W912EP19B0025_Loiza_Specs_Amendment0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

J

PAGE OF PAGES

1 74

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

6-Sep-2019

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY CODE W912EP 7. ADMINISTERED BY (Ifother than item 6) CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

See Item 6

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912EP19B0025

X 9B. DATED (SEE ITEM

11) 16-Aug-2019

10A. MOD. OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item14. The hour and date specified for receipt of Offer is extended, X is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACT S/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.)

LOIZA SHORELINE PROTECTION PROJECT, LOIZA, PUERTO RICO

A. SEE CONTINUATION SHEET FOR AMENDMENT DETAILS.

B. THE BID OPENING DATE REMAINS UNCHANGED @ SEPTEMBER 17, 2019 @ 2:00 P.M. LOCAL TIME.

C. ALL OTHER TERMS AND CONDITIONS REMAIM UNCHANGED.

Except as provided herein, all terms and conditions ofthe 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) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

TEL: EMAIL:

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

30-105-04 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912EP19B0025 1 Amendment 0001

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.

SF 30 CONTINUATION SHEET

Loiza Shoreline Protection Project Loiza, Puerto Rico

W912EP19B0025 2 Amendment 0003

SUMMARY OF CHANGES

1. CONSTRUCTION SOLICITATION AND SPECIFICATIONS:

A. Changes are indicated by asterisks appearing before and after the line or lines where amendments have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. 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 amendment. 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.

DELETE Section 00010A and REPLACE with the attached Section 00010A.

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

DELETE Submittal Register and REPLACE with the attached Submittal Register.

DELETE Section 01 50 02 and REPLACE with the attached Section 01 50 02.

DELETE Section 01 57 20 and REPLACE with the attached Section 01 57 20.

DELETE Section 35 31 19 and REPLACE with the attached Section 35 31 19.

2. DRAWINGS (Separate Electronic File): The following are changes to the drawings.

Drawings should be adequately marked to indicate that they have been changed. Drawings furnished to the Contractor in accordance with the Contract Clause entitled "CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS" will be revised to reflect the revisions made herein.

DELETE Drawing G-01 and REPLACE with the attached Drawing G-01.

DELETE Drawing G-02 and REPLACE with the attached Drawing G-02.

DELETE Drawing G-03 and REPLACE with the attached Drawing G-03.

DELETE Drawing G-04 and REPLACE with the attached Drawing G-04.

DELETE Drawing G-07 and REPLACE with the attached Drawing G-07.

DELETE Drawing V-01 and REPLACE with the attached Drawing V-01.

DELETE Drawing V-02 and REPLACE with the attached Drawing V-02.

DELETE Drawing V-03 and REPLACE with the attached Drawing V-03.

DELETE Drawing V-04 and REPLACE with the attached Drawing V-04.

DELETE Drawing V-05 and REPLACE with the attached Drawing V-05.

DELETE Drawing V-06 and REPLACE with the attached Drawing V-06.

DELETE Drawing C-01 and REPLACE with the attached Drawing C-01.

DELETE Drawing C-02 and REPLACE with the attached Drawing C-02.

DELETE Drawing C-03 and REPLACE with the attached Drawing C-03.

DELETE Drawing C-06 and REPLACE with the attached Drawing C-06.

DELETE Drawing C-07 and REPLACE with the attached Drawing C-07.

ADD Drawing C-08

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

LOIZA SHORELINE PROTECTION PROJECT

LOIZA, PUERTO RICO

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 SITE PREPARATION JOB $_______________

0002 CONSTRUCTION/VIBRATION CONTROL JOB $_______________

AND MONITORING

0003 TURBIDITY MONITORING JOB

0004 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0005 ARMOR STONE 9,250 CM $___________ $_______________

(ESTIMATED QUANTITY-SEE NOTE 3)

0006 MARINE MATTRESS 6,600 SM $___________ $_______________

(ESTIMATED QUANTITY-SEE NOTE 3)

0007 HIGH PERFORMANCE TURF REINFORCEMENT 450 SM $___________ $_______________

MAT (ESTIMATED QUANTITY-SEE NOTE 3)

0008 STONE ROCK FILL 400 CM $___________ $___________

(ESTIMATED QUANTITY-SEE NOTE 3)

0009 PARTNERING REGROUP 1 EACH $___________ $_______________

0010 CONTRACTING OFFICER'S FIELD OFFICE 10 MONTH

0011 DEBRIS REMOVAL 40 CM $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0011) $_______________

NOTES: (1) OFFERORS MUST PRICE ALL LINE ITEMS.

