B.08.03 Amendment 0004 - Ponce de Leon.pdf

W32CS500072839

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Ponce de Leon Inlet, North Jetty Rehabilitation and Aid to Navigation Replacement, Volusia County, Florida

A. See continuation sheet for amendment details B. Proposal response date has changed from 28 May 2020 to 02 June 2020 at 2:00PM, Local Time C. All other terms and conditions remain unchanged

1. CONTRACT ID CODE PAGE OF PAGES

J 1 33

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

16C. DATE SIGNED

BY 21-May-2020

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EP20R0008

X 9B. DATED (SEE ITEM 11)

30-Mar-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-May-2020

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

Ponce de Leon Inlet, North Jetty Rehabilitation and Aid to Navigation Replacement Volusia County, Florida

W912EP20R0008 2 Amendment 0004

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Text changes have been updated with additions noted by underlined text (green in PDF) and deletions noted by line/cross-outs (red in PDF) except in the Submittal Register. These text changes pertain only to changes made by this amendment.

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

DELETE Submittal Register and REPLACE with the attached revised Submittal Register.

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

2. DRAWINGS: No change to drawings.

(End of Summary of Changes)

Ponce de Leon Inlet, North Jetty Rehabilitation And Aid to Navigation Replacement

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 Mobilization and Demobilization (Line Item 0001)

1.4.2 Aid to Navigation Base (Line Item 0005)

1.4.3 Aid to Navigation (Line Item 0006)

1.4.4 Environmental Species Monitoring (Line Item 0007)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Armor Stone

1.5.1.1 Covered Line Items

1.5.1.2 Payment

1.5.1.3 Measurement

1.5.1.4 Unit of Measure

1.5.2 Standby Time (Line Item 0008)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Partnering Regroup (Line Item 0009)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1 W912EP20R0008 Amendment 0004

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 2

SD-07 Certificates

Request for Progress Payment ; G, RO

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

Weight Scales ; G, RO

For all weight scales used to weigh materials brought to the site for incorporation in this project, Certificates of Calibration testing shall be provided by the Contractor.

Weight Slips ; G, RO

The Contractor shall submit the original weight slips signed by the stone supplier's representative for each load of stone brought to the site for use on the project. Include the quantity of stones weighed in each load.

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 Mobilization and Demobilization (Line Item 0001)

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

1.4.2 Aid to Navigation Base (Line Item 0005)

Payment will be made for all costs associated with or incidental to construction of a new concrete base for the Aid to Navigation. A

SECTION 01 22 00 Page 3 photograph of the previous navigation aid at the seaward extent of the jetty is shown in the drawings.

1.4.3 Aid to Navigation (Line Item 0006)

Payment will be made for all costs associated with or incidental to construction of a new Aid to Navigation. A photograph of the previous navigation aid at the seaward extent of the jetty is shown in the drawings.

1.4.4 Environmental Species Monitoring (Line Item 0007)

Payment will be made for costs associated with or incidental to all environmental species monitoring indicated 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

1.5.1.1 Covered Line Items

Armor Stone A (Line Item 0002) Armor Stone B (Line Item 0003) Armor Stone C (Line Item 0004)

1.5.1.2 Payment

Payment will be made for costs associated with or incidental to reworking of existing stone, and furnishing, delivering and installing new armor stone materials required for repairing the jetty as shown on the drawings, and as specified in Section 35 31 19 ARMOR STONE FOR JETTY REPAIR.

Included in the unit cost is sampling and evaluation test section work (field quality control), providing and maintaining access to the work site(s), and noise control, barricades and signs, debris removal, obstruction of channel avoidance, dive reports, and surveys.

