Attachment 0001_W912HY24B0021-SPECS.pdf

PROJECT MANUAL FOR

DEPARTMENT OF THE ARMY

GALVESTON DISTRICT, CORPS OF ENGINEERS

2000 FORT POINT ROAD

GALVESTON, TEXAS

"INCREASE PROFIT - SUBMIT VECP'S"CT REVIEW

CT REVIEW

SWG FILE NO.: SN 0101-0307 SOLICITATION NO.: W912HY24B0021

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00.00 45 BID SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

01 20 00.00 45 PRICE AND PAYMENT PROCEDURES

01 32 01.00 45 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 53.00 45 SECURITY PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 01.00 45 QUALITY CONTROL

01 57 20.00 45 ENVIRONMENTAL PROTECTION

01 58 13.01 45 PROJECT IDENTIFICATION

01 58 13.04 45 BULLETIN BOARD

01 78 00.00 45 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 00 10 EXISTING CONDITIONS SURVEY INVESTIGATIONS

02 30 00 SUBSURFACE INVESTIGATION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.12 45 HOPPER DREDGING

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - SCOW ULLAGE

PROFILE

35 20 23.14 45 PROTECTION OF ENDANGERED SPECIES

35 20 23.17 45 PIPELINE AND MECHANICAL DREDGING

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - HOPPER

DREDGE

35 20 23.33 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

DOCUMENT PROJECT Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.1.3 Option No. 2

1.1.4 Option No. 3

1.1.5 Option No. 4

1.1.6 Option No. 5

1.1.7 Option No. 6

1.1.8 Option No. 7

1.1.9 Option No. 8

1.1.10 Option No. 9

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price

Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization 1 JOB SUM $___________

0002 Pre-Dredge Hazard Survey - Sectio n Nos. 1 thru 35 1 JOB SUM $___________

0003 Debris Removal - Section No. 1

5 TON

0004 Dredging (Shoaled Material) Section Nos. 2 thru 5, 7 thru

0004A Dredging (Shoaled Material) -up to 3,000,000 Cubic Yards 3,000,000 CY $_________ $_________

0004B Dredging (Shoaled Material) - Above 3,000,000 Cubic Yards up to 4,4 67,000 /Cubic Yards and above

1,467,000 and ove r CY $_________ $_________

0005 Dredging (New Work Material) Section Nos. 1 thru 5, 7 thru 18, 20 thru 24, 26 thru 31, and 33 thru 35

20,685,000 CY

0006 ODMDS Monitoring Surveys

1 JOB SUM $___________

0007 Turtle Deflector Device and Endangered Species Observers 1 JOB SUM $___________

DOCUMENT 00 11 00.00 45 Page 2

Item No.

Description Estimated Quantity

Unit Unit Price

Estimated Amount

SCHEDULE NO. 1

0008 Mobilization and Demobilization - Sea Turtle Trawling and Relocation 1 JOB SUM $___________

0009 Sea Turtle Trawling and Relocation 679 DAYS$___________ $___________

0010 As-Built and Record Drawings

1 JOB SUM $___________

0011 Allowance for Subsurface Investigation (Per Pipeline) 2 EA $___________$___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time for Schedule No. 1 is stated in Section

00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD.

DOCUMENT 00 11 00.00 45 Page 3

1.1.2 Option No. 1

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 1

0012 Pre-Dredge Hazard Survey Section Nos. 36 thru 39

1 JOB SUM $___________

0013 Dredging (Shoaled Material) Secti on Nos.

36 thru 39

0013A Dredging (Shoaled Material) - up to 700,000 Cubic Yards

700,000 CY $_________ $_________

0013B Dredging (Shoaled Material) - above 700,000 Cubic Yards up to 1,046 ,000 Cubic Yards and above

346,000 and over

CY

0014 Dredging (New Work Material) Section Nos.

36 thru 39

2,512,000 CY $_________ $___________

0015 ODMDS Monitoring Surveys

1 JOB SUM $___________

0016 Turtle Deflector Device and Endan gered Species Observers

1 JOB SUM $___________

0017 Sea Turtle Trawling and Relocation

DAYS $___________ $___________

TOTAL OPTION NO. 1 $___________

DOCUMENT 00 11 00.00 45 Page 4

1.1.3 Option No. 2

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 2

0018 Pre-Dredge Hazard Survey

- 1 JOB SUM $___________

0019 Dredging (Shoaled Material) Section Nos.

40 thru 4 6

0019A Dredging (Shoaled Material) - up to 600,000 Cubic Yards

600,000 CY $_________ $_________

0019B Dredging (Shoaled Material) - above 600,000 Cubic Yards up to 817,0 00 Cubic Yards and above