(2) SEE SECTION 00100 INSTRUCTIONS TO OFFERORS.

(3) ACTUAL QUANTITIES MAY VARY FOR UNIT PRICE ITEMS.

W912EP19B0025 00010A-1 Amendment 0003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Site Preparation (Line Item 0001)

1.4.2 Construction/Vibration Control and Monitoring (Line Item 0002)

1.4.3 Turbidity Monitoring (Line Item 0003)

1.4.4 Environmental Species Monitoring (Line Item 0004)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Armor Stone (Line item 0005)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Marine Mattress (Line item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 High Performance Turf Reinforcement Mat (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Stone Rock Fill (Line Item 0008)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Partnering Regroup (Line Item 0009)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Contracting Officer's Field Office (Line Item 0010)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Debris Removal (Line Item 0011)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

SECTION 01 22 00 Page 1 W912EP19B0025 Amendment 0003

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

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

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

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

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

1.2.2 Instructions

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

(RMS CM).

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of job 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 RMS payment data base.

SECTION 01 22 00 Page 3

SD-07 Certificates

Request for Progress Payment ; G, RO

Submit monthly in accordance with subparagraph "Requesting Progress Payment" below.

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 a list of pay activities, (Schedule of Values) to breakdown bid for each job 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 Site Preparation (Line Item 0001)

Payment will be made for all site preparation costs with all work, labor, materials, equipment necessary for construction. Work will include, but is not limited to, clearing and grubbing, excavation of existing grade, maintenance of open excavation area during construction, and restoration of the site, including debris removal, re-vegetating disturbed areas, and backfilling over the structure for a uniform beach. The excavation areas depicted in the drawings are estimates of what may be necessary to complete the job sufficiently and safely. If the Contractor deems that additional excavation is necessary, then this should be reflected in the cost.

1.4.2 Construction/Vibration Control and Monitoring (Line Item 0002)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring. See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.4.3 Turbidity Monitoring (Line Item 0003)

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.

SECTION 01 22 00 Page 4

1.4.4 Environmental Species Monitoring (Line Item 0004)

Payment will be made for costs associated with or incidental to species monitoring as required in Section 01 57 20 ENVIRONMENTAL PROTECTION.

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 Armor Stone (Line item 0005)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to processing and furnishing, transportation, and placement of armor stone, including sampling and evaluation test section work (field quality control);

providing and maintaining access to the work site(s); and noise control.

1.5.1.2 Measurement

The total amount of armor stone 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 excavation and site preparation and before armor stone 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 armor placement is complete to the required finished grades, and that tolerances have not been exceeded.

Armor stone 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.

1.5.1.3 Unit of Measure

Cubic meter.

SECTION 01 22 00 Page 5

1.5.2 Marine Mattress (Line item 0006)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to supplying of geogrid, braid, mechanical connectors, stone fill and geotextile fabric (including geotextile fabric and geogrid extensions). This includes the fabrication, transportation to the site and installation of mattress units, including all labor and equipment necessary to complete the installation in a manner acceptable to the Contracting Officer.

Quantities of marine mattress as shown on the drawings may be increased or decreased at the direction of the Contracting Officer based on construction procedures and actual site conditions.

1.5.2.2 Measurement

Quantity for payment shall be the actual area installed and completed in accordance to the specifications and plans and accepted by the Contracting Officer. No Payment shall be made for mattresses that exceed the material footprint edge requirements indicated on the drawings or as instructed by the Contracting Officer. The area of overlapped materials are not double counted (i.e. geotextile fabric extensions).

1.5.2.3 Unit of Measure

Square meter.

1.5.3 High Performance Turf Reinforcement Mat (Line Item 0007)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to placement of high performance turf reinforcement mat and sodding . See Section

31 32 11 SOIL SURFACE EROSION CONTROL.

