G410RJ028Specs.pdf

GROUP4-10-R-J028

US Army Corps of Engineers Jacksonville District

SAN JUAN HARBOR MAINTENANCE

DREDGING, 30 FOOT PROJECT,

AND MITIGATION PROJECT,

SAN JUAN, PUERTO RICO

Construction Solicitation and Specifications Volume 1 and 2

ISSUE DATE: 8 JULY 2016

This page was intentionally left blank for duplex printing.

GROUP4-10-R-J028 SF 1442-A1

ADDENDUM TO THE STANDARD FORM 1442

SAN JUAN HARBOR, PUERTO RICO MAINTENANCE DREDGING

30-FOOT PROJECT, AND MITIGATION PROJECT

SAN JUAN, PUERTO RICO

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

For GROUP 4 use: W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003);

Cavache, Inc. (W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13- D-0005); Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); and C. F. Bean LLC (W912EP-13-D-0015)

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 4, DREDGING POOL.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s)

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Construction Contract Administration Support System (CCASS) records contained in the US Army Corps of Engineers CCASS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) All submissions shall be on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(4) Completed “Addendum to the Standard Form 1442”

(5) Revisions- offers shall acknowledge receipt of revisions by completing the “notice to offerors—blocks 14,15 and 20”

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact: Timothy A. Donnellan, (904) 232-3055

Timothy.a.Donnellan@usace.army.mil

Block 10 -- Magnitude of Construction is between $5,000,000.00 and $15,000,000.00 mailto:Timothy.a.Donnellan@usace.army.mil

GROUP4-10-R-J028 SF 1442-A2

Block 11 – The contractor shall begin performance within 45 calendar days and complete performance within 220 calendar days after receipt of the notice to proceed (NTP). This performance period is mandatory.

Block 12 -- The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than: 2:00pm, Local Time on 04 August 2016.

Contracting Division – Attn: Timothy A. Donnellan U.S. Army Corps of Engineers 701 San Marco Blvd.

Jacksonville, FL 32207

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (Include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________

E-Mail: ________________________________________________

Offer Date: _______________________________________________

Block 26 -- This Task Order will be administered by:

North Puerto Rico Resident Office Annex Bldg, Fundación Angel Ramos 2nd Floor, Suite 202 Franklin D. Roosevelt Ave. #383 San Juan, PR 00918

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

GROUP4-10-R-J028 00010A-1

ESTIMATED

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE:

0001 MOBILIZATION AND DEMOBILIZATION 1 LUMP SUM $______________

0002 EXCAVATION, UNCLASSIFIED 325,000 CUBIC YARD $___________ $______________

(ESTIMATED QUANTITY)

0003 TURBIDITY MONITORING 1 LUMP SUM $______________

0004 ENVIRONMENTAL SPECIES MONITORING 1 LUMP SUM $______________

0005 MUNICIPAL TAXES 1 LUMP SUM $______________

TOTAL BASE (LINE ITEMS 0001 THRU 0005) $______________

OPTION A:

0006 MOBILIZATION AND DEMOBILIZATION 1 LUMP SUM $______________

0007 CLEARING, GRUBBING AND STRIPPING 1 LUMP SUM $______________

0008 EXCAVATION, TRANSPORT AND PLACEMENT, 40,000 CUBIC YARD $___________ $______________

UNCLASSIFIED, 0 TO 40,000 CY

(ESTIMATED QUANTITY)

0009 EXCAVATION, TRANSPORT AND PLACEMENT, 10,000 CUBIC YARD $___________ $______________

UNCLASSIFIED, 40,001 TO 50,000 CY

(ESTIMATED QUANTITY)

0010 EXCAVATION, TRANSPORT AND PLACEMENT, 10,000 CUBIC YARD $___________ $______________

UNCLASSIFIED, 50,001 TO 60,000 CY

(ESTIMATED QUANTITY)

0011 TURBIDITY MONITORING 1 LUMP SUM $______________

0012 ENVIRONMENTAL SPECIES MONITORING 1 LUMP SUM $______________

0013 MUNICIPAL TAXES 1 LUMP SUM $______________

TOTAL OPTION A (LINE ITEMS 0006 THRU 0013) $______________

TOTAL BASE PLUS OPTION A (LINE ITEMS 0001 THRU 0013) $______________

OPTION B:

0014 EXCAVATION, UNCLASSIFIED 40,000 CUBIC YARD $___________ $______________

(ESTIMATED QUANTITY)