217,000 and over

CY

0020 Dredging (New Work Material) Section Nos.

40 thru 43, and 45 thru

1,871,000 CY $_________ $___________

0021 ODMDS Monitoring Surveys

1 JOB SUM $___________

0022 Turtle Deflector Device and Endangered Species Observers

1 JOB SUM $___________

0023 Sea Turtle Trawling and Relocation 67 DAYS $___________ $___________

TOTAL OPTION NO. 2 $___________

DOCUMENT 00 11 00.00 45 Page 5

1.1.4 Option No. 3

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 3

0024 Pre-Dredge Hazard Survey Sectio n Nos. 47 thru 50

1 JOB SUM $___________

0025 Dredging (Shoaled Material) Section 47 thru

638,000 CY $_________ $_________

0025A Dredging (Shoaled Material) - up to 450,000 Cubic Yards

450,000 CY $_________ $_________

0025B Dredging (Shoaled Material) - above 450,000 Cubic Yards up to 638,000 Cubic Yards and above

188,000 and over

CY $_________ $_________

0026 Dredging (New Work Material) Section 47, 48, and 50

1,847,000 CY $_________ $___________

0027 ODMDS Monitoring Surveys

1 JOB SUM $___________

0028 Turtle Deflector Device and Endangered Species Observers

1 JOB SUM $___________

0029 Sea Turtle Trawling and Relocatio n 62 DAYS $___________ $___________

TOTAL OPTION NO. 3 $___________

DOCUMENT 00 11 00.00 45 Page 6

1.1.5 Option No. 4

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 4

0030 Debris Removal - Section No. 6

1 TON $_________ $___________

0031 Dredging (New Work Material) Sect ion No. 6 392,000 CY $_________ $___________

0032 Turtle Deflector Device and Endangered Species Observers 1 JOB SUM $___________

TOTAL OPTION NO. 4 $___________

DOCUMENT 00 11 00.00 45 Page 7

1.1.6 Option No. 5

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 5

0033 Dredging (New Work Material) Sect ion No. 19 549,000 CY $_________ $___________

0034 Turtle Deflector Device and Endangered Species Observers 1 JOB SUM $___________

TOTAL OPTION NO. 5 $___________

1.1.7 Option No. 6

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 6

0035 Dredging (New Work Material) Sect ion No. 25 299,000 CY $_________ $___________

0036 Turtle Deflector Device and Endangered Species Observers 1 JOB SUM $___________

TOTAL OPTION NO. 6 $___________

DOCUMENT 00 11 00.00 45 Page 8

1.1.8 Option No. 7

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 7

0037 Dredging (New Work Material) Sect ion No. 32 220,000 CY $_________ $___________

0038 Turtle Deflector Device and Endangered Species Observers 1 JOB SUM $___________

TOTAL OPTION NO. 7 $___________

DOCUMENT 00 11 00.00 45 Page 9

1.1.9 Option No. 8

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 8

0039 Dredging (New Work Material) Section No. 44 44,000 CY $_________ $___________

0040 Turtle Deflector Device and Endangered Species Observers 1 JOB SUM $___________

TOTAL OPTION NO. 8 $___________

DOCUMENT 00 11 00.00 45 Page 10

1.1.10 Option No. 9

Item No.

Description Estimated Quantit y

Unit Unit Price Estimated Amount

OPTION NO. 9

0041 Dredging (New Work Material) Sect ion No. 49 487,000 CY $_________ $___________

0042 Turtle Deflector Device and Endangered Species Observers 1 JOB SUM $___________

TOTAL OPTION NO. 9 $___________

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.01 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15)

1.1.1 General

1.1.1.1 Unusually Severe Weather

1.1.1.2 Completion Delay

1.2 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

1.3 QUANTITY SURVEYS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 10 00.01 45 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.01 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 10 00.01 45 Page 2

SECTION 01 10 00.01 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15)

1.1.1 General

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

1.1.1.1 Unusually Severe Weather

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

1.1.1.2 Completion Delay

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

1.2 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

Offerors contemplating use of U.S. ports in the performance of this Contract are subject to paying a harbor maintenance fee on cargo. Federal law establishes an ad valorem port use fee on commercial cargo imported into or exported from various U.S. ports. The fee is 0.125 percent (.00125). Cargo to be used in performing work under Contracts with the U.S. Government is not exempt from the fee, although certain exemptions do exist. Offerors are responsible for ensuring that the applicable fee and associated costs are taken into consideration in the preparation of their offers. Failure to pay the harbor maintenance fee may result in assessment of penalties by the U.S. Customs and Border Protection.

