spec_FY16_Underwood_Creek_RTA_27JUL2016.pdf

SPECIFICATION COVER SHEET

DESIGN DOCUMENTATION REPORT AND PLANS & SPECIFICATIONS

FOR

FY16 UNDERWOOD CREEK RESTORATION

WAUWATOSA, WISCONSIN

READY TO ADVERTISE 27JULY2016

U.S. ARMY CORPS OF ENGINEERS

DETROIT DISTRICT

FY16 UNDERWOOD CREEK ECOSYSTEM RESTORATION FY16UNDERWOODCR

READY TO ADVERTISE

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 10 REAL ESTATE

01 22 00 MEASUREMENT AND PAYMENT

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 16 DESIGN AFTER AWARD

01 35 13.10 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 99 90 LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER

ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 01.00 10 CONCRETE REINFORCEMENT

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 05 - METALS

05 50 00 MISCELLANEOUS METAL

05 50 04.00 10 METAL HANDRAILING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19.10 FABRIC ENCAPSULATED SOIL LIFTS

31 05 19 GEOSYNTHETIC PRODUCTS

31 10 00 CLEARING FOR CIVIL WORKS

31 32 11 SOIL SURFACE EROSION CONTROL

31 41 16 METAL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 PLANTING & SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE MATERIALS AND PLACEMENT

PROJECT TABLE OF CONTENTS Page 1

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

REAL ESTATE

PART 1 GENERAL

1.1 SUBMITTALS

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

1.2.2 Additional Real Estate Rights

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

1.3.2 Survey Markers

1.3.2.1 Semipermanent Markers

1.3.2.2 Temporary Markers

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 10 10 Page 1

SECTION 01 10 10

REAL ESTATE

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Additional Property Agreements; G, AOF.

Copies of any agreements for Contractor-acquired real estate rights for this project shall be furnished before entering thereon.

Certified Survey Results

Furnish a copy of certified results of surveys which verify areas and limits of Contractor-acquired real estate rights.

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

Rights for the use of the work and storage areas have been obtained and the general limits of the areas are shown on the drawings. Copies of instruments conveying rights for use of the work and storage areas shown on the drawings and specified herein are available for inspection in the Engineering, Design, & Construction Office, U.S. Army Corps of Engineers, Detroit District, 477 Michigan Avenue, McNamara Building, Detroit, Michigan. No other real estate rights have been obtained by the Government for this project.

1.2.2 Additional Real Estate Rights

Any additional property agreements and/or real estate rights desired by the Contractor shall be obtained by the Contractor at its own expense.

Such agreements shall clearly relieve the Government of any responsibility for damages or liability resulting from the Contractor's use of such grounds.

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle

SECTION 01 10 10 Page 2 points of each area for which rights have been obtained shall be marked with semipermanent markers except where there is an approved existing property marker. Temporary markers shall be placed at points on alignment. The points on alignment shall be marked at stations so that intervals between points do not exceed 200 feet.

1.3.2 Survey Markers

All markers shall be installed in an area prior to its use and they shall be available for reference during and upon completion of use of the area.

Where approved existing property markers are found, a witness stake, as specified in Subparagraph, "Semipermanent Markers" below, shall be provided. If the types of markers specified hereinafter cannot be used, other types, as approved by the Contracting Officer, shall be provided.

1.3.2.1 Semipermanent Markers

The markers shall be a steel rod one-half inch in diameter and four (4) feet long. The steel rod shall be driven vertically into the ground so that the top is flush with the finished ground surface. Each marker shall be witnessed by a 2" x 2" yellow stake extending two (2) feet above the ground surface and driven into the ground until stable, with not less than one (1) foot penetration.

1.3.2.2 Temporary Markers

Markers shall be 2" x 2", red-colored, wood hub stakes driven into the ground until stable (not less than one (1) foot penetration) with two (2) feet projecting above the ground surface. If the period in which temporary markers are to be in place exceeds one (1) construction season, a more permanent type of marker, as approved, shall be provided.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 10 10 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.2 UNIT PRICE PAYMENT ITEMS

1.3 BID SCHEDULE

1.3.1 0001 Mobilization & Demobilization

1.3.2 0002 Site Preparation (Clearing, Grubbing, Stripping and

Stockpiling)

1.3.3 0003 Control of Water

1.3.4 0004 Soil Erosion and Sedimentation Control

1.3.5 0005 Disposal of Subgrade Material

1.3.6 0006 Segmented Retaining Walls

1.3.7 0007 Steel Sheet Piling Walls

1.3.8 0008 Reach A & C Stone

1.3.9 0009 Reach B Stone

1.3.10 0010 Reach D Stone

1.3.11 0011 Field Stone (1360 Boulders)

1.3.12 00012 Pit Run Aggregate

1.3.13 0013 103rd St. Culverts

1.3.14 0014 104th St. Culverts

1.3.15 0015 Wetland Site Restoration

1.3.16 0016 Non-Wetland Site Restoration

1.3.17 0017 Stone & Vegetation Placement Class

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract Job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2 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 BIDDING 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.