0015 TURBIDITY MONITORING 1 LUMP SUM $______________

0016 ENVIRONMENTAL SPECIES MONITORING 1 LUMP SUM $______________

0017 MUNICIPAL TAXES 1 LUMP SUM $______________

TOTAL OPTION B (LINE ITEMS 0014 THRU 0016) $______________

TOTAL BASE PLUS OPTION A & B (LINE ITEMS 0001 THRU 0017) $______________

OPTION C:

0018 EXCAVATION, UNCLASSIFIED 120,000 CUBIC YARD $___________ $______________

(ESTIMATED QUANTITY)

0019 TURBIDITY MONITORING 1 LUMP SUM $______________

SAN JUAN, PUERTO RICO

MITIGATION PROJECT

SAN JUAN HARBOR

MAINTENANCE DREDGING

30-FOOT PROJECT

AND

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

GROUP4-10-R-J028 00010A-2

SAN JUAN, PUERTO RICO

MITIGATION PROJECT

SAN JUAN HARBOR

MAINTENANCE DREDGING

30-FOOT PROJECT

AND

0020 ENVIRONMENTAL SPECIES MONITORING 1 LUMP SUM $______________

0021 MUNICIPAL TAXES 1 LUMP SUM $______________

TOTAL OPTION C (LINE ITEMS 0017 THRU 0021) $______________

TOTAL BASE PLUS OPTION A, B, & C (LINE ITEMS 0001 THRU 0021) $______________

TOTAL BASE PLUS OPTION A, B, & C (LINE ITEMS 0001 THRU 0021) $______________

GENERAL NOTES:

(1) SEE SECTION 00100, "INSTRUCTIONS TO OFFERORS."

(2) OFFERORS MUST PRICE ALL LINE ITEMS.

(3) SEE CLAUSE "PREPRICING VARIATION IN ESTIMATED QUANTITY" PARA. 999-211-1 (SECTION 00800).

ARE FOR BIDDING PURPOSES ONLY. THE ACTUAL PAYMENT WILL BE BASED UPON THE AMOUNT

REFLECTED ON PAID INVOICES PROVIDED TO THE CONTRACTING OFFICER.

(4) THE AMOUNTS ENTERED FOR LINE ITEMS 0005, 0013, 0017, 0021 AND 0025 (MUNICIPAL TAXES, SECTION 00010A, Attachment “A”

00010A-A1

INSTRUCTIONS FOR TECHNICAL INQUIRES AND QUESTIONS

All technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at https://www.projnet.org/projnet/binKornHome/

To submit and review bid inquiry items, bidders will need to be a current registered user or self register into the system.

To self-register go to the ProjNet web page and follow the steps below.

1. Click the BID tab;

2. Select Bidder Inquiry;

3. Under the Agency drop-down menu select USACE;

4. Enter Key for this solicitation listed below, and a valid e-mail address,

5. Click Login.

6. Fill in all required information and click Create User.

7. Verify that information on next screen is correct and click Continue.

From this page you may view all bidder inquiries or add inquiries. Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

The Solicitation Number is: GROUP4-10-R-J028 The Bidder Inquiry Key is: 98V7W8-7AFG79

THE GOVERNMENT RESERVES THE RIGHT TO LIMIT AND/OR TO NOT RESPOND TO ANY

FURTHER QUESTIONS PERTAINING TO THIS PROJECT RECEIVED AFTER August 8, 2016.

OFFERORS SHOULD BASE THEIR BIDS ON THE INFORMATION PROVIDED IN THE SOLICITATION

AND ALL ISSUED AMENDMENTS THERETO.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago).

The telephone number for the Call Center is 800-428-HELP.

GROUP4-10-R-J028

GROUP4-10-R-J028 Addendum

THE FOLLOWING PAGES CONTAIN ADDENDUMS TO SPECIFIC CLAUSES OF THE

ORIGINAL SOLICITATION NUMBER(S); W912EP-10-R-0026

THIS ADDENDUM IS ONLY APPLICABLE TO THIS

SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP4-10-R-J028

PROJECT TITLE:

SAN JUAN HARBOR, PUERTO RICO MAINTENANCE DREDGING

30-FOOT PROJECT, AND MITIGATION PROJECT

SAN JUAN, PUERTO RICO

NOTICE TO OFFERORS: The information on the following pages is provided for the various clauses and/or paragraphs which require information to be filled in (when applicable) on each Request for Proposal for Task Orders issued under the awarded contracts. All applicable clauses, terms and conditions contained in the original solicitation and subsequently awarded contracts become part of each Task Order.