The statute is at Title 26 U.S. Code sections 4461 and 4462. Department of Treasury U.S. Customs and Border Protection regulations implementing the statute, including a list of ports subject to the fee, are found at 19 CFR Section 24.24, Harbor Maintenance Fee. Additional information may be obtained from local U.S. Customs and Border Protection offices or by writing to the Director, Budget Division, Office of Finance, Room 6328, U.S. Customs and Border Protection, 1301 Constitution Avenue, N.W., Washington, D.C. 20229.

1.3 QUANTITY SURVEYS

(a) Quantity surveys will be conducted, and the data derived from these surveys must be used in computing the quantities of work performed and the actual construction completed and in place.

SECTION 01 10 00.01 45 Page 3

(b) The Government will conduct the original (Before Dredging (BD)) and final surveys (After Dredging (AD)) and make the computations based on them. The Contractor must conduct the surveys for any periods for which progress payments are requested and make the computations based on these surveys. All surveys conducted by the Contractor must be conducted under the direction of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(c) For ODMDS monitoring the Contractor must conduct the original and final surveys, and monthly monitoring surveys for any period for which the ODMDS is being actively used for placement of dredged material.

All surveys must be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(d) Promptly upon completing a survey, the Contractor must furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting officer, who will use them as necessary to determine the amount of progress payments. The Contractor must retain copies of all such material furnished to the Contracting Officer.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 10 00.01 45 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 45

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACT COST BREAKDOWN

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Pre-Dredge Hazard Survey

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 ODMDS Monitoring Surveys

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Turtle Deflector Device and Endangered Species Observers

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.5 Mobilization and Demobilization - Sea Turtle Trawling and

Relocation

1.3.5.1 Payment

1.3.5.2 Unit of Measure

1.3.6 As-Built and Record Drawings

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 Allowance for Subsurface Investigation (Per Pipeline)

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Debris Removal

1.4.1.1 Payment

1.4.1.2 Measurement

1.4.1.2.1 Debris Transported by Rail or Truck

1.4.1.2.1.1 Debris Transported by Barge

1.4.1.2.1.1.1 Gauges

1.4.1.2.1.1.2 Gauging Tables

1.4.1.2.1.1.3 Reading Gauges

1.4.1.3 Unit of Measure

1.4.2 Dredging

1.4.2.1 Payment

1.4.2.2 Dredging Partial Payment

1.4.2.3 Measurement

1.4.2.4 Reference Control Data

1.4.2.5 Surveys During Progress of Work

1.4.2.6 BD and AD Surveys

1.4.2.7 Survey Requests

1.4.2.8 Government Performed Survey

1.4.2.9 Multibeam Survey

1.4.2.10 Single Beam Survey

SECTION 01 20 00.00 45 Page 1

1.4.2.11 Dispute of Surveys Performed by the Government

1.4.3 Sea Turtle Trawling and Relocation

1.4.3.1 Payment

1.4.3.2 Measurement

1.4.3.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 20 00.00 45 Page 2

SECTION 01 20 00.00 45

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Certified Barge Displacement Tickets

Certified Weight Tickets

1.2 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BID SCHEDULE 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, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes 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.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

The Contract price for "Mobilization and Demobilization" in Schedule No. 1 will include the costs in connection with mobilization and demobilization of the plant and equipment necessary to perform work under Schedule No. 1 and exercised Contract Options. These line items are applicable to Mobilization/Demobilization of all dredging plants if Contractor proposes to complete dredging using multiple dredges. The Contract prices must include transportation and other costs incidental to the delivery of the

SECTION 01 20 00.00 45 Page 3 plant and other equipment to the general work area in a condition ready for operation and, after the completion of the work, for removal of the plant and equipment from the worksite(s). Payment for mobilization and demobilization will be pursuant to the conditions as defined in Section

00 72 00 CONTRACT CLAUSES.

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 Pre-Dredge Hazard Survey

1.3.2.1 Payment

The Contract Price for:

"Pre-Dredge Hazard Survey - Section Nos. 1 thru 35" in Schedule No. 1.

