Specifications_-_Gallloway_Creek.pdf

Galloway Creek Restoration GALLOWAYCREEK

READY TO ADVERTISE 06/21/17

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 TECHNICAL SPECIFICATIONS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 MEASUREMENT AND PAYMENT

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 38 00 CONSTRUCTION VIDEO

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

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

01 57 20.00 20 ENVIRONMENTAL PROTECTION

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 32 39 BIOENGINEERING PRACTICES FOR STREAM BANK AND SHORELINE

STABILIZATION

31 99 01 SOIL EROSION AND SEDIMENT CONTROL

31 99 02 COMPREHENSIVE FLOODPLAIN GRADING

31 99 03 CHANNEL EXCAVATION AND GRADING

31 99 10 IN-STREAM STRUCTURES

31 99 14 ROCK SWALE

31 99 15 EROSION CONTROL MATTING

31 99 16 PUMP AROUND

31 99 22 DORMANT WOODY CUTTINGS / LIVE STAKES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 96 01 ALUMINUM BOX CULVERTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 01 00

TECHNICAL SPECIFICATIONS

05/17

PART 1 GENERAL

1.1 COORDINATION

1.2 CONTRACTOR COMMUNICATION

1.3 NOISE ABATEMENT

1.4 SITE SECURITY

1.5 TEMPORARY FACILITIES /SERVICES

1.6 HANDLING AND STORING OF MATERIALS

1.7 MATERIAL VERIFICATION

1.8 TEMPORARY WORK

1.9 PROTECTION OF ADJOINING PROPERTY

1.10 RESTRICTIONS ON TREE CLEARING OPERATIONS

1.11 BURNING ON SITE

1.12 WARRANTY

PART 2 PRODUCTS

2.1 NOT USED

PART 3 EXECUTION

3.1 NOT USED

-- End of Section Table of Contents --

SECTION 01 01 00 Page 1

SECTION 01 01 00

TECHNICAL SPECIFICATIONS

05/17

PART 1 GENERAL

1.1 COORDINATION

The CONTRACTOR and all SUBCONTRACTOR(S) shall cooperate and coordinate their work with the CONTRACTING OFFICER'S REPRESENTATIVE (COR) expedite the progress of the project. Each CONTRACTOR/ SUBCONTRACTOR shall review and refer to the drawings and Specifications of other trades involved with their particular work before proceeding. Any work installed which conflicts with another trade, and which had not been brought to the attention of the CONTRACTING OFFICER'S REPRESENTATIVE (COR) prior to installation, shall be removed at no additional expense.

The CONTRACTOR shall contact and coordinate with the following listed individual(s) five (5) days prior to accessing the site such that construction activities are not delayed.

Mr. Ryan Giorio, Oakland University, (248) 370-4383 Mr. Tom Schall, Katke-Cousins Golf Course, (248) 364-6322 Ms. Bridget Rohn, USACE - Detroit District, (313) 226-2222 Ms. Karyn Green, MDEQ Part 301/303 Permit, (586) 256-7274 Mr. Joe Gardner, Oakland County WRC, Soil Erosion, (248) 858-9699

1.2 CONTRACTOR COMMUNICATION

During construction, the CONTRACTING OFFICER may issue directives to the CONTRACTOR related to performance and project compliance either directly or through the ENGINEER.

No verbal agreement or conversation with any officer, representative, agent or employee of the ENGINEER, either before or after execution of this contract, shall affect or modify terms or obligations herein contained.

1.3 NOISE ABATEMENT

The CONTRACTOR shall limit project activities to between the hours of 7:00AM and 7:00PM local time except when approved by the CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

1.4 SITE SECURITY

The CONTRACTOR shall be solely responsible for providing security as deemed necessary to protect the work area, equipment, and any other item or area that the CONTRACTOR is using. The CONTRACTING OFFICER will not be responsible for any damage or loss incurred by the CONTRACTOR due to inadequate site security.

The CONTRACTOR shall erect or install signs, barricades, safety fence or other measures to prevent PUBLIC access to work areas.

SECTION 01 01 00 Page 2

1.5 TEMPORARY FACILITIES /SERVICES

As part of site mobilization, before any project work is started, the CONTRACTOR shall furnish, install and maintain ample sanitary facilities for the CONTRACTOR and/or SUBCONTRACTOR(s) staff. Project site visitors including all representatives of the CONTRACTING OFFICER, ENGINEER, Agencies, and Utilities shall have access to the temporary facilities during project related site visits.

Project Right of Way and staging areas are shown on the drawings. The Contractor may negotiate additional rights of way at no additional cost to the Government.

