Amendment_0005_.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

SF 30 CONTINUATION SHEET

Herbert Hoover Dike Rehabilitation Structure Replacements S-265 (KI-2) and S-266 (KI-1) Reconstruction, Okeechobee County, FLORIDA

W912EP-17-R-0006 2 Amendment 0005

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions 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. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this 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.

Changes to Specifications:

Volume 1 of 2 – Contract Documents:

N/A

Volume 2 of 2 – Technical Specifications:

DELETE Specification section 01 22 00 and REPLACE with the attached revised specification section 01 22 00.

DELETE Specification section 01 33 00 and REPLACE with the attached revised specification section 01 33 00. Submittal register remains unchanged.

DELETE Specification section 01 57 20 and REPLACE with the attached revised specification section 01 57 20.

2. DRAWINGS:

S-266 (KI-1) RECONSTRUCTION

DELETE Drawing No. C-23 and REPLACE with the attached revised Drawing No. C-23.

(End of Summary of Changes)

Herbert Hoover Dike Rehabilitation, Structure Replacements KI-1 (S-266) and KI-2 (S-265) Reconstruction

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 PAYMENT PROCEDURES

1.4.1 Lump Sum

1.4.2 Unit Price

1.5 LINE ITEMS

1.5.1 Access (Line Items 0001 and 0035)

1.5.2 Turbidity Monitoring (Line Items 0002 and 0036)

1.5.3 Earthen Cofferdam (Line Items 0003 and 0037)

1.5.4 Cofferdam Armoring (Line Items 0004 and 0038)

1.5.5 Cofferdam Seepage Protection (Line Items 0005 and 0039)

1.5.6 Dewatering (Line Items 0006 and 0040)

1.5.7 Excavation (Line Items 0007 and 0041)

1.5.8 Demolition (Line Items 0008 and 0042)

1.5.9 Sheetpile Scour Cutoff Walls (Line Items 0009 and 0043)

1.5.10 Mud Mat (Line Items 0010 and 0044)

1.5.11 Lakeside Headwall Reinforced Concrete (Line Items 0011 and

0045)

1.5.12 Lakeside Wing Walls Reinforced Concrete (Line Items 0012 and

0046)

1.5.13 Landside Headwall Reinforced Concrete (Line Items 0013 and

0047)

1.5.14 Landside Wing Walls Reinforced Concrete (Line Items 0014 and

0048)

1.5.15 Culvert Structure Reinforced Concrete (Line Items 0015 and

0049)

1.5.16 Lakeside Headwall Embedded Metals (Line Items 0016 and 0050)

1.5.17 Landside Headwall Embedded Metals (Line Items 0017 and 0051)

1.5.18 Miscellaneous Metals (Line Items 0018 and 0052)

1.5.19 Combination Slide/Flap Gate with Actuator (Line Items 0019 and 0053)

1.5.20 Manatee Screen/Debris Barrier (Line Items 0020 and 0054)

1.5.21 Embankment Fill (Line Items 0021 and 0055)

1.5.22 Soil-Bentonite Core (Line Items 0022 and 0056)

1.5.23 Chimney Drain, Drainage Blanket and Filter Collar (Line Items

0023 and 0057)

1.5.24 Limerock Surface (Line Items 0024 and 0058)

1.5.25 Asphalt Pavement (Line Items 0025 and 0059)

1.5.26 Restoration Riprap (Line Items 0026 and 0060)

1.5.27 Intake and Outlet Channel (Line Items 0027 and 0061)

1.5.28 Site Signage (Line Items 0028 and 0062)

W912EP-17-R-0006 SECTION 01 22 00 Page 1 AMD0005

1.5.29 Control Building (Line Items 0029 and 0063)

1.5.30 Electrical and Telecommunications Work and Equipment (Line

Items 0030 and 0064)