1.3 BID SCHEDULE

1.3.1 0001 Mobilization & Demobilization

1. Payment will be made at the applicable lump sum price for mobilization and demobilization of all the Contractor's equipment and facilities to complete the work. Payment constitutes full compensation for all labor, equipment, and incidentals associated with mobilization and demobilization and temporary construction office, utilities, temporary fencing, site restoration, and all associated costs as described in Section 01 52 00 TEMPORARY CONSTRUCTION FACILITIES, and Section 01 58 00 PROJECT SIGN AND SAFETY SIGN. Costs associated with daily mobilization and demobilization shall not be included in this cost. Daily mobilization and demobilization shall be included in the unit prices of materials being installed.

2. Unit of measure: JOB

1.3.2 0002 Site Preparation (Clearing, Grubbing, Stripping and Stockpiling)

1. Payment will be made for costs associated with Site Preparation to include clearing, grubbing, stripping and stockpiling soil, all excavation of site subgrade material, concrete demolition and off-site disposal of potential excess concrete material and removal of abandoned MIS sewer.

Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work as specified in the

SECTION 01 22 00 Page 2 plans and Section 02 41 00 DEMOLITION, Section 31 00 00 EARTHWORK, Section 31 10 00 CLEARING FOR CIVIL WORKS and Section 35 31 19 STONE MATERIALS AND

PLACEMENT.

2. Unit of measure: JOB

1.3.3 0003 Control of Water

1. Payment will be made at the contract lump sum price for the control of water (i.e., channel flow diversion, channel dewatering, temporary channel outfall sealing) during construction operations, as described in Section 01 57 20.00 20 ENVIRONMENTAL PROTECTION and 31 00 00 EARTHWORK.

2. Unit of measure: JOB

1.3.4 0004 Soil Erosion and Sedimentation Control

1. Payment will be made at the contract Job price for the preparation, permitting and emplacement of Soil Erosion and Sedimentation Control methods. Payment constitutes full compensation for all plant, labor, materials, equipment, tools and incidentals necessary to complete the work as specified in Section 31 05 19 GEOSYNTHETIC PRODUCTS, Section 31 05

19.10 FABRIC ENCAPSULATED SOIL LIFTS, Section 31 32 11 SOIL SURFACE EROSION CONTROL, and Section 32 92 19 PLANTING & SEEDING to include site restoration activities from the installation of Soil Erosion and Sedimentation Control Items.

2. Unit of measure: JOB

1.3.5 0005 Disposal of Subgrade Material

1. Payment will be made for costs associated with transportation and disposal of excess subgrade soil material. Payment for this item will be by the cubic yard. Measurement of the actual quantity of material removed will be determined by the truckload. The COR and the Contractor shall determine the capacity of each truck utilized during the project on a daily basis. Truckloads shall be subject to inspection at the jobsite by the COR prior to departure to the disposal site. Trucks will be manifested at the disposal site and copies shall be furnished to the Construction Representative. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, tipping fees and incidentals necessary to complete the work as specified in Section 31 00 00 EARTHWORK, and Section 31 10 00 CLEARING FOR CIVIL WORKS.

2. Unit of measure: Cubic Yard (CY)

1.3.6 0006 Segmented Retaining Walls

1. Payment will be made for costs associated with Segmented Retaining Walls. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work as specified in Section 32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL.

2. Unit of measure: Job (JOB)

1.3.7 0007 Steel Sheet Piling Walls

1. Payment will be made for costs associated with Steel Sheet Piling Walls. Payment constitutes full compensation for furnishing all labor, SECTION 01 22 00 Page 3 materials, equipment, tools and incidentals to complete the work as specified in Section 31 41 16 METAL SHEET PILING.

2. Unit of measure: Linear Foot (LF)

1.3.8 0008 Reach A & C Stone

1. Payment will be made for costs associated with furnishing and placement of Reach A & C Stone within the project limits as specified in Section 35 31 19 STONE MATERIALS AND PLACEMENT. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work.

2. Measurement will be based on certified waybills (tonnage) and certified delivery tickets, as approved by the Contracting Officer. Submit weight certificates along with payment invoice for payment. Deductions will be made for any material wasted, unused, rejected or used for convenience of the Contractor.

3. Unit of measure: TON

1.3.9 0009 Reach B Stone

1. Payment will be made for costs associated with furnishing and placement of Reach C Stone within the project limits as specified in Section 35 31 19 STONE MATERIALS AND PLACEMENT. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work.