1.5.3.2 Measurement

High performance turf reinforcement mat will be measured for payment by the area placed.

1.5.3.3 Unit of Measure

Square Meter.

1.5.4 Stone Rock Fill (Line Item 0008)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to processing, furnishing, transporting, and placement of stone rock fill behind the revetment.

1.5.4.2 Measurement

The total amount of rock fill 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

SECTION 01 22 00 Page 6 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 excavation and site preparation and before rock 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 rock fill placement is complete to the required finished grades, and that tolerances have not been exceeded. Rock 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 Meter.

1.5.5 Partnering Regroup (Line Item 000 89)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. 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.

1.5.5.2 Measurement

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

1.5.5.3 Unit of Measure

Each.

1.5.6 Contracting Officer's Field Office (Line Item 00 0910)

1.5.6.1 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.

1.5.6.2 Measurement

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

SECTION 01 22 00 Page 7

1.5.6.3 Unit of Measure

Month.

1.5.7 Debris Removal (Line Item 0011)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to the removal, transportation, and disposal of debris. Debris is defined has trash, vegetation, concrete rubble, and exiting riprap that does not meet reuse material as defined in Section 35 31 19 STONE PROTECTION FOR STRUCTURES. Debris not considered for this payment include any generated construction debris, waste materials, packaging material and the like.

1.5.7.2 Measurement

The bases for payment will be a typical 10 cubic yard dumpster load that will be valued at 8 cubic meters. Partially fill dumpster will be prorated.

1.5.7.3 Unit of Measure

Cubic Meter.

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.

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.

SECTION 01 22 00 Page 8

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 Modification CLINS

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

No payment may be requested for Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 EXISTING UTILITIES

1.4.1 Water

1.4.2 Electricity

1.5 STAGING AREA AND RESTORATION

1.6 ADJACENT PROPERTY AND STRUCTURES

1.7 CONTRACTOR RESPONSABILITIES

1.8 PERMITS AND RESPONSABILITIES

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

2.2 STORAGE CONTAINERS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

3.1.2 Employee Parking

3.1.3 Onsite Information

3.1.4 Janitorial Services

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Lighting

3.2.2 Heating and Cooling

3.2.3 Water

3.2.4 Fire Extinguisher

3.2.5 Utility Lines

3.2.6 Electric Power

3.3 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

3.3.1 Bulletin Board

3.3.2 Project and Safety Signs

3.4 PROTECTION AND MAINTENANCE OF TRAFFIC

3.4.1 Barricades

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Contractor Field Office

3.5.2 Appearance of Trailer(s)

3.5.3 Storage Area

3.5.3.1 Maintenance of Storage Area

3.5.4 Waste Storage

3.5.5 Fuel Storage and Fueling Operations

3.6 SECURITY PLAN

3.6.1 Visitors

SECTION 01 50 02 Page 1

3.7 TEMPORARY PROJECT SAFETY FENCING

3.8 CONSTRUCTION FENCING AND DANGER SIGNS

3.9 CLEANUP

3.10 RESTORATION OF STORAGE AREA

3.11 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 50 02 Page 2

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

In addition to Construction Facilities this Section covers:

Temporary Utilities Construction Aids Vehicular Access and Parking Project Identification

See Section 01 57 20 ENVIRONMENTAL PROTECTION for requirements including silt control, trailer placement, fueling restrictions, dust control, solid waste, and cleanup. Upon completion of project, clean up and restore area in accordance with Clause CLEANING UP of Section 00700 CONTRACT CLAUSES in Volume 1.

a. Construction Facilities include, but are not limited to, the following:

(1) Contractor Offices

(2) Information Bulletin Board

(3) Material and Equipment Storage Area

(4) Fueling Area

(5) Secured Storage Area

(6) Employee Parking Area

(7) Debris Container (dumpster)

(8) Construction Signage to include Project Sign; Safety Sign; and, Construction Warning Signs

b. Temporary Utilities include, but are not limited to, the following:

(1) Water

(2) Electric

(3) Sewage

(4) Communications

(i) Telephone

(ii) Internet (4 Mbps or higher speed)