1.5.31 Sodding (Line Items 0031 and 0065)

1.5.32 Dual Leaf Gates (Line Items 0032 and 0066)

1.5.33 Abandonment Grouting (Line Item 0033)

1.5.34 Stilling Wells (Line Items 0034 and 0068)

1.5.35 Bypass Pumping Standby (Line Item 0067)

1.5.36 Bypass Pump Operation (Line Item 0069)

1.5.37 Contracting Officer's Field Office (Line Item 0070)

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

-- End of Section Table of Contents --

W912EP-17-R-0006 SECTION 01 22 00 Page 2 AMD0005

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 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 04 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 230 calendar days after award or 5 calendar days after Notice to Proceed , whichever is later :

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.

Utility Invoices

W912EP-17-R-0006 SECTION 01 22 00 Page 3 AMD0005

Submit invoices from the utility company indicating payment for services covered in the "Electrical Utilities" line item below.

Payment under this line item will not be made prior to submission of valid invoices to the Government. The Contractor will be reimbursed for costs indicated on these invoices only.

1.4 PAYMENT PROCEDURES

Payment items for the work in this contract on which the contract payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The 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. All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed item most closely associated with the work involved.

1.4.1 Lump Sum

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.

1.4.2 Unit Price

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 LINE ITEMS

Line items will be paid in accordance with the paragraph PAYMENT PROCEDURES above and as required below. The following line items are included in Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1:

1.5.1 Access (Line Items 0001 and 0035)

Lump sum payment will be made for costs associated with or incidental to clearing and grubbing; silt fence; cattle fence; and the construction, maintenance and removal of site access as indicated on the drawings. See Section 35 41 00 EMBANKMENT CONSTRUCTION.

1.5.2 Turbidity Monitoring (Line Items 0002 and 0036)

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.

W912EP-17-R-0006 SECTION 01 22 00 Page 4 AMD0005

1.5.3 Earthen Cofferdam (Line Items 0003 and 0037)

Lump Sum payment will be made for costs associated with or incidental to placement, maintenance and removal of earthen cofferdams and plugs.

1.5.4 Cofferdam Armoring (Line Items 0004 and 0038)

Unit price payment will be made for costs associated with or incidental to placement, maintenance and removal of import riprap, bedding stone, and geotextile. Measurement will be made by the area placed. The unit of measure is square yard.

1.5.5 Cofferdam Seepage Protection (Line Items 0005 and 0039)

Unit price payment will be made for costs associated with or incidental to placement, maintenance and removal of seepage protection, including Bedding Stone and geotextile. Measurement will be made by the area placed. The unit of measure is square yard.

1.5.6 Dewatering (Line Items 0006 and 0040)

Lump sum payment will be made for costs associated with or incidental to installation, operation, maintenance and removal of dewatering equipment and drainage facilities. This includes permitting and preparation of the Dewatering Work Plan.

1.5.7 Excavation (Line Items 0007 and 0041)

Lump sum payment will be made for costs associated with or incidental to excavation, transportation, and disposal of all materials not otherwise defined; excavation, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and disposal area(s); noise control; erosion control; and debris removal.

1.5.8 Demolition (Line Items 0008 and 0042)

Lump sum payment will be made for costs associated with or incidental to demolition, hauling, offsite disposal, and stockpiling of existing structures and features, including existing riprap and existing pavement, necessary to complete work as shown on the drawings.

1.5.9 Sheetpile Scour Cutoff Walls (Line Items 0009 and 0043)

Lump sum payment will be made for costs associated with or incidental to construction and completion of the sheetpile scour cutoff walls under the headwalls and the wingwalls on both sides of each culvert.

1.5.10 Mud Mat (Line Items 0010 and 0044)

Lump sum payment will be made for costs associated with or incidental to placement and completion of the unreinforced concrete mud mat required for the entire culvert structure foundation as shown on the drawings.