The CONTRACTOR shall provide the Government with separate construction job site trailer or office. All temporary utilities that may be required for the trailer and construction, including power and/or water, shall be the responsibility of the CONTRACTOR and they shall bear the cost of all utilities used for construction including but not limited to coordination, setup, maintenance, abandonment and removal.

All such temporary facilities and services shall be furnished in strict accordance with local, state and federal regulations.

1.6 HANDLING AND STORING OF MATERIALS

The CONTRACTOR shall furnish any storage facilities necessary for their operations at their own expense. Weather-tight storage facilities, as may be required, shall be provided by the CONTRACTOR for materials that will be damaged by storage in the open. Any storage facilities shall be located on and be removed from the job site as directed by the Contracting Officer's Representative (COR). All materials shall be carefully handled to preclude damage and shall be properly stored at the site to prevent deterioration, injury, or the intrusion of foreign matter. Damaged or deteriorated materials shall be promptly removed from the site.

1.7 MATERIAL VERIFICATION

All materials shall be in accordance with the Construction Documents (plans, specifications, manufactures specifications, etc.). Materials without tags and/or manufactures shipping notice, that cannot be field verified as meeting the design specifications, shall be rejected. All seed bag / vegetation tags shall remain attached to the bags / plant material until the installation is complete. All seed bag and vegetation tags shall be submitted to the Construction Inspector for their use.

Materials failing to meet the requirements of the construction documents shall be considered "Rejected" and removed from the site at no additional cost to the Government. Materials rejected by the CONTRACTING OFFICER'S REPRESENTATIVE (COR) may be marked with standard "temporary" marking paint (or other means) to prevent installation of failed materials. The CONTRACTING OFFICER'S REPRESENTATIVE (COR) accepts no cost associated with identifying/ marking "Rejected" materials. "Rejected" materials shall be removed from the site within 72 hours of rejection and the removal will be verified by the CONTRACTING OFFICER'S REPRESENTATIVE (COR). The request for the use of alternative project materials for the convenience of the CONTRACTOR may be denied.

SECTION 01 01 00 Page 3

1.8 TEMPORARY WORK

All required temporary work shall provide for safe and proper performance of the work. The CONTRACTOR shall be responsible for adequate design and construction of all temporary work used in construction of Contract Work.

1.9 PROTECTION OF ADJOINING PROPERTY

The CONTRACTOR shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Contract, from any damage or injury by reason of said process construction. The CONTRACTOR shall be liable for any and all claims for such damage on account of their failure to fully protect all adjoining property. The CONTRACTOR agrees to indemnify the CONTRACTING OFFICER and their representative.

1.10 RESTRICTIONS ON TREE CLEARING OPERATIONS

Any existing trees designated to remain shall be protected from disturbance during construction. No native trees larger than 3 inch DBH shall be cut during the bat roosting season of April 1 through September 30 without prior approval by the COR. Trees to be used for construction of structures shall be approved by the CONTRACTING OFFICER'S REPRESENTATIVE (COR) and shall be carefully excavated and downed. Tree tops and invasive shrubs that have been pulled out by the roots can be used along the top layer of submerged toe wood structures.

Trees or other vegetation outside of the construction limits shall not be disturbed.

1.11 BURNING ON SITE

Burning within or adjacent to the project limits shall NOT be allowed.

The CONTRACTOR shall be liable for all damage from any fire due directly or indirectly to its own activities or to those activities of its employees or its SUBCONTRACTOR's of any tier or their employees.

1.12 WARRANTY

The CONTRACTOR shall warranty all materials and workmanship for a period of 1 year following the vegetation establishment period per the Warranty requirements in Subsection 3.9 of Section 01 78 00 - Closeout Submittals.

PART 2 PRODUCTS

2.1 NOT USED

PART 3 EXECUTION

3.1 NOT USED

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SECTION 01 01 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G Contractor Qualifications; G Safety Plan; G Material tickets/tags; G Shop Drawings; G Changes During Construction; G Public Road Use Permits; G Project Access (changes); G Staging Area (changes); G Construction Schedule; G Material Safety Data Sheets; G Refueling Operations Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes excavation and grading of stream channel sections (re-meandering), abandonment and partial filling of the existing channel, the removal of two golf cart crossings and the installation of aluminum box culverts, construction of in-stream habitat features, excavation and/or grading of floodplain wetland features, and incidental related work.

1.2.2 Location

The work is located within Katke-Cousins Golf Course at Oakland University, approximately as indicated. The exact location and extent of the project will be provided by the Contracting Officer and is shown on the Project Plans.

1.3 OCCUPANCY OF PREMISES

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of existing roads and designated access corridors. Access roads, including utility right-of-way crossings, are shown on the plans and detailed in the project notes and details.