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00100 ARE HEREBY

PROVIDED:

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

N/A 6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is San Juan, Puerto Rico.

(End of clause)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) (ALTERNATE I) (FEB 1995) (CESAJ

ADAPTATION)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for -- July 20 2016 at 10:00am.

(c) Participants will meet at -- (Location will be provided by the contract administration office via telephone. See (d) below.)

(d) Participants should call Janice Rivera at 787-729-6901 or Wilmel Varela at 787-729-6873 on or before July 15, 2016 at 11:00am, EST to make arrangements.

(e) Core borings are available:

(f) After the site visit, a memorandum summarizing the visit may be posted to the appropriate website under the solicitation number. This posting will be strictly for informational purposes only.

The memorandum will not become a part of the solicitation. If the solicitation needs to be changed as a result of information obtained during the site visit, a written amendment will be made available to all registered vendors. Questions regarding any information given in the memorandum must be directed to the person whose name appears in item 9 of the Addendum to the Standard Form 1442.

ADDENDUM TO SECTION 00700, CONTRACT CLAUSES

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00700 ARE HEREBY

PROVIDED:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 45 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 220 calendar days after the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

The total completion time of 220 calendar days includes the following:

Base Bid 90 calendar days (includes 45 calendar days mob/demob) Option A 95 calendar days Option B 9 calendar days Option C 26 calendar days

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $3,640.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

G-02GROUP4-10-R-J028; San Juan Harbor GROUP4-10-R-J028 Maintenance Dredging, 30-Foot Project and Mitigation Project, San Juan, Puerto Rico

ADDENDUM TO SECTION 00800, SPECIAL REQUIREMENTS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00800 ARE HEREBY

PROVIDED:

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS

The award decision for this contract was based, in part, on an evaluation of the personnel and/or subcontractors the Contractor included in its proposal for the positions and/or items of subcontracted work identified at the end of this paragraph. The Contractor agrees these personnel and/or subcontractors will be employed as described in its proposal and no substitutes will be employed without prior written approval of the Contracting Officer or Administrative Contracting Officer. The Contractor further agrees that any proposed substitutes shall meet or exceed the qualifications of the original personnel and/or subcontractors. If the Contractor’s proposal did not name a subcontractor for an identified item of work, the Contractor will not be allowed to subcontract that item of work without prior approval of the Contracting Officer or Administrative Contracting Officer. The limitations described herein shall apply to the following positions and/or items of subcontracted work: Named Dredges

(End of paragraph number 999.215-4001)

San Juan Harbor Maintenance Dredging, 30 Foot Project, GROUP4-10-R-J028 and Mitigation Project, San Juan, Puerto Rico

PROJECT TABLE OF CONTENTS

DIVISION 00 - INFORMATION AVAILABLE TO OFFERORS---Under Separate Cover

00 31 21.10 CONTROL MONUMENT DESCRIPTIONS - MD BASE BID W/OPTIONS B

AND C

00 31 21.20 CONTROL MONUMENT DESCRIPTIONS - MP OPTION A

00 31 32.10 GEOTECHNICAL DATA REPORT - MD BASE BID W/OPTIONS B AND C

00 31 32.20 GEOTECHNICAL DATA REPORT - MP OPTION A

00 33 50.10 WEATHER, WATER STAGE AND TIDE DATA - MD BASE BID

W/OPTIONS B AND C

00 33 50.20 WEATHER, WATER STAGE AND TIDE DATA - MP OPTION A

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 55 26 TRAFFIC CONTROL (Option "A" Only)

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 78 02 CLOSEOUT SUBMITTALS (OPTION "A" ONLY)

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING (OPTION "A" ONLY)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

10/13

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.1.1 Base

1.3.1.2 Option A

1.3.1.3 Option B

1.3.1.4 Option C

1.3.2 Location

1.3.3 Safety Requirements

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.6.5 Obstruction of Channel

1.6.5.1 Bridge As-Builts

1.6.6 Surveys

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

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

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.9.2 Contractor Responsibility

1.10 UNITS OF MEASURE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

10/13

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 Sections 00 31 32.10 and 00 31 32.20, Geotechnical Data Reports for San Juan Harbor O&M and Mitigation Projects, San Juan, Puerto Rico

EM 385-1-1 Safety and Health Requirements Manual

As-builts Existing Bridge Design over San Antonio Channel for consideration in locating the discharge pipeline, San Juan Harbor Mitigation Project, San Juan, Puerto Rico

1.2 DEFINITIONS

a. "Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

b. "Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The project work is divided into a Base and several options as indicated below. For the Base work and all options other than Option A, this contract incorporates two feet of allowable overdepth throughout with disposal of all dredged material in the Ocean Dredged Material Disposal Site (ODMDS) which is located approximately 2.2 nautical miles northwest of San Juan Harbor.

