5 miles upstream from the San Juan

SECTION 01 11 00 Page 2

Harbor.

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1. The time for completion does not include establishment of grass. Grass must be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.4 Maritime Traffic

Channel Traffic in the project area consists of commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.5.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as

SECTION 01 11 00 Page 3 may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. Conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, promptly move said plant on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work, promptly remove the plant, including ranges, buoys, piles, and other marks placed under the Contract in navigable waters or on shore.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included on the drawings and in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, complete the layout of the work and obtain all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. Maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time

SECTION 01 11 00 Page 4 when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

a. The responsibility for damage to any part of the work to be performed under this Contract is set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1.

However, if the cofferdam(s) is constructed in accordance with plans and progress schedules approved by the Contracting Officer, but is overtopped by flood and such flood causes damage to the cofferdam or if any part of the permanent work is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precaution or to exercise sound engineering and construction practices in the conduct of the work, make the repairs ordered by the Contracting Officer. Compensation will be made for any such repairs in accordance with the Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1. The equitable adjustment is be based on the contract unit or job prices applicable to any part of the damaged work.

b. The Contracting Officer may order the Contractor to flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. Such flooding or breach will be considered the same as though the cofferdam, if constructed in accordance with plans and progress schedules approved by the Contracting Officer, had been overtopped, in which event an equitable adjustment will be made for damages to the cofferdam and/or any part of the permanent work, as provided in subparagraph a. above.

1.9 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

SECTION 01 11 00 Page 5

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.10 LOCATION OF UNDERGROUND FACILITIES

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be traversed by piping, ducts, and other work to be installed.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact Departmento de Transportatcion y Obras Publicas (DTOP) 15 days prior to excavating. Contractor is responsible for marking all utilities not marked by DTOP.

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.11.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Include the

SECTION 01 11 00 Page 6 number of actual adverse weather delay days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.12 UNITS OF MEASURE

The standard U.S. system of measure will be utilized by the Contractor in the performance of work. Clearly denote which system of measure is being utilized, referenced or discussed on all survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings. Any omission or inaccurate use of a unit of measure will not relieve the Contractor of their responsibilities under the Contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote both standard U.S.

system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S.

system.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/21

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

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 Mobilization and Demobilization (Line Item 0001)

1.4.2 Temporary Construction Facilities and Controls (Line Item 0002)

1.4.3 Environmental Monitoring (Line Item 0003)

1.4.4 Demolition (Line Item 0004)

1.4.5 Maintenance of Traffic (Line Item 005)

1.4.6 Sediment and Erosion Control (Line Item 0006)

1.4.7 Drainage Treatment System (Line Item 0007)

1.4.8 Interior Roadways (Line Item 0008)

1.4.9 Barge Unloading Dock (Line Item 0009)

1.4.10 Pavement Marking and Signage (Line Item 0010)

1.4.11 Truck Wash Facility (Line Item 0011)

1.4.12 Municipal Tax (Line Item 0025)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation of Unsuitable Material (Line Item 0012)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Clearing and Grubbing (Line Item 0013)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Excavation (Line Item 0014)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Fill (Line Item 0015)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Bituminous Pavement (Line Item 0016)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Aggregate Base (Line Item 0017)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

SECTION 01 22 00 Page 1

1.5.7 Security Fencing (Line Item 0018)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Guardrail (Line Item 0019)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Concrete Barrier (Line Item 0020)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Segmental Concrete Block Retaining Wall (Line Item 0021)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

1.5.11 Turf Establishment (Line Item 0022)

1.5.11.1 Payment

1.5.11.2 Measurement

1.5.11.3 Unit of Measure

1.5.12 Contracting Officer Field Office (Line Item 0023)

1.5.12.1 Payment

1.5.12.2 Measurement

1.5.12.3 Unit of Measure

1.5.13 Partnering Regroup (Line Item 0024)

1.5.13.1 Payment

1.5.13.2 Measurement

1.5.13.3 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 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

07/21

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.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying

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

SECTION 01 22 00 Page 3 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

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, shall be included in the listed job item most closely associated with the work involved. The job 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 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 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.

1.4.2 Temporary Construction Facilities and Controls (Line Item 0002)

Payment will be made for the costs associated with or incidental to the work associated with, but not limited to, providing, maintaining, and removing all temporary utilities, signs, parking, access roads, haul roads, barricades, waste storage, fuel storage, fencing and other temporary facilities and services in accordance with the contract documents. See Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

1.4.3 Environmental Monitoring (Line Item 0003)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of environmental monitoring in accordance with the contract documents. See Section 01 57 20

SECTION 01 22 00 Page 4

ENVIRONMENTAL PROTECTION.

1.4.4 Demolition (Line Item 0004)

Payment will be made for costs associated with or incidental to removal and disposal of guard rails, debris, piping, fencing, concrete slabs, concrete pavement, asphalt pavement, curbs, and miscellaneous structures in accordance with the contract drawing and specifications. See Section

02 41 00 DEMOLITION.