"Pre-Dredge Hazard Survey - Section Nos. 36 thru 39" in Option No 1, "Pre-Dredge Hazard Survey - Section Nos. 40 thru 46" in Option No. 2 and "Pre-Dredge Hazard Survey - Section Nos. 47 thru 50" in Option No. 3 will include costs in connection with performing pre-dredge hazard survey and preparation of Hazard Survey Report in accordance with Section

35 20 23.12 45 HOPPER DREDGING.

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 ODMDS Monitoring Surveys

1.3.3.1 Payment

The Contract Price for "ODMDS Monitor Surveys" in Schedule No. 1 will include the costs necessary to perform before dredging, after dredging, and monthly hydrographic surveys of Ocean Dredged Material Disposal Sites

(ODMDS).

1.3.3.2 Unit of Measure

Unit of measure: Job.

1.3.4 Turtle Deflector Device and Endangered Species Observers

1.3.4.1 Payment

Payment for Endangered Species Observers and Turtle Deflector Device will be made under the pay item "Turtle Deflector Device and Endangered Species Observers" in Schedule No. 1 and Option Nos. 1 through 9. If multiple hopper dredges are used concurrently, Turtle Deflector Devices and Endangered Species Observers are required for each hopper dredge, and Schedule No. 1 will cover all costs associated with satisfying this requirement. Payment will include the costs of materials and other execution requirements associated with the protection and monitoring of sea turtles as specified in Section 35 20 23.14 45 PROTECTION OF

ENDANGERED SPECIES.

SECTION 01 20 00.00 45 Page 4

1.3.4.2 Unit of Measure

Unit of measure: Job.

1.3.5 Mobilization and Demobilization - Sea Turtle Trawling and Relocation

1.3.5.1 Payment

The Contract price for "Mobilization and Demobilization - Sea Turtle Trawling and Relocation" in Schedule No. 1 will include the cost in connection with mobilization and demobilization of one Trawler. Payment for mobilization and demobilization will be made pursuant to the conditions of the Section 00 72 00 CONTRACT CLAUSES.

1.3.5.2 Unit of Measure

Unit of measure: job.

1.3.6 As-Built and Record Drawings

1.3.6.1 Payment

The Contract price for "As-Built and Record Drawings" in Schedule No. 1 will include all labor, equipment, material and supplies required to prepare the requisite drawings and deliver them in the manner specified in Section 01 78 00.00 45 CLOSEOUT SUBMITTALS.

1.3.6.2 Unit of Measure

Unit of Measure: Job.

1.3.7 Allowance for Subsurface Investigation (Per Pipeline)

1.3.7.1 Payment

Payment for Subsurface Investigation will be based on costs associated with performing up to two Subsurface Investigations and associated reporting in accordance with 02 30 00 SUBSURFACE INVESTIGATION for any unknown/uncharted pipelines discovered by Contractor during pre-dredging hazard survey. This allowance will only be used if pipelines are discovered and Government directs Contractor to perform subsurface investigation.

1.3.7.2 Unit of Measure

Unit of Measure: Each.

1.4 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 BID SCHEDULE and described below. The unit price and payment made for each item listed constitutes 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.

SECTION 01 20 00.00 45 Page 5

1.4.1 Debris Removal

1.4.1.1 Payment

1) Payment for the following debris removal items will be made at the Contract unit price for costs associated with materials, labor, and equipment for removal and disposal of debris from the dredging template, as specified in SECTION 35 20 23.12 45 HOPPER DREDGING and

35 20 23.17 45 PIPELINE AND MECHANICAL DREDGING:

a. "Debris Removal-Section No. 1" in Schedule No. 1

b. "Debris Removal-Section No. 6" in Option No. 4

(2) Debris removal during construction will include all of the debris encountered within the dredging template during the course of work that cannot be removed through ordinary dredging. Debris removed from channel sections not listed in paragraph 1.4.1.1 will be considered incidental and will not be included in this pay item.

Removal of incidental debris will be considered subsidiary to dredging.

(3) Appendix B "Geophysical Surveys" contains information on channel debris that may have been removed during previous work. This information is being provided for informational purposes only to give an indication of the amount of debris that may exist at this site.

For additional information refer to Section 02 00 10 EXISTING

CONDITIONS SURVEY INVESTIGATIONS.

(4) The Contract Price for Debris Removal will include relocating the debris to a disposal facility in accordance with applicable laws and ordinances. Contractor will be responsible for any disposal fees charged by the disposal facility.