The Government will pay the contractor progress payments for that tonnage of stone delivered to the storage/staging area at 50 percent of the CLIN unit-price. The remaining 50 percent payment will be made upon final in-place acceptance by the Contracting Officer as verified by Government survey (see next subparagraph "Measurement" below). Payment will not be made for excess stone, unsuitable stone, or materials placed beyond the boundary of the rehabilitation areas shown on the drawings. If the initial 50 percent payment was already made for excess stone, unsuitable material, or misplaced stone, this payment amount will be deducted from future progress payments or final payment by utilizing weight slips signed

SECTION 01 22 00 Page 4 by the armor stone supplier's representative. New stone placed completely above or partially above the tolerance limits indicated in the drawings will be evaluated and determined by the Contracting Officer to either be reworked to be below the tolerance limits at no additional cost to the Government or deducted from payment.

Deduction of payment will only be for entire stones, and not for portions of stones that are above the tolerance limit. If there is excess stone for a Work Area that is unable to fit within the tolerance, and the Contractor has not yet qualified for all of the estimated tonnage agreed upon following the pre-construction survey (as described in Section 01 11 00 SUMMARY OF WORK, paragraph PRE-CONSTRUCTION CROSS SECTIONS), then the Contractor shall receive payment for the excess stone (up to the agreed amount). The Contractor will place the excess stone along the jetty at a location directed by the Contracting Officer.

1.5.1.3 Measurement

The total amount of material to be paid for under this item shall be measured by the ton with certified calibrated weight scales. Certificates of calibration for weight scales shall be provided by the Contractor. The Contractor shall weigh stone brought to the site, using certified weight scales, and shall provide to the Contracting Officer the original weight slips signed by the stone supplier's representative for each load. These signed weight slips shall also include the quantity of stones, and will be used as a basis of payment for this item. The Contractor shall ensure a means to track the weight of each unsuitable and rejected stone at the project site, for deduction from initial partial payment.

For stones placed above or partially above the tolerance limit, please see previous subparagraph "Payment" above for direction.

If the new stone is unable to be identified, the weight of the stone will be determined by field inspection measurements by the Contracting Officer. The volume of the stone will be determined by multiplying the stone's measured volume by the density of the stone (165 lb/cf), and then divided by 2,000 lb/ton to calculate tonnage. The volume will be calculated by measuring at least three representative sides of the stone to determine the stone's nominal diameter. The volume is calculated using the nominal diameter as input into the general equation for a sphere.

In place acceptance shall be determined by Government survey of no more than four (4) separate surveys of acceptance sections during the performance period. The limits of these acceptance sections shall be determined by the Contractor prior to the commencement of construction.

When the area is found to be in a satisfactory condition, it will be accepted. Should more than four (4) Government surveys be required, the cost of each additional survey will be charged against the Contractor at the rate of $20,000 per survey. The Contractor shall give seven (7) calendar days advance notice, in writing, to the Contracting Officer's Representative of the need to perform the acceptance surveys.

1.5.1.4 Unit of Measure

Ton.

SECTION 01 22 00 Page 5

1.5.2 Standby Time (Line Item 0008)

1.5.2.1 Payment

Standby time is defined as when the plant and equipment is not in operation at the direction of the Contracting Officer or Administrative Contracting Officer yet remains on-site. Standby time will be utilized only due to the presence of endangered species in the immediate area of operations, differing site conditions, security operations or other conditions as determined by the Contracting Officer. Standby time is not afforded for delays caused by adverse weather conditions. This line item is not subject to the variation in estimated quantity clause and payment will only be made for actual standby time required by the Contracting Officer. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item. See Section

01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Standby Time, if required and implemented as described in payment above, will be measured and paid for each hour or part thereof in 1/10 hour increments, or 6 minute intervals, that the plant is not in operation by request of the Contracting Officer or the Administrative Contracting Officer.

1.5.2.3 Unit of Measure

Hour.

1.5.3 Partnering Regroup (Line Item 0009)

1.5.3.1 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.

1.5.3.2 Measurement

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

1.5.3.3 Unit of Measure

Each.

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.

SECTION 01 22 00 Page 6

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. Current as-built drawings.