1.5.11 Lakeside Headwall Reinforced Concrete (Line Items 0011 and 0045)

Lump sum payment will be made for costs associated with or incidental to placement and completion of reinforced concrete required for the structure.

W912EP-17-R-0006 SECTION 01 22 00 Page 5 AMD0005

1.5.12 Lakeside Wing Walls Reinforced Concrete (Line Items 0012 and 0046)

Lump sum payment will be made for costs associated with or incidental to placement and completion of reinforced concrete required for the structure.

1.5.13 Landside Headwall Reinforced Concrete (Line Items 0013 and 0047)

Lump sum payment will be made for costs associated with or incidental to placement and completion of reinforced concrete required for the structure.

1.5.14 Landside Wing Walls Reinforced Concrete (Line Items 0014 and 0048)

Lump sum payment will be made for costs associated with or incidental to placement and completion of reinforced concrete required for the structure.

1.5.15 Culvert Structure Reinforced Concrete (Line Items 0015 and 0049)

Lump sum payment will be made for costs associated with or incidental to placement and completion of reinforced concrete required for the structure.

1.5.16 Lakeside Headwall Embedded Metals (Line Items 0016 and 0050)

Lump sum payment will be made for costs associated with or incidental to furnishing and installation of embedded metals required for bulkhead slots, sills and armors as shown on the drawings.

1.5.17 Landside Headwall Embedded Metals (Line Items 0017 and 0051)

Lump sum payment will be made for costs associated with or incidental to furnishing and installation of embedded metals required for bulkhead slots, sills and armors as shown on the drawings.

1.5.18 Miscellaneous Metals (Line Items 0018 and 0052)

Lump sum payment will be made for costs associated with or incidental to furnishing and installation of miscellaneous metals not paid for under the line item "Embedded Metals" above.

1.5.19 Combination Slide/Flap Gate with Actuator (Line Items 0019 and 0053)

Unit price payment will be made for costs associated with or incidental to furnishing and installation of combination slide/flap gates with actuators. Measurement will be by the number of gates installed. Unit of measure is each.

1.5.20 Manatee Screen/Debris Barrier (Line Items 0020 and 0054)

Unit price payment will be made for costs associated with or incidental to furnishing and installation of manatee screen/debris barriers.

Measurement will be by the number of screen/barriers installed. Unit of measure is each.

1.5.21 Embankment Fill (Line Items 0021 and 0055)

Unit price payment will be made for costs associated with or incidental to borrow, transportation, and placement of embankment or other fill to the lines and grades shown on the drawings for the L-48 Levee, final construction of the new S-265 and S-266 Structures and final restoration of the site; noise control; erosion control; and debris removal. Payment

W912EP-17-R-0006 SECTION 01 22 00 Page 6 AMD0005 under this line item includes compaction and placement of subgrades for roads, foundations and revetment, embankment and placement of topsoil.

Payment under this line item does not include Soil-Bentonite Core, Chimney Drain, Drainage Blanket, or Filter Collar.

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

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

The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (see Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The calculated volumes of features located between initial and final DTM and paid for under other line items will be deducted from the calculated volume between initial and final DTM. The unit of measure is cubic yard.

1.5.22 Soil-Bentonite Core (Line Items 0022 and 0056)

Lump sum payment will be made for costs associated with or incidental to borrow, transportation, mixing, placement and testing of Soil-Bentonite Fill to the lines and grades shown on the drawings; providing and maintaining access to the work site(s) and borrow area(s); noise control;

and debris removal.

1.5.23 Chimney Drain, Drainage Blanket and Filter Collar (Line Items 0023 and 0057)

Lump sum payment will be made for costs associated with or incidental to borrow, transportation, placement and testing of all components of the Chimney Drain, Drainage Blanket, Filter Collar and internal drainage system, including Filter Soil, Filter Gravel and drain pipe to the lines and grades shown on the drawings; providing and maintaining access to the work site(s) and borrow area(s); noise control; and debris removal.