(5) Lighting

1.2 REFERENCES

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

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017)

SECTION 01 50 02 Page 3

National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan

Plan shall include, but not be limited to, the following:

a. Mobilization Requirements:

(1) Methods, equipment and materials

(2) Connection of utilities

(3) Placement of site facilities and temporary controls

(4) Construction of facilities

(5) Staging Area Existing Condition Photo Documents

b. Demobilization Requirements (methods, equipment and materials required to clean-up and restore site at project conclusion):

(1) Collection, recycle and disposal of solid waste

(2) Contract-generated material

(3) Utility disconnection

(4) Removal of Contractor facilities

(5) Repair and restoration of site (i.e., fences, roads, or permanent facilities)

Security Plan

Prepare a Security Plan for Contracting Officer describing site security as follows:

a. Day and night security

b. Weekend and holiday security

c. General security duties

SD-02 Shop Drawings

Contractor's Temporary Facilities

SECTION 01 50 02 Page 4

General layout sketch of temporary site facilities shall include, but not be limited to, the following:

a. Trailer locations

b. Parking areas

c. Material storage

d. Equipment lay down area

e. Areas for gravel

f. Fuel areas

g. Supplemental or other staging area

h. Temporary well, water supply

i. Septic field or holding tanks, port-a-lets

j. Contaminated water handling

k. Concrete cleaning area and methods of disposal

l. Fences -- location and dimensions, entrance and exit points, and details of installation

m. Utilities (poles, connections and services)

n. Explosives storage

Temporary Electric Drawings

Electricity supply and lighting - from transformer source sketch layout locations, fixtures, and materials, to include outdoor lighting as described in subparagraph "Electric Power" below.

Construction Drawings ; G, RO DO

Contractor shall prepare and furnish six (6) copies each of Construction Drawings for approval at least 30 calendar days before work on the applicable feature is commenced. Prepare construction drawings in accordance with the paragraph SUBMITTAL PROCEDURES of Section 01 33 00 SUBMITTAL PROCEDURES, and consisting of the following features:

1.4 EXISTING UTILITIES

The Contractor is responsible for investigating the availability of utilities at the project site. Contractor shall provide potable water, sanitary sewer, electricity from transformer, communications and optional utilities the Contractor may require at the project site. Provide internet services with 4 Mbps minimum speed and wireless capabilities to the Contractor's Field Office complex.

1.4.1 Water

In addition to the above, the Contractor shall provide and maintain at his own expense an adequate supply of water for his use for construction, and to install and maintain necessary supply connections and piping for same, but only at such locations and in such manner as may be approved by the Contracting Officer. The Contractor shall also provide and maintain his own temporary toilet and washing facilities. Toilet and washing facilities shall be installed and maintained in a location approved by the Contracting Officer. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.4.2 Electricity

In addition to the above, all electric current required by the Contractor

SECTION 01 50 02 Page 5 shall be furnished at his own expense. All temporary lines will be furnished, installed, connected, and maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner at his expense prior to completion of the construction. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.5 STAGING AREA AND RESTORATION

A staging area is provided for the contractor. Before using the staging area, the contractor shall photo-document the condition of the staging area. Prior to demobilization, the contractor shall restore or replace any existing fencing, signage, asphalt, or any other structural features disturbed by the contractor's activities. The final limits of the access areas indicated on the drawings shall be field-determined by the Contracting Officer in coordination with the Local Sponsor and the Contractor. It shall be the responsibility of the Contractor to investigate and obtain any additional areas which may be necessary for his/her construction operations at the Contractor's expense. The additional areas will be subject to the approval of the Contracting Officer.

1.6 ADJACENT PROPERTY AND STRUCTURES

Any damage to private or public property within the project boundaries, including staging site(s) and work and access areas/roads, shall be repaired promptly by the Contractor. Any damage as a result of the Contractor's operations shall be repaired at no cost to the Government.

1.7 CONTRACTOR RESPONSABILITIES

The Contractor shall exclude the public from the work area in the immediate vicinity of his operation. The Contractor shall minimize areas closed to the public. The Contractor shall install warning signs to warn the public of all construction activities.