Once the complete and accepted (by the Contracting Officer) pay application package is received, including the Contractor's signed ENG 93, the 14 calendar days will commence. The Contracting Officer may ask the Contractor to revise, re-date, and re-submit (including through RMS) any progress payment as necessary. Once the complete pay application package previously accepted by the Contracting Officer is received, to include the Contractor's signed ENG 93, the 14 calendar days will commence.

3.1.2 Options and Modification CLINS

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

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

-- End of Section --

SECTION 01 22 00 Page 7

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 9 PAGES

Ponce de Leon Inlet North Jetty Rehab./Aid to Nav. Rep. (Am 0004)

01 11 00 SD-02 Shop Drawings

1.8 G ROPre-Construction Photographic

Survey Report

1.9 G ROPre-Construction Cross-Sections

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

SD-07 Certificates

3.1.1 G RORequest for Progress Payment

1.5.1.3 G ROWeight Scales

1.5.1.2 G ROWeight Slips

1.5.1.3 G ROWeight Slips

01 30 00 SD-01 Preconstruction Submittals

Draft Joint Risk Register

List of Subcontractors

SD-07 Certificates

G ROPartnering Meeting(s) Written

Synopsis

Signature Authority

Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.3 G ROProject Scheduler Qualifications

3.4.1 G ROPreliminary Project Schedule

3.4.2 G RORMS Schedule

3.6.2 G ROPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

G ROExport File

SUBMITTAL REGISTER

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01 35 25 SD-01 Preconstruction Submittals

G RODive Operations Plan

SD-07 Certificates

G RODive Personnel Qualifications

01 35 26 SD-01 Preconstruction Submittals

1.7 G DOAccident Prevention Plan (APP)

1.16 G DOAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12.1Mishap Notification

1.12.2 G DOAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.4Crane Operators/Riggers

1.7.2.2 G ROStandard Lift Plan

1.7.2.3 G DOCritical Lift Plan

1.7.2.4 G DONaval Architecture Analysis

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

01 45 04 SD-01 Preconstruction Submittals

3.2 G ROContractor Quality Control (CQC)

Plan

G ROInitial Work Schedule

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01 45 04 3.7.2 G ROLaboratory Qualifications

3.2.2Letter of Authority

01 50 02 SD-01 Preconstruction Submittals

G ROMobilization/Demobilization Plan

3.6 G ROSecurity Plan

G DOVegetation Protection and

Restoration Plan

G RODocumentation of Existing

Conditions

1.6.1 G ROAlternate Staging Area

SD-02 Shop Drawings

3.5Contractor's Temporary Facilities

Temporary Electric Drawings

01 54 50 SD-01 Preconstruction Submittals

1.3.4Inspections and Certifications

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

SD-06 Test Reports

G DOPre-Construction Piping Plover

And Rufa Red Knot Survey(S)

SD-07 Certificates

G DOMarine Turtle Nesting Monitor

And Relocation Qualifications

G DOMarine Animal Observer

Qualifications

G DOBird Monitoring Qualifications

SUBMITTAL REGISTER

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01 57 20 SD-11 Closeout Submittals

3.1.5.8Protected Species Summary

Report

G DOLogs/Summary Of Marine Turtle

Nesting And Relocation

G DOMarine Animal Observation

Report

Logs/Summary of Bird Nesting

Monitoring

Invasive And Nuisance Species

Report

01 71 23 SD-01 Preconstruction Submittals

1.4.1 G ROProfessional Surveyor and

Mapper (PSM)

G DOSurvey Plan

SD-11 Closeout Submittals

3.2Record Drawings

3.3 G ROAs-Built Cross-Sections

03 31 29 SD-02 Shop Drawings

1.4.2.1Reinforcing Steel

1.4.2.2Formwork

Construction Joints

SD-03 Product Data

Materials For Curing Concrete

2.2.4Non-Shrink Grout

2.2.4Non-Shrink Grout

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03 31 29 Reinforcement Supports