1.5.24 Limerock Surface (Line Items 0024 and 0058)

Unit price payment will be made for costs associated with or incidental to processing, transportation, and placement of aggregate surface coarse (limerock) to the lines and grades shown on the drawings. Compaction and placement of the subgrade will not be paid for under this line item.

Measurement will be made by the area placed. The unit of measure is square yard.

W912EP-17-R-0006 SECTION 01 22 00 Page 7 AMD0005

1.5.25 Asphalt Pavement (Line Items 0025 and 0059)

Unit price payment will be made for costs associated with or incidental to placement of asphalt pavement. Measurement will be made by the area placed. The unit of measure is square yard.

1.5.26 Restoration Riprap (Line Items 0026 and 0060)

Unit price payment will be made for costs associated with or incidental to processing, transportation, and placement of permanent geotextile, bedding stone and import riprap on the restored embankment slope and the restored channel to the lines and grades shown on the drawings. Compaction and placement of the subgrade will not be paid for under this line item.

Measurement will be made by the area placed. The unit of measure is square yard.

1.5.27 Intake and Outlet Channel (Line Items 0027 and 0061)

Lump sum payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; excavation, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and disposal area(s); installation of the debris barriers bulkheads , associated grading; noise control; and, debris removal.

Lump sum payment will also be made for costs associated with or incidental to the earthwork required to excavate new intake and discharge channels, and to partially backfill the old KI-1 channel as part of the KI-1 in-place abandonment.

1.5.28 Site Signage (Line Items 0028 and 0062)

Lump sum payment will be made for costs associated with or incidental to furnishing and installation of site signage as shown in the drawings, including all necessary assemblies and appurtenances.

1.5.29 Control Building (Line Items 0029 and 0063)

Lump sum payment will be made for costs associated with or incidental to furnishing and installation of the control building.

1.5.30 Electrical and Telecommunications Work and Equipment (Line Items 0030 and 0064)

Lump sum payment will be made for costs associated with or incidental to furnishing and installation of electrical and telecommunication equipment including antenna and solar panel pole.

1.5.31 Sodding (Line Items 0031 and 0065)

Unit price payment will be made for costs associated with or incidental to placement and establishment of sod. Measurement will be made by the area placed. The unit of measure is square yard.

1.5.32 Dual Leaf Gates (Line Items 0032 and 0066)

Unit price payment will be made for costs associated with or incidental to installation of the electrically operated double leaf gate systems including gate hardware and accessories. Measurement will be by the number of gates installed. Unit of measure is each.

W912EP-17-R-0006 SECTION 01 22 00 Page 8 AMD0005

1.5.33 Abandonment Grouting (Line Item 0033)

Unit price payment will be made for costs associated with or incidental to fully grouting culverts to be abandoned. Measurement will be made by the pumped volume of grout required to fill the culverts. Unit of measure is cubic yard.

1.5.34 Stilling Wells (Line Items 0034 and 0068)

Lump sum payment will be made for costs associated with or incidental to furnishing and installation of stilling wells, including metal grates, pre-cast concrete piles, and hand-rails.

1.5.35 Bypass Pumping Standby (Line Item 0067)

Lump sum payment will be made for costs associated with or incidental to purchase and installation of bypass pumps and appurtenant equipment on standby (minimum of 3 pumps required). Pumps shall become Government property at the conclusion of the construction contract. Upon acceptance by the Government of substantial completion, Contractor shall transport (load, deliver, and unload) bypass pumps per the direction of the Contracting Officer to a location within 100 miles of the project site.

1.5.36 Bypass Pump Operation (Line Item 0069)

Lump sum payment will be made for costs associated with or incidental to operation of the bypass equipment including labor, material and equipment used to reposition, operate, maintain and secure bypass equipment after operation. Costs indicated under line item "Bypass Equipment Standby" will not be paid for under this line item. For purposes of bidding, Contractor shall assume 1440 hours of bypass pump operation.