1.4.1.2 Measurement

Measurement for Debris Removal will be per short ton of 2000 pounds based on the Contractor's submittal of either Certified Barge Displacement Tickets or Certified Weight Tickets for Debris actually removed. Sediment will not be included in the debris weight. Unless prior approval is obtained from COR, weights of less than 5 tons will not be measured through barge displacement; only Certified Weight Tickets will be accepted. Contractor is required to provide photographs of the debris as measured.

1.4.1.2.1 Debris Transported by Rail or Truck

Measure the debris in tons (2,000 pounds). Certified railroad or truck weight scale tickets will be accepted for determination of the weight of debris removed. Have the debris weighed on standard railroad track scales by a certified Weighmaster. A copy of the Weight Scale Certification from the regulation agency attesting to the scale's accuracy must be submitted with the weigh scale tickets. The Contractor must have the scales tested in the presence of a Government Inspector at any time the Contracting Officer may require.

The report of weight for each carload or truckload must show the gross, tare, and net weights, and measures or changes on a report must be explained by a memorandum made on, or attached to, the report and be signed by the Weighmaster. If deemed advisable, the Government will employ an Inspector at the scales, in which event, necessary facilities

SECTION 01 20 00.00 45 Page 6 must be furnished for the Inspector for observing the weighing and for recording the scale weights and stenciled light weight on the cars or trucks. Expense of weighing debris and testing scales will be borne by the Contractor. Other methods of measurement may be used when approved by Contracting Officer.

1.4.1.2.1.1 Debris Transported by Barge

1.4.1.2.1.1.1 Gauges

The barge carrier for debris transport must be fitted by the Contractor at their own expense with gauges or other facilities for accurately determining displacement. Six gauges graduated to 0.1 ft or other suitable units must be placed near the ends and midpoints of both sides.

1.4.1.2.1.1.2 Gauging Tables

A Gauging table must be prepared for each carrier by an accredited agent satisfactory to the Conracting Officer. The table must show the cargo weight in tons for each linear unit of draft. If the lines of the carrier are such that displacement in cubic feet for each unit of draft can be accurately measured, then the gauge table will be based on the water density where the measurement occurs; 62.4 lb/cu ft in fresh water and 64 lb/cu ft in salt water. These gauging tables will serve as the "Barge Displacement Tables" that will be used to measure pay tonnage.

1.4.1.2.1.1.3 Reading Gauges

The Contracting Officer must have the opportunity to be present at all draft readings. All measurements for determining gauging tables and for calculating loads must be made in still water close to the work. The Contractor must place the carrier where such measurement can be accurately made. If deemed advisable, the Government will employ an Inspector to be present when these draft readings are taken, in which event, necessary facilities must be furnished for the Inspector for observing the draft readings. The expense of performing draft reading will be borne by the Contractor.

1.4.1.3 Unit of Measure

Unit of measure: Ton.

1.4.2 Dredging

1.4.2.1 Payment

Payment for:

Dredging (Shoaled Material)

"Dredging (Shoaled Material) - Section Nos. 2 thru 5, 7 thru 35" in Schedule No.1, "Dredging (Shoaled Material) - Section Nos. 36 thru 39" in Option No.1, "Dredging (Shoaled Material) - Section Nos. 40 thru 46" in Option No.2, and "Dredging (Shoaled Material) - Section Nos. 47 thru 50" in Option No.3

Dredging (New Work Material)

SECTION 01 20 00.00 45 Page 7

"Dredging (New Work Material) - Section Nos. 1 thru 5, 7 thru 18, 20 thru 24, 26 thru 31, and 33 thru 35" in Schedule No. 1, "Dredging (New Work Material) - Section Nos. 36 thru 39" in Option No.

1, "Dredging (New Work Material) - Section Nos. 40 thru 43 and 45 thru 46" in Option No. 2, "Dredging (New Work Material) - Section Nos. 47,48, and 50" in Option No. 3, "Dredging (New Work Material) - Section No. 6" in Option No. 4, "Dredging (New Work Material) - Section No. 19" in Option No. 5, "Dredging (New Work Material) - Section No. 25" in Option No. 6, "Dredging (New Work Material) - Section No. 32" in Option No. 7, "Dredging (New Work Material) - Section No. 44" in Option No. 8, and "Dredging (New Work Material) - Section No. 49" in Option No. 9 will be made for costs associated with the removal of dredged material, transportation, and placement at the designated Ocean Dredged Material Disposal Sites (ODMDS).

Any overages in shoaled material will be accounted for in CLINS 4B, 13B, 19B, and 25B. The unit price for these CLINS will be applied for any material over the stated amount on the Bid Schedule.