3.4.5 G ROConstruction Joint Treatment

SD-05 Design Data

1.4.1Mixture Design

1.4.4.7Mixture Design

SD-06 Test Reports

1.4.3.1Concrete Mixture Proportions

1.4.3.2Fly Ash

1.4.3.2Natural Pozzolan

1.4.3.3Ground Iron Blast Furnace Slag

1.4.3.4Silica Fume

Accelerators

1.4.3.5Aggregates

1.4.3.6Admixtures

1.4.3.7Fiber Reinforced Concrete

1.4.3.8Cement

1.4.3.9Water

1.4.3.10Reinforcement

SD-07 Certificates

1.4.4.1Curing Concrete Elements

1.4.4.2Form Removal Schedule

1.4.4.3Concrete Placement And

Compaction

2.2.4Non-Shrink Grout

2.2.4Non-Shrink Grout

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03 31 29 1.4.4.4Silica Fume Manufacturer's

Representative

1.4Quality Assurance

1.4.4.5Quality Assurance

1.4.4.6Field Testing Technician And

Testing Agency

1.4.1Mixture Design

1.4.4.7Mixture Design

05 50 15 SD-02 Shop Drawings

2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

SD-03 Product Data

2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

G DOAnchor Bolts

G DOThreaded Rod

SD-06 Test Reports

2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

06 50 14 SD-01 Preconstruction Submittals

1.4.1 G DOQualification of Manufacturer

1.4.2 G DOQualification of Engineer of

Record

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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ITEM SUBMITTED

P A R A G R A P

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G O V T

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06 50 14 SD-03 Product Data

1.5Manufacturer's Catalog Data

SD-06 Test Reports

G DOUltraviolet Testing

06 71 33 SD-01 Preconstruction Submittals

1.4.1 G DOQualification of Manufacturer

1.4.2 G DOQualification of Engineer of

Record

SD-02 Shop Drawings

1.4.2 G DOFabrication and Installation

Drawings and Details

SD-03 Product Data

1.2.1Manufacturer's Catalog Data

SD-05 Design Data

G DOLadder Design

SD-06 Test Reports

2.1.1 G DOThermal Expansion

2.1.1 G DOUltraviolet Testing

SD-08 Manufacturer’s Instructions

1.5Manufacturer's

Recommendations

06 73 01 SD-03 Product Data

2.1.1FRP Grating

2.1.2 GFasteners, Clips And Anchorage

SD-11 Closeout Submittals

3.3Manufacturer's Warranty

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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06 82 14 SD-01 Preconstruction Submittals

1.3.1 G DOQualifications of Manufacturer

1.3.2 G DOQualifications of Engineer of

Record

SD-02 Shop Drawings

1.3.2 G DOInstallation Drawings

SD-03 Product Data

2.1.2 G DOFRP Pipe and Tube

2.1.2 G DORailings/Guards

2.1.2 G DOAnchorage Materials

SD-05 Design Data

G DORailing Design

SD-06 Test Reports

2.1.3 G DOUltraviolet Test Reports

SD-07 Certificates

1.3.1 G DOProof of Certification from a

minimum of two quality assurance programs for its facilities or products (UL, DNV, ABS, USCG, AARR)

35 31 19 SD-02 Shop Drawings

1.7 G DOStone Source

1.4 G DOWork Plan

1.7.4 G DODelivery Method

1.8.1 G DOStone Material Quality Control

(SMQC)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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35 31 19 G DOPedestrian Protection Plan

G DOProgress Map

SD-04 Samples

1.5 G DODemonstration Stockpiles

SD-06 Test Reports

G DOBulk Specific Gravity

1.6.2 G DOGradation Test

2.3 G DOEvaluation Testing of Stone

G DOJetty Demonstration Section

SD-07 Certificates

1.7.1 G DOStone Material Quality Control

(SMQC) Supervisor

1.8.2 G DOStone Material Quality Control

(SMQC) Supervisor

G DOConstruction Personnel

Qualifications

1.6.1 G DOWeekly Certificate

1.8.1.1 G DOWeekly SMQC Inspection/SMQC

Inspector Schedule

1.6.1 G DOSMQC Daily Inspection

Certificates

1.8.1.2 G DOSMQC Daily Inspection

Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

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A S S I F I C A T I O N

G O V T

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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 BRIDGE-TO-BRIDGE COMMUNICATION