1.5.37 Contracting Officer's Field Office (Line Item 0070)

Unit price 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.

Measurement will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract. Unit of measure is by month.

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", W912EP-17-R-0006 SECTION 01 22 00 Page 9 AMD0005 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 sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

W912EP-17-R-0006 SECTION 01 22 00 Page 10 AMD0005

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal

1.2.2 Transmittal

1.2.3 Submittal Descriptions (SD)

1.2.4 Approving Authority

1.2.5 Work

1.2.6 Contractor Reviewer

1.2.7 Primary Reviewer

1.2.8 Secondary Reviewer

1.2.9 Reviewer Codes

1.2.10 Review and Action Codes

1.2.11 Review Comments to Contractor

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved

1.4.2 Information Only

1.5 APPROVED SUBMITTALS

1.6 DISAPPROVED SUBMITTALS

1.7 WITHHOLDING OF PAYMENT

1.8 GENERAL

1.9 SUBMITTAL REGISTER

1.10 SCHEDULING

1.10.1 Avoiding Delays

1.11 TRANSMITTAL FORM (ENG FORM 4025)

1.11.1 Approving Authority Review Codes

1.12 SUBMITTAL PROCEDURES

1.12.1 Reviewing, Certifying, Approving Authority

1.12.2 Procedures

1.12.3 Number of Copies or Samples

1.12.4 Identifying Submittal Items and Transmittals

1.12.5 Submittal Format

1.12.5.1 Format for Shop Drawings

1.12.5.2 Format for Construction Drawings

1.12.5.3 Format for Computer Aided Design (CAD) Drawings

1.12.5.4 Administrative Submittal Items Format

1.12.5.5 Operation and Maintenance Data

1.12.6 Deviations

1.12.7 Considering Variations

1.12.8 Proposing Variations

1.12.9 Warranty Variations

1.12.10 Electronic Correspondence

1.13 CONTROL OF SUBMITTALS

1.14 GOVERNMENT APPROVED SUBMITTALS

W912EP-17-R-0006 SECTION 01 33 00 Page 1 AMD0005

1.15 INFORMATION ONLY SUBMITTALS

1.16 REQUEST FOR INFORMATION (RFI)

1.17 SUBMITTAL REGISTER

1.18 STAMPS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

W912EP-17-R-0006 SECTION 01 33 00 Page 2 AMD0005

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

This section describes submittal procedures in Jacksonville District contracts using Quality Control System submittal procedures in accordance with Section 01 45 04 CONTRACTOR QUALITY CONTROL. It covers submittal item identification, number of copies, review periods, quality control review, QC/QA reviewer coding, and transmittal tracking procedures using Quality Control System (QCS)/Resident Management System (RMS) shared data base. Contractor shall use QCS software to identify, track and transmit submittal items.

1.2 DEFINITIONS

1.2.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.2.2 Transmittal

This is a routine contract correspondence action using a transmittal form (ENG Form 4025) to send submittal items to the Government. The QCS "Transmittal Log" module uses data base entry to create a hard copy of ENG Form 4025.

1.2.3 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Preconstruction submittals shall be submitted no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later.

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

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Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

1.2.4 Approving Authority

Office authorized to approve submittal.

1.2.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2.6 Contractor Reviewer

Contractor employee performing quality control review on submittal items.

1.2.7 Primary Reviewer

Initial Government reviewer is usually among construction field personnel who perform quality assurance review on submittal items.

1.2.8 Secondary Reviewer

Secondary Government reviewer is usually an in-house designer or Architect/Engineer (A/E) firm hired to perform "engineering during construction". This is a submittal reviewer for design critical "G" submittal items. Secondary Reviewers may also be specialized district staffs such as safety or environmental specialists, users, or operations and maintenance reviewers. Secondary Reviewers are advisors to Approving Authority.