1.8 PERMITS AND RESPONSABILITIES

The Contractor's attention is directed to the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1 and paragraph PERMITS AND AUTHORIZATIONS of Section 01 57 20 ENVIRONMENTAL

PROTECTION.

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

Refer to paragraph BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN below and the web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below.

2.2 STORAGE CONTAINERS

Welded steel construction, locking, shipping containers or equal.

SECTION 01 50 02 Page 6

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

3.1.2 Employee Parking

a. Park employee's vehicles in areas designated by Contractor, away from construction traffic, within reasonable walking distance of site. Maintain area free of ruts, mud holes and puddles. Place gravel where required by deteriorated conditions.

b. Contractor should protect unattended equipment as it may be subject to vandalism.

c. Storage trailers and storage area with Government material should be locking type with lighting.

3.1.3 Onsite Information

Keep copy of contract drawings, specifications, and other contract documents at Contractor's Office onsite, available for use at all times.

3.1.4 Janitorial Services

a. Daily -- Sweep; empty wastebaskets; service toilets

b. Weekly -- Mop floors; sanitize toilet seats

c. Monthly -- Wash floors, windows (inside and out)

d. Cut grass as needed to keep below 3 inches high

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

Install temporary facilities and utilities in accordance with IEEE C2 , EM 385-1-1 , NFPA 70 . Obtain necessary construction, building, zoning, or soil erosion and sediment control approvals required by local authorities and utility companies. Equip trailer(s) with wind tie downs in accordance with local wind and building code requirements.

3.2.1 Lighting

Electric light, non-glare type luminaries to provide a minimum illumination, level of 30-foot candles at desk height level. Comply with temporary lighting, wiring and Ground Fault Circuit Interrupter (GFCI) requirements found in EM 385-1-1 .

3.2.2 Heating and Cooling

Adequate equipment to maintain internal ambient air temperature of 75

SECTION 01 50 02 Page 7 degrees F in 105 degrees F and 70 degrees F in 30 degrees F. Equip trailer(s) with smoke alarms. If bottled gas is used to heat, equip trailer(s) with carbon monoxide alarms.

3.2.3 Water

Non-potable well water may be used to flush toilets, and for dish and hand washing. Provide bulk potable water in storage tanks or bottled water for drinking.

3.2.4 Fire Extinguisher

Refer to EM 385-1-1 . Non-toxic, dry chemical, fire extinguisher meeting Underwriters Laboratories, Inc., approval for Class A, Class B, and Class C fires with a minimum rating of 2A; 10B; and 10C.

3.2.5 Utility Lines

Install, connect and modify temporary lines as coordinated with owning utility. Conform requirements in accordance with IEEE C2 and NFPA 70 for Temporary Electric Lines. Remove temporary line at completion of project.

3.2.6 Electric Power

Provide electrical service and transformers sufficient to operate heating/air conditioning units. Electrical power shall be purchased directly by Contractor.

3.3 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

3.3.1 Bulletin Board

Immediately upon beginning of work, the Contractor shall provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. The bulletin board shall be located at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

Legible copies of the aforementioned data shall be displayed until work is completed. Upon completion of work the bulletin board shall be removed by and remain the property of the Contractor.

3.3.2 Project and Safety Signs

The requirements for the signs, their content, and location shall be as indicated on the web site provided in paragraph CONSTRUCTION FORMS AND DETAILS below. On the Safety Performance Sign, replace the Safety Green First Aid Logo with the Safety Pays Logo indicated on the web site provided in paragraph CONSTRUCTION FORMS AND DETAILS below with the color pattern as shown. The Safety Pays Logo shall have a bottom width of 8 inches, and be placed 2 inches from the top of the sign and centered between Legend Group 1 and the right edge. The signs shall be erected within 15 days after receipt of the Notice to Proceed. The data required by the safety sign shall be corrected daily, with light colored metallic or non-metallic numerals. Upon completion of the project, the signs shall be removed from the site.

SECTION 01 50 02 Page 8

3.4 PROTECTION AND MAINTENANCE OF TRAFFIC

During construction the Contractor shall provide access and temporary relocated roads as necessary to maintain traffic. The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be as required by the State and local authorities having jurisdiction. The traveling public shall be protected from damage to person and property.