1.6 WORK AND ACCESS DATA

1.6.1 Staging and Access Areas

1.6.1.1 Existing Conditions Documentation and Post Construction

Restoration

1.6.2 Contractor Responsibilities

1.7 ADJACENT PROPERTY AND STRUCTURES

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Project Identification and Safety Signs

2.1.3 Construction Forms and Details

2.1.4 Warning Signs

2.1.5 Haul Road Traffic and Construction Warning Signs

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.2 Barricades

2.3 TEMPORARY FENCING

2.3.1 Polyethylene Mesh Safety Fencing

2.3.2 Chain Link Panel Fencing

2.3.3 Post-Driven Chain Link Fencing

2.4 TEMPORARY WIRING

2.5 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

SECTION 01 50 02 Page 1

3.2.5 Utility Lines

3.2.6 Electric Power

3.3 PROTECTION AND MAINTENANCE OF TRAFFIC

3.4 MAINTENANCE OF HAUL AND ACCESS ROADS

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Contractor Field Office

3.5.1.1 Office Space for Government Personnel

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

3.7 ACCOMMODATIONS AND MEALS FOR INSPECTORS

3.8 CLEANUP

3.9 RESTORATION OF STORAGE AREA

-- 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 ; G, RO

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

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 ; G, RO

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

Vegetation Protection and Restoration Plan ; G, DO

Prior to clearing for access, the Contractor shall submit a Vegetation Protection and Restoration Plan which will describe the

SECTION 01 50 02 Page 4 methods to be used for protection of vegetation that is not to be disturbed or otherwise impacted, and include restoration measures for vegetation cleared from access areas and in the event of the accidental damage to, or destruction of, said vegetation.

Documentation of Existing Conditions ; G, RO

Before beginning any mobilization or work, survey the site and photo-document the work area including all staging areas, haul routes, parking areas, and vegetation. Include in the record conditions of roadways, utilities, and other site features, and the location and extent of existing damage prior to starting work. It is the Contractor's responsibility to document all pertinent existing conditions that may affect the subject property.

Alternate Staging Area ; G, RO

See subparagraph "Staging and Access Areas" below.

SD-02 Shop Drawings

Contractor's Temporary Facilities

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.

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.

SECTION 01 50 02 Page 5

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 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 BRIDGE-TO-BRIDGE COMMUNICATION

In order that radio communication may be made with passing vessels, all dredges/marine equipment engaged in work under this contract shall be equipped with bridge-to-bridge radio telephone equipment. The radio equipment shall operate on a single channel very high frequency (VHF), FM, on a frequency of 156.55 MC per second with low power output having a communication range of approximately ten miles. The frequency has been approved by the Federal Communications Commission. Channels #13 and #16 must be monitored at all times.

1.6 WORK AND ACCESS DATA

1.6.1 Staging and Access Areas

The Contractor is responsible for obtaining and coordinating staging areas and submitting for Contracting Officer's approval. Access areas are shown on the contract drawings that have been identified for the Contractor's use. 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. In addition to the staging area shown on the drawings, partial payment may be made for stone stored at an one alternate staging area identified by the Contractor. The additional staging area will be subject to the approval of the Contracting Officer. Approval for an alternate staging area to be used as the location for partial payment as described in Section 01 22 00 MEASUREMENT AND PAYMENT, subparagraph "Armor Stone", will be based upon, but not limited to, proximity to the project site (not greater than 100 miles), ease of transport to the job site (limited handling), and security of the site. Limited handling capability and security of the Contractor's proposed alternate staging area will be solely determined, accepted or rejected by the Contracting Officer upon the review of the Contractor's submittal detailing the proposed alternate staging area. Any damage to materials after acceptance at said staging area will be rejected at the project site and weight deducted from

SECTION 01 50 02 Page 6 payment. The Contractor shall include in the alternate staging area submittal a means to clearly identify methods as to how damaged stone would be identified and tracked if deduction is necessary. In addition, the submittal shall address the handling (removal from site) of the site-rejected stone.