1.4.2.2 Dredging Partial Payment

Partial payment will be based on estimated quantities determined by Contractor Surveys. The Contractor may use its own hydrographic surveys to determine quantities for pay requests, but final quantities will be based on Government Before-Dredging and After-Dredging surveys.

1.4.2.3 Measurement

The material removed will be measured by cubic yard in place, by means of soundings taken before and after dredging. The total quantity of dredged material will be the theoretical quantity between the bottom surface shown by fathometer soundings of the last survey made "before-dredging" and the bottom surface shown by the fathometer soundings of a survey made "after-dredging," within the limits of the required depth, overdepth, and side and end slopes, as defined by template and depicted in the cross-sectional views and within, less deductions that may be required for misplaced material.

1.4.2.4 Reference Control Data

The horizontal control points shown on the drawings are the control points the Government will reference to perform electronic surveys on the waterway. The Government does not guarantee permanent access to these control points; therefore, it may be necessary for the Contractor to establish its own network of survey points from these survey points or from other U.S. National Geodetic Survey (NGS) monuments. Location and description of the horizontal control points which the Government plans to reference to perform electronic surveys on the channels are available from the Contracting Officer.

Horizontal data will be tied to the State Plane Texas South Central Coordinate System using North American Datum of 1983 U.S. survey feet (NAD83 U.S. ft). Vertical positions will be derived from NAVD 88 and rectified to MLLW with a Government supplied KTD file for the project area. Tide staffs shown will be used to verify vertical control.

SECTION 01 20 00.00 45 Page 8

Vertical positions will be referenced to MLLW in US Survey Feet.

Horizonal and vertical positioning may be obtained from one of the following methods: Real Time Extended or RTX (Trimble satellite transmitted corrections). The Government will be using the real-time RTX methodology.

Time Variable Transformations must be set correctly in HYPACK when using RTX. The target year settings will be provided by the Government after award upon request.

1.4.2.5 Surveys During Progress of Work

Contract depth will be determined by progress surveys taken behind the dredge as work progresses. The Contractor must take progress surveys and submit the volumes and cross sections of the surveys.

At the request of the Government, the Contractor may be required to submit additional backup documentation for their progress surveys.

1.4.2.6 BD and AD Surveys

Guidance as provided in Hydrographic Survey Engineering Manual EM-1110-2-1003 Chapter 10 will apply for scheduling of BD and AD surveys.

Pre-dredge/Before-Dredging surveys are performed by the Government over the Contract area as close to the start of dredging as possible -generally within 14 days prior to commencement of work in a defined reach to be dredged.

After-Dredging (AD) surveys are performed by the Government as soon as possible after dredging of an acceptance section is completed - generally within five days.

1.4.2.7 Survey Requests

The Government will perform post dredging surveys for each acceptance section. The Contractor must request acceptance surveys at least three work days in advance of the date for each survey (Saturdays, Sundays, and Federal Holidays are excluded). Survey requests should be sent to the COR and CESWG-ECC-N-HydrographicSurveyRequests@USACE.army.mil. The Contractor must call the Survey POC between 0630 and 0730 on the morning of the survey to confirm. POC phone number will be provided by the Government after award.

1.4.2.8 Government Performed Survey

The Government will perform electronic surveys of the channel. Multibeam (200kHz) surveys will be used for acceptance and to determine pay quantities.

If the Government determines that accurate data cannot be obtained from multibeam sonar technology due to the presence of unconsolidated material in the channel, the Government may choose to utilize dual frequency single beam sonar technology. Single beam surveys will be performed within five days of the original survey and these low-frequency (28kHz) surveys will be used for both acceptance and payment purposes.

All sounding equipment will be calibrated following procedures outlined in

EM-1110-2-1003 (2013).

SECTION 01 20 00.00 45 Page 9

The Contractor will not be required to furnish facilities for the Government's surveys specified in Section 35 20 23.12 45 HOPPER DREDGING, Paragraph 1.18, final examination and acceptance. The Government will apply the vertical and horizontal survey control indicated on the drawings.

Processing the survey data will be performed with the most recent version of HYPACK software available at the time of award, using the relevant method below for each type of survey.

The performance of this Survey work by the Government and presence of the inspector will not relieve the Contractor of responsibility for the proper execution of the work in accordance with the Contract Drawings and Specifications.