The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic.

The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for the repair of any damage to roads caused by construction operations.

3.4.1 Barricades

The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic.

Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

The Contractor's field offices, staging areas, stockpile storage, and temporary buildings shall be placed in areas as directed by the Contracting Officer and in accordance with Section 01 57 20 ENVIRONMENTAL PROTECTION. Temporary movement or relocation of Contractor facilities shall be made when approved by the Contracting Officer.

3.5.1 Contractor Field Office

Provide on-site field office of sufficient size and staff capability to manage project activities. Provide communications and computer capabilities to manage the work, including implementing RMS, facsimile, electronic mail, reproduction, to track schedule and cost. Contractor's field office should include a conference area with table and chairs to accommodate a minimum of 8 people. Provide handicap access with a 1 on 12 ramp and gravel parking spot marked with handicap parking sign. Provide high-speed internet services (4 Mbps or higher speed rate) and wireless capabilities to the field office facilities/compound to facilitate RMS, SharePoint (file transfer) and visitor usage.

3.5.1.1 Office Space for Government Personnel

The Contractor's field office shall also contain a 10-foot by 10-foot partitioned space (with locking door) to be made available for use by Government personnel in the Contractor's trailer with the following:

a. Two office desks with lockable drawers (60 inches by 30 inches, laminated top) and two swivel office chairs.

SECTION 01 50 02 Page 9

b. Fire resistant, five drawer, legal size, lockable filing cabinet.

c. A microwave oven and refrigerator.

3.5.2 Appearance of Trailer(s)

Trailer(s), used for both office and material storage purposes, shall be clean, neat exterior appearance and in good repair. Trailer(s) requiring exterior painting or maintenance will not be allowed on site until determined satisfactory by Contracting Officer.

3.5.3 Storage Area

Provide temporary six-foot high chain link fence for storage containers, trailers or sheds containing Government property. Fence posts may be driven. Ground chain link fence against lightning. Store Contracting Officer's property, owned materials and equipment within fenced storage area. Store small size Government property, equipment, tools, and materials in locked steel containers. No Government property and materials shall be stockpiled outside fence in preparation for next day's work. Park mobile equipment, tractors, wheeled lifting equipment, cranes, trucks, and like equipment, within fenced areas on weekends.

3.5.3.1 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment.

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion. Grass located within the boundaries of the construction site shall be mowed for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers shall be edged or trimmed neatly.

3.5.4 Waste Storage

Provide dumpsters or suitable debris containers. Prevent windblown trash;

cover as needed. Dispose of offsite when needed. Refer to Section

01 57 20 ENVIRONMENTAL PROTECTION.

3.5.5 Fuel Storage and Fueling Operations

Refer to Section 01 57 20 ENVIRONMENTAL PROTECTION. Provide light when fueling at night.

3.6 SECURITY PLAN

Provide site security person at all times when there are no on-site activities. Maintain 24-hour security during weekends and holidays. Site security shall include, but not be limited, to:

a. Limit vehicular access to authorized vehicles and personnel only.

b. Limit public access to travel along access road only. Access road shall be kept closed at all times except for passage of authorized personnel and vehicles.

SECTION 01 50 02 Page 10

c. Maintain a list of authorized personnel and subcontractors available at site offices.

d. Maintain a sign-in log documenting visitors, deliveries, and security incidents. Include date, name, address, company, time in and time out for each employee and visitor.

e. Check fenced areas, equipment, trailers on a daily basis. If damage is observed or vandalism is found report to Contracting Officer.

3.6.1 Visitors

No visitors will be allowed on site without knowledge of Contractor and permission of Contracting Officer. Direct visitors to report upon arrival to Contractor's Field Office for site safety and accident prevention briefing. Provide visitors appropriate protective equipment (i.e., ear plugs, safety glasses, etc.).

3.7 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, the Contractor shall furnish and erect temporary project safety fencing at the work site. The safety fencing shall be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 42 inches high, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. The safety fencing shall be maintained by the Contractor during the life of the contract and, upon completion and acceptance of the work, shall become the property of the Contractor and shall be removed from the work site.