1.6.1.1 Existing Conditions Documentation and Post Construction Restoration

At all access sites and staging areas to be used, the Contractor shall:

a. Photo-document the condition of all such areas prior to disrupting the site.

b. Limit access width through existing vegetation to 20 feet or less.

c. Replace any fencing, signage, curbing, or any other structural features disturbed by the Contractor's activities.

d. Restore and revegetate the access route with native dune plants to the pre-project condition subject to the approval of the Contracting Officer. Revegetation of access and staging areas shall be with sod (non-dune areas) or viable plant units (dune areas) at 18-inch maximum spacing with species and diversity equivalent to preconstruction conditions. Revegetation shall include a survival warranty of 90 percent of the plant material for 90 days. Vegetation shall be installed with fertilization and irrigation, or with initial irrigation and fertilization, at no additional expense to the Government. Shrubs and trees shall be replaced to preconstruction conditions per the requirements of Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.6.2 Contractor Responsibilities

The Contractor shall exclude the public from the work area in the immediate vicinity of his operations including but not limited to fill placement, grading, and transport. The Contractor shall minimize areas closed to the public. The Contractor shall install warning signs to warn the public and all commercial recreational boats of all construction activities. The Contractor shall be responsible for providing and maintaining all water and land access routes necessary for his equipment and plant to and from the work sites. The Contractor shall ascertain the environmental conditions which can affect access, such as climate, terrain, and winds.

1.7 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.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Prior to commencement of work activities, provide a clear weatherproof covered bulletin board not less than 915 by 1220 mm (36 by 48 inches) in

SECTION 01 50 02 Page 7 size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, Safety and Health Information as required by EM 385-1-1 Section 01 and other information 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. Coordinate requirements herein with Section

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

2.1.2 Project Identification 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. 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.

2.1.3 Construction Forms and Details

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

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

2.1.4 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet or as determined by the Contracting Officer warning the public of the presence of construction hazards. Signs must require unauthorized persons to keep out of the construction site. Update the data required by the safety signs daily.

2.1.5 Haul Road Traffic and Construction Warning Signs

1/2 inch HDO plywood, or aluminum sheet, conforming to FDOT Specifications Section 700 Uniform Traffic Manual Standard Signs, non-standard signage high visibility orange with black lettering. Orange fabric mesh acceptable for temporary survey crew use.

2.2 TEMPORARY TRAFFIC CONTROL

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.

SECTION 01 50 02 Page 8

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract in accordance with EM 385-1-1 Section 04.

Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction, and hauling roads area subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. 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 will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.3 TEMPORARY FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Safety fencing must be highly visible to be seen by pedestrians and vehicular traffic.

Specific fencing requirements are as described herein. All fencing will meet the requirements of EM 385-1-1.

2.3.1 Polyethylene Mesh Safety Fencing

Temporary safety fencing must be a high visibility orange colored, high density polyethylene grid, a minimum of 48 inches high and maximum mesh size of 2 inches. Fencing must extend from the grade to a minimum of 48 inches above the grade and be tightly secured to T-posts spaced as necessary to maintain a rigid and taut fence. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.2 Chain Link Panel Fencing

Temporary panel fencing must be galvanized steel chain link panels 6 feet high. Multiple fencing panels may be linked together at the bases to form long spans as needed. Each panel base must be weighted down using sand bags or other suitable materials in order for the fencing to withstand anticipated winds while remaining upright. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.3 Post-Driven Chain Link Fencing

Temporary post-driven fencing must be galvanized chain link fencing 6 feet high supported by a tightly secured to galvanized steel posts driven below grade. Fence posts must be located on minimum 10 foot centers.

Posts may be set in various surfaces such as sand, soil, asphalt or

SECTION 01 50 02 Page 9 concrete as necessary. Chain link fencing must remain rigid and taut with…