Specialized Division 00 specifications will be appended with period and identifiable decimal extension number. The extension .10 applies to the Base Work and all options besides Option A, and .20 applies to Option A.

Unless otherwise noted, the Division 01 Specifications apply to all work.

SECTION 01 11 00 Page 2

1.3.1.1 Base

Base work consists of maintenance dredging from:

Anchorage Area E to a required depth of 36 feet Army Terminal Turning Basin to a required depth of 40 feet Army Terminal Channel to a required depth of 40 feet Cruise Ship Basin West to a required depth of 36 feet San Antonio Channel to a required depth of 35 feet

All Base work includes turbidity and environmental species monitoring.

1.3.1.2 Option A

The terms "Option A" and "Mitigation Project" which refer to this option will be used interchangeably herein and within the plans. The project work consists of dredging approximately 50,000 cubic yards of shoal material from the La Esperanza peninsula in the western portion of San Juan Bay and transporting and placing that material into former dredge holes in the Condado Lagoon located approximately 3 'nautical' miles from the dredging location. The material will be placed in open water and used to create 1.2 acres of habitat for submerged aquatic vegetation above elevation -13' PRVD. Incidental work includes Turbidity Monitoring, and Environmental Species Monitoring, clearing, grubbing, and stripping. Appendix A of this section pertains to this option only.

1.3.1.3 Option B

Work includes maintenance dredging adjacent Cruise Ship Basin West from Pier 3 to a required depth of 34 feet on the east side of Pier 3, and to a required depth of 36 feet on the west side of Pier 3, and Pier 4 to a required depth of 34 on both the east side and west side of Pier 4. Work includes turbidity and environmental species monitoring.

1.3.1.4 Option C

Work includes maintenance dredging adjacent San Antonio Channel from Pan American Docks 1 and 2 to a required depth of 34 feet. Work includes turbidity and environmental species monitoring.

1.3.2 Location

Base work and all options besides Option A are located at San Juan Harbor, Puerto Rico.

Option A is located in the City of San Juan, near the Ponce de Leon, Fernandez Juncos, and Ashford Avenue bridges, approximately as indicated.

Borrow sites are located in the City of Cataño towards the west of Bahia de San Juan. Use of La Esperanza Park for access to the site shall be coordinated with the Catano Municipality.

1.3.3 Safety Requirements

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

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. 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.

SECTION 01 11 00 Page 3

b. In addition to the above, the following shall apply: The phrase "commence work" means "commence dredging". The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.6 PHYSICAL DATA

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

1.6.1 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.

1.6.2 Weather, Water Stage and Tide Data

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

1.6.3 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.

1.6.4 Maritime Traffic

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

1.6.5 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 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. The Contractor will be required to 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, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.6.5.1 Bridge As-Builts

See attached As-builts and Pictures as appended to this section to assist

SECTION 01 11 00 Page 4 the contractor in locating the discharge pipeline.

1.6.6 Surveys

Surveys are posted at the following web address:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Survey numbers are indicated on the drawings.

1.7 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.

1.7.1 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 in the Monument Description section of these specifications.

See Section 00 31 21.10 and Section 00 31 21.20 CONTROL MONUMENT

DESCRIPTIONS.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for 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.

1.7.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his 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 when location and

SECTION 01 11 00 Page 5 limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall 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, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum 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 lump sum 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.

1.9 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.

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, dredging and disposal operations prior to submitting a proposal or bid. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities. A list of potential sources providing climatological and meteorological observations and data for the project area is provided.

1.9.2 Contractor Responsibility

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment

SECTION 01 11 00 Page 6 to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to note 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 schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, 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 for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

1.10 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission, unprofessional or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his 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 APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 7

San Juan Harbor Mitigation

San Juan Harbor Mitigation

San Juan Harbor Mitigation, San Juan, Puerto Rico 01 11 00 Appendix Page 1

San Juan Harbor Mitigation, San Juan, Puerto Rico 01 11 00 Appendix Page 2

San Juan Harbor Mitigation, San Juan, Puerto Rico 01 11 00 Appendix Page 3

San Juan Harbor Mitigation, San Juan, Puerto Rico 01 11 00 Appendix Page 4

Southeast view of San Antonio Bridge Northeast view of Estevez Bridge

View East of Estevez Bridge in background with Historic Railroad Bridge;

Foreground view taken from San Antonio Bridge.