1.2.9 Reviewer Codes

Two and three letter codes used to identify Government primary and secondary reviewer on submittal register are as follows:

PO -- Construction Project Office RO -- Construction Resident Office AO -- Construction Area Office DO -- Jacksonville District Office AE -- Architect Engineer Contractor providing engineering during construction

1.2.10 Review and Action Codes

Reviewer code letters A,B,C,E,F,G and X are used by Contractor QC Staff and Government Primary and Secondary Reviewers to indicate approval, acceptance or rejection of a submittal item.

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1.2.11 Review Comments to Contractor

ENG Form 4025, Section III is generated in Resident Management System, and contains consolidated remarks for Primary and Secondary Reviewers. When RMS exports to QCS, "Review Comments to Contractor" will electronically update. A hard copy of ENG Form 4025, Part III is attached to a submittal item when returned.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. 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

Export File ; G, RO

As part of the initial project schedule, review and correct the "Submittal Register". Provide the corrected "Submittal Register" as part of first QCS export file to the Government.

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 Information Only

All submittals not requiring Government approval will be for information only. "Information Only" submittal items shall be reviewed, coded and approved by the Contractor. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

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1.6 DISAPPROVED SUBMITTALS

Make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.7 WITHHOLDING OF PAYMENT

No payment for materials incorporated in the work will be made if required approvals have not been obtained until it is determined by the Contracting Officer that materials meet contract requirements.

1.8 GENERAL

The Contractor shall make submittals as required by the specifications using the QCS software "Transmittal Log". The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to transmittal, all items shall be checked and approval coded by the Contractor's Quality Control (CQC) System Manager, and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.9 SUBMITTAL REGISTER

At the end of this section is a submittal register showing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Submittal Register using QCS/RMS is a shared electronic database constantly updated by both Government and Contractor. The Government will provide initial RMS export file to populate the QCS submittal register in electronic format. This list may not be all inclusive, and additional submittals may be required. Examine contract drawings and specifications, verify QCS data, and add required submittal items. The Contractor's initial update to the submittal register shall be made prior to submission of the initial project schedule. The Contractor can print or e-mail QCS/RMS generated current Submittal Register ENG Form 4288, and Transmittal Log as QCS reports.

Submittal and Transmittal status are updated with each RMS/QCS data file exchange.

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1.10 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. QCS requires the Contractor to schedule and transmit submittal items from one Section together. Certifications to be submitted with drawings shall be scheduled. Schedule submittals with sufficient time to obtain a Government response prior to delivery of applicable equipment and materials, and commencement of applicable work. The Contractor assumes risk for applicable deliveries and work performed prior to receipt of a Government response to a submittal which requires no resubmission as indicated in the clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION of Section 00700 CONTRACT CLAUSES of Volume 1. Unless otherwise indicated in specific paragraphs governing each submittal, allow QC/QA review periods from date of receipt by Approval Authority in the schedule as follows:

Information Only - Contractor QC Review - 10 Calendar Days "G" - Government QA Review - 30 Calendar Days

The Government has the number of calendar days indicated above from the date a transmitted "G" submittal item is received to review, code and return comments. The Contractor shall resubmit disapproved submittal items (codes C, D, E, G or X) within 10 calendar days after return. No delay damages or time extensions will be allowed for time lost caused by late submittals.

1.10.1 Avoiding Delays

Notify the Contracting Officer immediately when procurement or construction delays due to submittal review are possible.

1.11 TRANSMITTAL FORM (ENG FORM 4025)

These forms are included in the QCS software. Use the QCS transmittal log to generate "ENG Form 4025 - Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer's Certificates of Compliance" to transmit submittal items to the Government. EN Form 4025R has three sections as follows:

Section I - "Request for Approval of the Following Items" is initiated by the Contractor.

Section II - "Approval Action" combined with a review code in column "For CE Use Code" indicates submittal item acceptance or rejection by Approving Authority.

Section III - Government Review Remarks.