1.4.5 Maintenance of Traffic (Line Item 005)

Payment will be made for costs associated with or incidental to maintenance of traffic required for all construction operations. This includes, but is not limited to, the work and materials to install, inspect, repair, replace, and remove of all maintenance of traffic controls in accordance with the contract documents. See Section 01 55 26

TRAFFIC CONTROL.

1.4.6 Sediment and Erosion Control (Line Item 0006)

Payment will be made for costs associated with or incidental to control of sediments and preventing erosion within the construction area. This includes, but is not limited to, the work and materials to install, inspect, repair, replace, remove, and dispose all sediment and erosion controls in accordance with the contract documents. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.4.7 Drainage Treatment System (Line Item 0007)

Payment will be made for costs associated with or incidental to construction of the drainage treatment system in accordance with the contract drawings and specifications. This includes but is not limited to ponds, culverts, pipes, end treatments, inlet structures, grating, temporary shoring and dewatering, and testing and commissioning. See Section 33 40 00 STORM DRAINAGE UTILITIES.

1.4.8 Interior Roadways (Line Item 0008)

Payment will be made for costs associated with Interior Roadways in accordance with the contract drawings and specifications. This includes subgrade preparation, compaction, grading, and aggregate surfacing. Work also includes access grades for existing power poles and the aggregate surfaced areas adjacent to the barge dock.

1.4.9 Excavation of Unsuitable Material (Line Item 0009)

Payment will be made for costs associated with excavation of unsuitable material encountered during grading operations within the project site.

This includes excavation, grading, filling with onsite fill material and compaction of excavated areas.

1.4.9 Barge Unloading Dock (Line Item 00 0910)

Payment will be made for costs associated with construction of the barge unloading dock in accordance with the contract drawings and specifications. This includes installation of piles, excavation along existing seawall, concrete pad, structural fill, mooring bollards, anchor bolts, formwork and reinforcement.

SECTION 01 22 00 Page 5

1.4.10 Pavement Marking and Signage (Line Item 00 1011)

Payment will be made for costs associated with all pavement marking and signage installed in accordance with the contract drawings and specifications. This includes roadway surface preparation, marking paint, road signs, and sign posts.

1.4.11 Truck Wash Facility (Line Item 001 12)

Payment will be made for costs associated with the truck wash facility in accordance with the contract drawings and specifications. This includes subgrade preparation, concrete slab, portable water tank, pressure washing equipment and water containment.

1.4.12 Municipal Tax (Line Item 0025)

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.

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.

Breakdown of unit price activities into activities with varying units is not allowed. Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation of Unsuitable Material (Line Item 0012)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials that are unsuitable to be left on site. This effort includes excavation, hauling and tipping fees for disposing of debris, tires, pavement, appliances and other junk on the surface at the site. This does not include the municipal waste that is buried on site, which is to remain. See Specification Section 01 57 20 ENVIRONMENTAL PROTECTION Paragraph 3.1.2.6.

1.5.1.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by scale tickets from the solid waste disposal facility.

SECTION 01 22 00 Page 6

1.5.1.3 Unit of Measure

Ton

1.5.2 Clearing and Grubbing (Line Item 0013)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to the clearing and grubbing performed within the construction limits in accordance with the contract documents. This work includes, but is not limited to, the storage, handling, and proper disposal of all material generated by the clearing and grubbing activities as well as all equipment, labor, and materials need to complete the work. See Section

31 11 00 CLEARING AND GRUBBING.

1.5.2.2 Measurement

Clearing and grubbing will be measured for payment based upon the actual acreage cleared and grubbed in accordance with the contract drawings and specifications. Contractor shall perform a survey to determine actual acreage of area cleared and grubbed for payment.

1.5.2.3 Unit of Measure

Acre

1.5.3 Excavation (Line Item 0014)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; excavation, hauling and stockpiling of topsoil and material to be used for backfill; providing and maintaining access to the work site(s) and disposal area(s); noise control; and, debris removal.

1.5.3.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by the volume in-place prior to excavation with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before excavation, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that excavation is complete to the required finished grades, and that tolerances have not been exceeded. Excavation below required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, SECTION 01 22 00 Page 7 and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.3.3 Unit of Measure

Cubic yard

1.5.4 Fill (Line Item 0015)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to borrow, processing (removal of unsuitable fill), transportation, and placement of suitable materials; providing and maintaining access to the work site(s) and borrow area(s); and noise control.

1.5.4.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before fill placement, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded. Fill above required finished grades will not be included in quantities calculated for final payment.

The estimated quantity for this line item does not include tolerances.

The Contractor is responsible for considering the cost of required tolerances and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.4.3 Unit of Measure

Cubic yard

1.5.5 Bituminous Pavement (Line Item 0016)

1.5.5.1 Payment

Payment will be made for costs associated with Bituminous Pavement in accordance with the contract drawings and specifications. This includes surface preparation, compaction, bituminous pavement, and ditch restoration.