1.4.2.9 Multibeam Survey

a) Type of System: R2Sonic 2024 Multibeam Echosounder

b) Acoustic Frequency: 200 - 400 kHz

c) Volume Computation: Survey Surface TIN vs. Channel (Standard TIN to Channel)

1. Data will be post-processed using POSpac to perform quality checks when necessary

2. Survey lines will be run longitudinal along the channel and will provide full coverage from edge to edge of the template with a minimum of 20% overlap of swaths.

When accepting and paying based on multibeam survey, acceptance will be based on minimum depth and payment will be based on average depth. The cell size used will be 3 feet by 3 feet. Shoals above grade must be assessed based on multiple hits, a minimum of three hits, over successive passes. A single high spot unsupported by other data will be disregarded. This data will follow guidance described in Table F-2 of EM 1110-2-1003.

1.4.2.10 Single Beam Survey

a) Type of System: Applanix POS MV V5, Odom Echotrac CV200 Echosounder, or E20

b) Acoustic Frequency: 200 kHz (High Frequency) and 28 kHz (Low Frequency)

c) Volume Computation: Kingfisher Method

1. Data will be post-processed using POSpac to perform quality checks of results when necessary. Volumes will be computed by average end area using cross sectional survey lines. Before and After Dredge cross sections will be run on 100-foot stations and at changes in the template unless otherwise specified in the drawings. The Government will provide the survey line files at the Contractors request.

1.4.2.11 Dispute of Surveys Performed by the Government

In the event the Contractor disputes the accuracy of any survey performed

SECTION 01 20 00.00 45 Page 10 by the Government, the Contractor will immediately notify the Contracting Officer's Representative, in writing, concerning the nature of the dispute. If the dispute cannot be resolved immediately, the Contractor must immediately resurvey the acceptance section, or all remaining areas that have not been dredged or unaffected portions of the acceptance section with a Government representative onboard the Contractor's survey boat. Contractor must also perform a minimum of one profile line to cross-check each survey.

At the conclusion of the survey, the Contractor must provide copies of all raw and edited data files for the survey. The files must be in Hypack format. The Contractor must submit the following information (at a minimum) in support of their survey data:

1. Full Hypack project and edited survey data in xyz format.

2. Method of horizontal positioning.

3. Tide file to include date, time, and stage of tide.

4. Documentation of a 5 min float test at the tide staff to verify the

RTX solution.

5. Water surface conditions.

6. Plan view drawing showing the edited soundings.

7. Plotted cross sections of the Contractor survey overlayed with the

Government survey in question.

8. Volume sheet showing volumes calculated in Hypack using the method(s) required by this section.

9. Plan view drawing showing the areas worked by the dredge in the survey area.

10. File with sound velocity values and explanation of method used to measure SV.

11. Draft of survey boat and method used to determine the draft.

12. A table listing the current status of all calibrations to include patch test performance test area approved by the Contracting Officer and required by EM 1110-2-1003, and the date equipment was set up and last checked.

The Government will evaluate the data provided by the Contractor and use this information to make final decision on the outcome of the dispute.

1.4.3 Sea Turtle Trawling and Relocation

1.4.3.1 Payment

Payment for "Sea Turtle Trawling and Relocation" in Schedule No. 1, Option No. 1, Option No. 2, and Option No.3 will be made at the unit price per day, which will include costs associated with trawling ahead of the hopper dredge, Sea Turtle Trawling Relocation Supervisor, and relocation of turtles. If Contractor opts to utilize multiple hopper dredges concurrently, one trawler and one Relocation Supervisor is required for each dredge, and this price must cover the Sea Turtle Trawling and Relocation Supervisors for all concurrently-operated dredges.

The estimated number of days in the bid item is a maximum number of days estimated for bidding purposes. If the number of days is less, the Contractor will be paid at the daily unit price for the actual number of days conducting this activity. If there is a requirement for a greater number of days, the daily unit price will be used for payment for the additional days. Sea turtle trawling and relocation for Options 4 through 9 is considered subsidiary to "Sea Turtle Trawling and Relocation" specified under Schedule No. 1.

SECTION 01 20 00.00 45 Page 11

1.4.3.2 Measurement

Sea Turtle trawling and relocation will be measured by the day utilized for trawling and relocation as specified in the Section 35 20 23.14 45

PROTECTION OF ENDANGERED SPECIES.