This form shall be properly completed using QCS software to fill out all the heading blank spaces and identify each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph or sheet number of the contract drawings pertinent to the data submitted for each item.

1.11.1 Approving Authority Review Codes

The Contractor shall use QCS to act as Approving Authority to code FIO submittals. The Government will use RMS to prepare reviewer comments and

W912EP-17-R-0006 SECTION 01 33 00 Page 7 AMD0005 code "G" submittal items. These comments and coding will update QCS when the .RFX file update is imported by the Contractor from the QCS SFTP repository. The action codes are as follows ("Resubmit" in parentheses means the Contractor is required to resubmit):

A -- Approved as submitted (Complete) B -- Approved, except as noted on drawings (Complete) C -- Approved, except as noted on drawings (Resubmit) D -- Returned by correspondence (Complete) E -- Disapproved (See Attached and Resubmit) F -- Receipt Acknowledged (Completed) G -- Other (Specify Action in Detail; Resubmittal may be required) X -- Receipt Acknowledged, does not comply (Resubmit)

1.12 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

1.12.1 Reviewing, Certifying, Approving Authority

The Contractor shall perform QC review of all submittal items, and certify for compliance or note submittal item is a variation. Approving authorities are as follows:

"G" - Government will approve "G" submittal items.

Information Only - Contractor shall approve "Information Only" submittal items.

The Government reserves the right to perform quality assurance on an "Information Only" submittal even after it has been approved by the Contractor's Approving Authority. See paragraph INFORMATION ONLY SUBMITTALS below.

1.12.2 Procedures

The Contractor shall furnish submittals required by contract and transmit them to the Contracting Officer using ENG Form 4025 as contract transmittal form. Transmit all submittals to the address provided by the Resident Engineer prior to the Preconstruction Conference. The address may also be provided by contacting the area office indicated in Page 00010-2 of the Standard Form 1442.

1.12.3 Number of Copies or Samples

Transmit three (3) hard copies and three (3) soft copies of "G" submittal items and three (3) hard copies and three (3) soft copies of "Information Only" submittals to Contracting Officer. Each transmittal of a set of hard copy submittal items shall have a coded and signed hard copy of a QCS generated ENG Form 4025. Soft copy submittal items shall be transmitted on CD-ROM in PDF format unless otherwise approved by the Contracting Officer. Only one transmittal shall be transmitted per CD-ROM. The Contractor shall attach a signed copy of ENG Form 4025 on each CD-ROM disk case, mark the contract and transmittal numbers on each CD-ROM disk, and include a PDF of the signed ENG Form 4025 on each CD-ROM.

1.12.4 Identifying Submittal Items and Transmittals

QCS creates a unique number using section number and generated number (01 30 00-X) for each submittal item. Also, QCS creates a unique number

W912EP-17-R-0006 SECTION 01 33 00 Page 8 AMD0005 for each transmittal using section number and a number assigned by the Contractor (01 33 00-XXXXX). The Contractor assigned numbers are not consecutive and may be an activity number from the procurement schedule.

Attach a QCS generated ENG Form 4025 to each set and copy of submittal items. Identify each sample submittal item with project title, contract number, section/submittal item number, name, address and phone number of Contractor's point of contact.

1.12.5 Submittal Format

1.12.5.1 Format for Shop Drawings

Paper copies of shop drawings shall be ANSI standard sizes A, B, C or E (8.5"x11", 11"x17", 17"x22" or 34"x44" respectively). Each drawing shall have a right side margin information block similar to contract drawings with project title, contract number, contractor/supplier names, section/submittal item number, drawing title, number and date, revision date, and approval box. Units shall be the same as those in contract drawings. Dimensions shall be to the scale shown or noted as "Not to Scale" (NTS).