San Juan Harbor Mitigation, San Juan, Puerto Rico 01 11 00 Appendix Page 5

San Juan Harbor Mitigation, San Juan, Puerto Rico 01 11 00 Appendix Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

10/13

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Items 0001 and 0006)

1.4.2 Turbidity Monitoring (Line Items 0003, 0011, 0015, 0019)

1.4.3 Environmental Species Monitoring (Line Items 0004, 0012, 0016, 0020)

1.4.4 Municipal Taxes (Line Items 0005, 0013, 0017, 0021)

1.4.5 Clearing, Grubbing, and Stripping (Line Item 0007 - Option "A"

Only)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0014, 0018)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Excavation, Transportation and Placement (Line Items 0008,0009, 0010)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

10/13

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 (2002; 2004 Change 1) Engineering and Design, Hydrographic Surveying

1.2 QUALITY CONTROL SYSTEM (QCS)

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 Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

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 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SECTION 01 22 00 Page 2

SD-01 Preconstruction Submittals

Schedule of Values; G, RO

Provide a breakdown of lump sum items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

1.4 LUMP SUM 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 and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum 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 lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). 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, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Items 0001 and 0006)

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

1.4.2 Turbidity Monitoring (Line Items 0003, 0011, 0015, 0019)

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

1.4.3 Environmental Species Monitoring (Line Items 0004, 0012, 0016, 0020)

Payment will be made for costs associated with or incidental to marine animal monitoring. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.4 Municipal Taxes (Line Items 0005, 0013, 0017, 0021)

Pursuant to applicable municipality local regulations, yearly construction taxes may apply to this contract. See paragraph 999.229-1, notice of federal, state, and local taxes-contracts performed in Puerto Rico. Taxes are the responsibility of the offeror. The amount listed by the government

SECTION 01 22 00 Page 3 does not include all municipality taxes. The actual amount paid by the government under this CLIN will be based on the amount of the invoice, stamp "paid" from the appropriate Commonwealth of Puerto Rico or Municipal Authorities submitted by the offeror as proof of payment. Payment will be made for actual cost incurred as evidenced by paid invoices that are provided by the offeror to the Contracting Officer. No mark-ups will be allowed.

1.4.5 Clearing, Grubbing, and Stripping (Line Item 0007 - Option "A" Only)

Payment will be made for costs associated with or incidental clearing, grubbing and disposal. See Sections 31 11 00 CLEARING AND GRUBBING.

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.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0014, 0018)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); monitoring of species in the disposal area(s) and not paid for in other line items; noise control; debris removal; installation, operation or maintenance of the electronic tracking system for surveillance of all dredging and disposal activities. See Section 35 20 23 DREDGING.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

c. Hydrographic surveys for final measurement and payment and for channel clearance will be made by the Government. All surveys will be performed in accordance with USACE EM 1110-2-1003. Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected

SECTION 01 22 00 Page 4 by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place and quantities determined by the average end area method. The volume computed shall be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the soundings taken within 3 weeks after the work specified in each acceptance section indicated on the drawings has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall include the volume within the limits of the side slopes described in subparagraph "Side Slopes" of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Materials" of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23 DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Excavation, Transportation and Placement (Line Items 0008,0009, 0010)

1.5.2.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; and debris removal. See Sections 35 20 23 DREDGING and

01 57 20 ENVIRONMENTAL PROTECTION.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by surveys performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

c. Surveys for final measurement and payment and for channel clearance will be made by the Government. All hydrographic surveys will be performed in accordance with USACE EM 1110-2-1003.

Hydrographic survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.2.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the elevations shown thereon may be verified and corrected by hydrographic and/or topographic surveys taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

SECTION 01 22 00 Page 5

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place and quantities determined by the average end area method. The volume computed shall be between the surface shown by elevation taken within 3 weeks before dredging and the bottom surface shown by the elevation taken within 3 weeks after the work specified in each acceptance section has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section.

1.5.2.3 Unit of Measure

Cubic yard.

PART 2 PRODUCTS (NOT APPLICABLE)

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 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 "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.