1.4.3.3 Unit of Measure

Unit of measure: Day.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 20 00.00 45 Page 12

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 45

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

3.1.2 Approved Project Schedule

3.1.3 Updated Progress Schedule

3.1.4 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Activities (As Required or Requested)

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Adverse Weather

SECTION 01 32 01.00 45 Page 1

3.3.9 Calendars

3.3.10 Open Ended Logic

3.3.11 Default Progress Data Disallowed

3.3.12 Out-of-Sequence Progress

3.3.13 Added and Deleted Activities

3.3.14 Original Durations

3.3.15 Leads, Lags, and Start to Finish Relationships

3.3.16 Retained Logic

3.3.17 Percent Complete

3.3.18 Remaining Duration

3.3.19 Cost Loading of Closeout Activities

3.3.19.1 As-Built Drawings

3.3.19.2 O & M Manuals

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Electronic Scheduling Data

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Grouping and Sorting

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Changes That Do Not Cause Delay

3.8.3 Time Impact Analysis (Prospective Analysis)

3.8.4 Forensic Schedule Analysis (Retrospective Analysis)

3.8.5 Fragmentary Network (Fragnet)

3.8.6 Time Extension

3.8.7 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RESIDENT MANAGEMENT SYSTEM

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01.00 45 Page 2

SECTION 01 32 01.00 45

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

AACE 84R-13 (2015) Planning and Accounting for Adverse Weather

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 67-17 (2017) Schedule Delay Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

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

submittals not having a "G" classification are for information only. When used, a classification following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule ; G

Project Scheduler Qualifications ; G

Preliminary Project Schedule ; G

Initial Project Schedule ; G

Periodic Schedule Update ; G

SECTION 01 32 01.00 45 Page 3

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The Designated Project Scheduler must have prepared and maintained at least three previous construction schedules for projects of similar size and complexity to this Contract, using Primavera P6.

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government uses Primavera P6. Ensure exported schedule files are compatible with the version of P6 used by the Government.

2.1.2 Contractor Software

Scheduling software used by the Contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required "sdef" file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system. Verify at the SEKO meeting which version of P6 is in use by the Government. Export the schedule in a version of P6 no newer than that used by the Government.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule , as specified herein, pursuant to FAR Clause 52.236-15 SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project , including the construction sequences, the critical path(s) and any offsite activities clearly identified is required. The scheduling of construction is the responsibility of the Contractor.

Contractor management personnel must actively participate in its development. Subcontractors, and suppliers working on the project must

SECTION 01 32 01.00 45 Page 4 also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

In conjunction with the post award conference or pre construction conference the Government and the Contractor will hold a separate and distinct Scheduling Expectations Kickoff Meeting(SEKO). The intent of this meeting is for the Government to review with the Contractor the requirements of the scheduling specification, communicate the Government’s expectations regarding schedule development and management, and answer any questions the Contractor may have regarding the schedule requirements.

3.1.2 Approved Project Schedule

Approved Project Schedule will be used to measure the progress of the work and to aid in evaluating time extensions. The Schedule must depict activity durations, be based on the percentage of physical completion, and provide the basis for progress payments. Use ENG Form 2454 or equivalent produced by a scheduling program to depict the Progress Schedule and ensure that the Schedule conforms with the requirements outlined in the FAR Clause 52.236-15 Schedules for Construction Contracts. Schedule will show anticipated earnings per Contract Line Item Number (CLIN) for each pay period, and total earnings per pay period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required Schedule. Once approved, the Contractor may not change the schedule for any reason without permission from the Contracting Officer or the ACO.

3.1.3 Updated Progress Schedule

Provide an updated Progress Schedule on at least a monthly basis and submit this updated Schedule along with the monthly pay request. The Government may request the Contractor to provide the Government with an updated Schedule as a result of a change in order of work, activity sequences, or activity duration prior to the monthly pay request. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved Schedule, the Contractor must take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government and submit an updated Progress Schedule to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, or the amount of construction plant, and to submit for approval supplementary Schedule or Schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.4 Default Terms

Failure of the Contractor to comply with the requirements of the Contract will be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in this Contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or separable parts of it, in accordance

SECTION 01 32 01.00 45 Page 5 with the default terms of the Contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining Contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a Contract CLIN must equal the value of the CLIN. Lack of an approved Schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate Contract earned value for the purposes of payment.

Failure of the Contractor to provide required information will result in the disapproval of the preliminary, initial, and subsequent Schedule updates. Match the progress payment "Pay Period Thru" date in RMS to the schedule data date.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Activities with a negative cost loading is not allowed. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial, or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 Calendar days.

3.3.3 Procurement Activities

Include in the schedule activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 Calendar days.

SECTION 01 32 01.00 45 Page 6

3.3.4 Mandatory Activities (As Required or Requested)

Include in the schedule any of the following required or requested…