1.12.5.2 Format for Construction Drawings

Construction drawings are large sized shop drawings for complex structures and systems, layout of site temporary construction (dewatering), mapping access, and land use descriptions. When required, prepare construction drawings on ANSI standard sizes C (17"x22") or E (34"x44") as directed by the Contracting Officer. The layout of construction drawings shall be as indicated in subparagraph "Format for Shop Drawings" above.

1.12.5.3 Format for Computer Aided Design (CAD) Drawings

CAD drawings may be transmitted on CD-ROM if approved by the Contracting Officer. The Contractor shall transmit the same number of CD-ROM disks as the number of hard copies required. Attach a copy of ENG Form 4025 on each CD-ROM disk case, and mark the contract and transmittal numbers on each CD-ROM disk. One paper copy of drawings shall be included with each set of CD-ROM disks transmitted.

1.12.5.4 Administrative Submittal Items Format

When an administrative submittal becomes part of the contract or project record, use 8.5"x11" pages for text and 11"x17" sheets for drawings. Use a table of contents with tabs for large submittal items. Use loose leaf binder or binder fastener to allow for disassembly, and addition of documents.

1.12.5.5 Operation and Maintenance Data

See Section 01 78 23 OPERATION AND MAINTENANCE DATA.

1.12.6 Deviations

Deviations are also known as "variations" from the contract requirements.

Variations require Government approval, and will be considered when beneficial to the Government. An "Information Only" submittal item becomes a "G" submittal item requiring Government review and approval when a variation is proposed. When QCS variation block is checked, explain why the variation should be accepted in place of the specified item in

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"Remarks to Government". The "Remarks to Government" will populate the ENG Form 4025R "REMARKS" block. The variation will become a modification to contract requirements if it is approved by the Contracting Officer.

Approved variations may require adjustments to contract price for increased (basic change document) or decreased (Government's credit) costs, and construction time. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.12.7 Considering Variations

Discuss proposed variations with the Contracting Officer prior to submission. Ensure function and quality requirements are met. Submit proposed variation as a Value Engineering Change Proposal (VECP) if it is likely to result in lower cost. See the clause VALUE ENGINEERING - CONSTRUCTION of Section 00700 CONTRACT CLAUSES of Volume 1.

1.12.8 Proposing Variations

Use QCS Transmittal Log to identify submittal items as variations. In "Remarks to Government", describe what the proposed variation is, how it differs from the contract, and why it is desirable and beneficial to the Government. Include estimate of cost savings if lower cost is a benefit.

1.12.9 Warranty Variations

Use the QCS transmittal log "Remarks to Government" to warrant that the variation submitted for approval will be compatible with other work if incorporated.

1.12.10 Electronic Correspondence

All correspondence and contract related documents shall be submitted in searchable Adobe Portable File format (PDF) with the only exceptions being those stated at the end of this paragraph. Any documents that require signature shall be submitted in PDF format with signature. Minimum scan quality shall be 150 dpi. The Contracting Officer will discuss electronic correspondence procedures at Preconstruction and Coordination Meetings.

These procedures may include sending files by e-mail, submitting on electronic media such as compact disks, a Contractor provided FTP site, a website indicated by the Contracting Officer at the Preconstruction Conference, or other methods approved by the Contracting Officer. The Contractor shall be responsible for the cost of the electronic media.

Examples of correspondence and contract related documents that must be submitted in PDF format include, but are not limited to, Contractor serial letters, notifications to Contracting Officer, requests for equitable adjustment, change requests, claims, Contract Modifications (SF 30), QC Reports, RFIs, pay requests, meeting minutes, insurance certificates, schedules, shop drawings, submittals and ENG 4025 transmittal forms and supporting data. QC Reports will include all required attachments including QC Test Reports. For all concrete placement, QC reports shall include all related information of mixture quantities to include scanned original truck tickets and DOT standard information with the measurement of all constituent materials including cementitious materials, each size of aggregate, water, and admixtures. For concrete thermistor data, in addition to pdf, include electronic Excel file format with tables and graphs for all concrete structures.