3.8 CONSTRUCTION FENCING AND DANGER SIGNS

a. The Contractor shall furnish, install, and maintain fencing along the entire right-of-way lines. The fence shall be installed prior to construction. The fence shall be at least 4 feet in height.

Access gates (size and quantity determined by the Contractor) shall be provided to permit movement of machinery and equipment. The fence shall be grounded to reduce possibilities of electrical shock. The fence shall be maintained to restrain the public until completion of construction.

b. The Contractor shall furnish danger signs, as indicated on the sketch on the web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below, and post them on the fence at locations directed by the Contracting Officer. The signs shall be of the format, style, and minimum size indicated, shall be neatly and sturdily constructed, and shall be securely erected in a workmanlike manner to support the sign properly for the life of the contract. For work in Puerto Rico and the Virgin Islands, Contractor is required to post both the English and Spanish version of the sign. The signs shall be posted together.

c. Upon completion of construction and when so directed by the Contracting Officer, the fencing and signs shall be removed by the Contractor during the final cleanup process. The fencing and signs shall be disposed of by the Contractor in a manner satisfactory to the Contracting Officer.

SECTION 01 50 02 Page 11

3.9 CLEANUP

Construction debris, waste materials, packaging material and the like shall be removed from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways shall be cleaned away. Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above or at the supplemental storage area. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored. Refer to Section 01 57 20 ENVIRONMENTAL PROTECTION for solid waste and post construction cleanup.

3.10 RESTORATION OF STORAGE AREA

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

3.11 CONSTRUCTION FORMS AND DETAILS

See the "Construction Forms & Details" module at the following web address:

http://www.saj.usace.army.mil/About/Divisions-Offices/Engineering/Design-Branch/ Specifications-Section/

-- End of Section --

SECTION 01 50 02 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 NEPA Reference

1.3 QUALITY CONTROL

1.4 PERMITS AND AUTHORIZATIONS

1.5 SUBMITTALS

1.6 SUBCONTRACTORS

1.7 NOTIFICATION

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

3.1.1 General Project Environmental Design and Installation Criteria

3.1.1.1 Petroleum-Based Systems Environmental Design and

Installation Criteria

3.1.1.2 Sewage-Based Systems Environmental Design and Installation

Criteria

3.1.2 Protection of Land Resources

3.1.2.1 Work Area Limits

3.1.2.2 Solid Wastes

3.1.2.3 Fuel, Oil, and Lubricants

3.1.2.4 Hazardous Waste

3.1.2.5 Hazardous Materials

3.1.2.6 Disposal of Other Materials

3.1.3 Preservation and Recovery of Historic, Archeological, and

Cultural Resources

3.1.3.1 Applicable Law

3.1.3.2 Known Resources

3.1.3.3 Inadvertent Discoveries

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

3.1.4 Protection of Water Resources

3.1.4.1 Washing and Curing Water

3.1.4.2 Cofferdam and Diversion Operations

3.1.4.3 Monitoring of Water Areas

3.1.4.4 Turbidity

3.1.4.5 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Listed Species Protection

SECTION 01 57 20 Page 1

3.1.5.2 Manatee, Sea Turtle, and Whale Sighting Reports

3.1.5.3 Report Submission

3.1.5.4 Protection of Migratory Bird Species

3.1.6 Protection of Air Resources

3.1.6.1 Particulates

3.1.6.2 Odors

3.1.7 Protection of Sound Intrusions

3.2 POSTCONSTRUCTION CLEANUP

3.3 PRESERVATION AND RESTORATION OF LANDSCAPE AND MARINE VEGETATION

DAMAGES

3.4 INVASIVE AND NUISANCE SPECIES

3.4.1 Prevention of Invasive and Nuisance Species Transfer

3.4.2 Invasive and Nuisance Species Reporting

3.5 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.6 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 57 20 Page 2

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

This Section covers prevention of environmental damage as the result of construction operations under this contract and for those measures set forth in other Technical Requirements of these specifications. For the purpose of this specification, environmental damage is defined as the presence of hazardous, physical, chemical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; affect other species, biological communities, or ecosystems; or degrade the quality of the environment for aesthetic, cultural,…