1.5.5.2 Measurement

Bituminous pavement will be measured for payment based on the actual volume installed. Contractor shall perform measurements to determine

SECTION 01 22 00 Page 8 actual cubic yardage for payment. No payment will be made for defective areas until corrected.

1.5.5.3 Unit of Measure

Cubic yard

1.5.6 Aggregate Base (Line Item 0017)

1.5.6.1 Payment

Payment will be made for costs associated with Aggregate Base for Bituminous Pavement in accordance with the contract drawings and specifications. This includes subgrade preparation, spreading and compacting aggregate base, and grading.

1.5.6.2 Measurement

Aggregate Base will be measured for payment based on the actual volume installed. Contractor shall perform measurements to determine actual cubic yardage for payment.

1.5.6.3 Unit of Measure

Cubic yard

1.5.7 Security Fencing (Line Item 0018)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to the installation of the new security fencing. This work includes furnishing all material, equipment and labor to install the security fencing and gates in accordance with Section 32 31 13 CHAIN LINK FENCES AND GATES.

1.5.7.2 Measurement

Security fence installation will be measured for payment to the nearest tenth of a foot based upon the length of fence that is determined to be complete by the USACE Contract Officer.

1.5.7.3 Unit of Measure

Linear foot

1.5.8 Guardrail (Line Item 0019)

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to the installation of the new vehicle guardrail, end treatments and connections to existing guardrail. This work includes furnishing all material, equipment, and labor to install the guardrail in accordance with the contract documents for guardrail adjacent to PR22.

1.5.8.2 Measurement

Vehicle guardrail installation will be measured for payment to the nearest tenth of a foot based upon the length of guardrail that is determined to

SECTION 01 22 00 Page 9 be complete by the USACE Contract Officer.

1.5.8.3 Unit of Measure

Linear foot

1.5.9 Concrete Barrier (Line Item 0020)

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to the installation of the concrete barrier and end treatments. This work includes furnishing all material, equipment, and labor to install the concrete barrier adjacent to PR22 in accordance with the contract documents.

1.5.9.2 Measurement

Concrete barrier will be measured for payment to the nearest tenth of a foot based upon the length of barrier that is determined to be complete by the USACE Contract Officer. Length of barrier end treatment will not be included in the measurement as the end treatment is incidental to the bid item.

1.5.9.3 Unit of Measure

Linear foot

1.5.10 Segmental Concrete Block Retaining Wall (Line Item 0021)

1.5.10.1 Payment

Payment will be made for costs associated with or incidental to the installation of the segmental concrete block retaining walls. This work includes, but is not limited to furnishing all material, equipment, and labor to construct the block walls adjacent to the sediment ponds in accordance with the contract documents.

1.5.10.2 Measurement

Segmental concrete block retaining walls will be measured for payment to the nearest square foot based upon the square footage of wall that is determined to be complete by the USACE Contract Officer.

1.5.10.3 Unit of Measure

Square foot

1.5.11 Turf Establishment (Line Item 0022)

1.5.11.1 Payment

Payment will be made for costs associated with or incidental to all seeding in accordance with the contract drawings and specifications. Turf establishment is required in disturbed areas within the PR22 Right-of-Way (outside the fence). This work includes, but is not limited to furnishing, handling, planting of seed, fertilizing, surface top dressing, watering, and maintenance. See Section 32 92 19 SEEDING.

SECTION 01 22 00 Page 10

1.5.11.2 Measurement

Grassing will be measured for payment based on the actual square footage seeded or with 95 percent of grass establishment. Contractor shall perform a survey to determine actual square footage for payment.

1.5.11.3 Unit of Measure

Square foot

1.5.12 Contracting Officer Field Office (Line Item 0023)

1.5.12.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of 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.

1.5.12.2 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.

1.5.12.3 Unit of Measure

Month

1.5.13 Partnering Regroup (Line Item 0024)

1.5.13.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup including providing the meeting venue.

See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.13.2 Measurement

The basis for payment will be for the completion of each partnering regroup meeting and Government receipt of all completed work products.

1.5.13.3 Unit of Measure

Each

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to PAY ACTIVITIES and establish a link between bid breakdown schedule of values of PAY ACTIVITIES to contract CLINs using SCHEDULE ACTIVITIES data entry

SECTION 01 22 00 Page 11 page.

3.1.1 Requesting Progress Payment

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are all up to date. Use PROGRESS PAYMENTS to REQUREST ACTIVITY for both ACTIVITY EARNINGS data entry page and OTHER EARNING. Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or unbalanced CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Environmental reports.

g. Progress photographs.

h. Working/current as-built drawings.

Once the complete pay application package is received to include the Contractor's signed ENG 93, the 14 calendar days will commence.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 12

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