2. Measurement will be based on certified waybills (tonnage) and certified delivery tickets, as approved by the Contracting Officer. Submit weight certificates along with payment invoice for payment. Deductions will be made for any material wasted, unused, rejected or used for convenience of the Contractor.

3. Unit of measure: TON

1.3.10 0010 Reach D Stone

1. Payment will be made for costs associated with furnishing and placement of Reach D Stone within the project limits as specified in Section 35 31 19 STONE MATERIALS AND PLACEMENT. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work.

2. Measurement will be based on certified waybills (tonnage) and certified delivery tickets, as approved by the Contracting Officer. Submit weight certificates along with payment invoice for payment. Deductions will be made for any material wasted, unused, rejected or used for convenience of the Contractor.

3. Unit of measure: TON

1.3.11 0011 Field Stone (1360 Boulders)

1. Payment will be made for costs associated with furnishing and placement of Field Stone within the project limits as specified in Section 35 31 19 STONE MATERIALS AND PLACEMENT. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to

SECTION 01 22 00 Page 4 complete the work.

2. Measurement will be based on certified waybills (tonnage) and certified delivery tickets, as approved by the Contracting Officer. Submit weight certificates along with payment invoice for payment. Deductions will be made for any material wasted, unused, rejected or used for convenience of the Contractor.

3. Unit of measure: TON

1.3.12 00012 Pit Run Aggregate

1. Payment will be made for costs associated with furnishing and placement of Pit Run Aggregate within the project limits as specified in Section 35 31 19 STONE MATERIALS AND PLACEMENT. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work.

2. Measurement will be based on certified waybills (tonnage) and certified delivery tickets, as approved by the Contracting Officer. Submit weight certificates along with payment invoice for payment. Deductions will be made for any material wasted, unused, rejected or used for convenience of the Contractor.

3. Unit of measure: TON

1.3.13 0013 103rd St. Culverts

1. Payment will be made for costs associated with design and construction of 103rd Street Box Culvert as specified in Section 01 99 90, LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work per Section 01 99 90 and 33 40 00

STORM DRAINAGE UTILITIES.

2. Unit of measure: Each (EA)

1.3.14 0014 104th St. Culverts

1. Payment will be made for costs associated with design and construction of 104th St. Culverts as specified in Section 33 40 00 STORM DRAINAGE UTILITIES. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work per Section 33 40 00.

2. Unit of measure: Each (EA)

1.3.15 0015 Wetland Site Restoration

1. Payment will be made for costs associated with Wetland Site Restoration as specified in Section 32 92 19, PLANTING & SEEDING. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work.

2. Unit of measure: Job (JOB)

1.3.16 0016 Non-Wetland Site Restoration

1. Payment will be made for costs associated with Non-Wetland Site

SECTION 01 22 00 Page 5

Restoration, rip rap at outfalls, grout in basin, outfall extensions, concrete spillway and golf course path as specified in Section 32 92 19 PLANTING & SEEDING. Payment constitutes full compensation for furnishing all labor, materials, equipment, tools and incidentals to complete the work. Per Sections 31 00 00 EARTHWORK, 32 92 19 PLANTING & SEEDING and 33

40 00 STORM DRAINAGE UTILITIES.

2. Unit of measure: Job (JOB)

1.3.17 0017 Stone & Vegetation Placement Class

1. Payment will be made at the contract Job price for Contractor attendance and participation in Two (2) Boulder channel stone and vegetation placement training meetings. Contractor participation in the meetings is required for all personnel associated with channel stone and vegetation placement. Payment constitutes full compensation for all plant, labor, materials, equipment, tools and incidentals necessary to complete the training meetings as specified in Section 35 31 19 STONE MATERIALS AND PLACMENT. Each meeting is anticipated to last no more than one hour.

2. Unit of measure: Each (EA)

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 22 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

1.3.1.1 Primavera P6 Settings and Parameters

1.3.1.2 Microsoft Project 2010 Settings and Parameters

1.3.1.3 Cost Loading Microsoft Project 2010 Schedules

1.3.2 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 4-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 32 16.00 20 Page 1

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G, AOF

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Primavera P6 or Microsoft Project 2010. Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection of the submitted schedule. Build the schedule as follows:

SECTION 01 32 16.00 20 Page 2

a. The Project Schedule must show submittals, Government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

b. With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended; each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic. Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook", including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

c. Each activity must be assigned its appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code.

d. Date/time constraint(s) and/or lags, other than those required by the contract, are not allowed unless accepted by the Contracting Officer.

Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

1.3.1.1 Primavera P6 Settings and Parameters

Use the following Primavera P6 settings and parameters in preparing the Baseline Schedule. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

a. General: Define or establish Calendars and Activity Codes at the "Project" level, not the "Global" level.

b. Admin Drop-Down Menu, Admin Preferences, Time Periods Tab:

(1) Set time periods for P6 to 8.0 Hours/Day, 40.0 Hours/Week, 172.0 Hours/Month and 2000.0 Hours/Year.

(2) Use assigned calendar to specify the number of work hours for each time period: Must be checked.

c. Project Level, Dates Tab:

(1) Set "Must Finish By" date to "Contract Completion Date".

d. Project Level, Defaults Tab:

(1) Duration Type: Set to "Fixed Duration & Units".

(2) Percent Complete Type: Set to "Physical".

(3) Activity Type: Set to "Task Dependent".

SECTION 01 32 16.00 20 Page 3

(4) Calendar: Set to "Standard 5 Day Workweek". Calendar must reflect Saturday, Sunday and all Federal holidays as non-work days.

Alternative calendars may be used with Contracting Officer approval.

e. Project Level, Calculations Tab:

(1) Activity percent complete based on activity steps: Must be Checked.

(2) Reset Remaining Duration and Units to Original: Must be Checked.

(3) Subtract Actual from At Completion: Must be Checked.

(4) Recalculate Actual units and Cost when duration percent(%) complete changes: Must be Checked.

(5) Link Actual to Date and Actual This Period Units and Cost: Must be Checked.

f. Project Level, Settings Tab:

(1) Define Critical Activities: Check "Total Float is less than or equal to" and add "0d".

g. No on-site construction activity may have durations in excess of 20 working days.

1.3.1.2 Microsoft Project 2010 Settings and Parameters

The Network must have a minimum of 30 construction activities. No on-site construction activity may have durations in excess of 20 working days.

1.3.1.3 Cost Loading Microsoft Project 2010 Schedules

Assign material, labor and equipment costs to their respective Construction Activities. Material and equipment costs for which payment will be requested in advance of installation must be assigned to their respective procurement activity (i.e. the material/equipment on-site activity). Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the contract.

a. Submit an Earned Value Report with each schedule update showing activity budget, cost percent complete, earned amount and cost to complete as directed by the Contracting Officer.

b. With each schedule submission, provide a Schedule Variance control (SVC) diagram showing:

(1) Cash Flow S-Curves indicating planned project cost based on projected early and late activity finish dates.

(2) Earned Value to-date. Revise Cash Flow S-Curves when the contract is modified, or as directed by the Contracting Officer.

1.3.2 Schedule Submittals and Procedures

Submit Network Analysis Schedules (NAS) and updates in hard copy and on

SECTION 01 32 16.00 20 Page 4 electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated

SECTION 01 32 16.00 20 Page 5 schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

e. Unless the Contracting Officer requests otherwise, only add conformed contract modifications into the Project NAS.

1.6 4-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 4-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 4-Week Look Ahead Schedule to the Contracting Officer for review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

SECTION 01 32 16.00 20 Page 6

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved G

1.4.2 Information Only

1.5 PREPARATION

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

1.6.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.6.3 Number of Samples SD-04 Samples

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting That Variations Are Compatible

1.8.4 Review Schedule Is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Copies Delivered to the Government

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

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

and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

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

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

SECTION 01 33 00 Page 3

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SECTION 01 33 00 Page 4

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

Special requirements necessary to properly close out a construction

SECTION 01 33 00 Page 5 contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal and contact information:

AOF/KAO

USACE Kewaunee Area Office ATTN: Dan Weisner 124 N. Main St.

Kewaunee, WI 54216 Phone: 920-388-3720

ECG

Detroit District USACE ATTN: Luke Vermeulen 477 Michigan Ave Detroit, MI 48226 Phone: 313-226-3529

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals , except those SD-01 Pre-Construction Submittals noted above , construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, AOF

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved G

Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 Information Only

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

SECTION 01 33 00 Page 6

1.5 PREPARATION

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit 6 copies of submittals of shop drawings requiring review and approval only by QC organization and 7 copies of shop drawings requiring review and approval by Contracting Officer.

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 Number of Samples SD-04 Samples

a. Submit 2 samples, or 2 sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit 3 copies of O&M Data to the Contracting Officer for review and approval.

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit 2 sets of administrative submittals.

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not

SECTION 01 33 00 Page 7 relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.8.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.8.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.9 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not

SECTION 01 33 00 Page 8 change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.9.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.9.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

SECTION 01 33 00 Page 9

1.9.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.9.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.10 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in

SECTION 01 33 00 Page 10 paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. 2 copies of the approved submittal will be retained by the Contracting Officer and 1 copy of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.11.1 Review Notations

Contracting Officer review will be completed within 10 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the…