SECTION 01 11 00 Page 2

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of ground disturbance, and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 3 days or call 811 or 1-800-482-7171 prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. The Contractor shall verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 3 days prior to starting excavation work.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.1.2 No Smoking/Tobacco Use Policy

1.2.2 Working Hours

1.2.3 Work Outside Regular Hours

1.2.4 Exclusionary Period

1.2.5 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The Katke-Cousins Golf Course (golf course) will remain in operation during the entire construction period. The Contractor must conduct their operations so as to cause the least possible interference with normal operations of the activity. Any construction activity impacting golf course operations will be coordinated with golf course prior to conducting the work.

b. Project items requiring approvals of materials, and/or shop drawings include:

(1) Aluminum box culverts

(2) Planting materials

c. Permission to interrupt roads, railroads, and/or utility service must be requested in writing to the facility owner. The Contractor will provide a copy of the approved permission letter to the Contracting Officer.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Maintain a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 No Smoking/Tobacco Use Policy

Smoking / tobacco use is prohibited within all buildings and per Katke-Cousins Golf Course (golf course) policies. Discarding tobacco materials other than into designated tobacco receptacles is considered littering.

SECTION 01 14 00 Page 2

1.2.2 Working Hours

Regular working hours must be between 7 AM and 7 PM Monday through Friday, unless otherwise approved by the Contracting Officer, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 10 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Exclusionary Period

No work will be required during the period February 15, 2017 to April 15, 2018, inclusive. This period has not been considered in computing the time allowed for the performance of this contract. No work will be allowed in-stream during the period March 1, 2018 to June 30, 2018, inclusive unless writeen permission is received from the Contracting Officer or their Representative.

See Specification Section 01 57 20.00 20, Paragraphs 3.4.1 and 3.4.2 regarding Environmental windows.

1.2.5 Utility Cutovers and Interruptions

Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. This time limit includes time for deactivation and reactivation.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PAYMENT ITEMS

1.2.1 Required Work - Reaches 2 and 3(Bid Item 0001)

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Vegetation Establishment Period - Reaches 2 and 3 (Bid Item

0002)

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Option 1 - Reach 4 (Bid Item 0003)

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Option 1 - Vegetation Establishment Period - Reach 4 (Bid Item

0004)

1.2.4.1 Payment

1.2.4.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

08/15

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. 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 Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Stone and Aggregate Weight Certificates; G

Aluminum Box Culverts - Shop Drawings (MI Professional Engineer - Sealed); G

Mechanically printed seed tag and laboratory analysis for all seeds, specifying the purity and germination; G

Suppliers tag indicating species for all plant materials; G

1.2 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 job 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. The Contractor shall submit as-built information for a percentage of the Job (JA) bid for the required work or for each option following the completion and stabilization of at least 500 feet of channel.

All work shall be performed, measured, and paid for in accordance with all parts of the construction documents. The contractor is responsible for submitting interim (progress) survey data, final survey data, and a final record drawing of all installed work, confirming that plan locations, grades, and elevations have been met. Progress surveys/data do not require a Michigan licensed surveyor's seal.

Progress surveys shall be performed as sections of work are completed.

Progress survey data shall be submitted as part of the required pay request documents. Progress survey data shall be reviewed and must be approved by the CONTRACTING OFFICER'S REPRESENTATIVE before payment is made.

SECTION 01 22 00 Page 2

Progress and final surveys shall include the following information, at minimum:

control points, benchmarks, horizontal and vertical (critical points) structure placement, all grade points shown on plans, representative cross sections in each project section (reach) and of each channel feature (pool, and riffle) with an adequate number of points to define channel bed, banks, and floodplain, including break points, boundary survey of planted project areas, and any other points necessary to accurately represent the work.

1.2.1 Required Work - Reaches 2 and 3(Bid Item 0001)

1.2.1.1 Payment

Payment will be made at the contract Job (JA) price for all costs associated with the Contractor's labor, materials, tools, equipment, and other incidentals necessary to complete the work shown on the plans and in accordance with these specifications ready for use along the channel and floodplain excavation, fill, grading, in-stream structures, two aluminum box culverts and associated stream crossing features, erosion control, and planting of Galloway Creek from Station 10+00 to 40+54.11. Payment constitutes full compensation for all mobilization/demobilization, plant, labor, equipment, and incidentals.

1.2.1.2 Unit of Measure

Unit of measure: Job (JA)

1.2.2 Vegetation Establishment Period - Reaches 2 and 3 (Bid Item 0002)

1.2.2.1 Payment

Payment will be made at the contract Job (JA) price for all costs associated with the Contractor's labor, materials, tools, equipment, and other incidentals necessary to complete the work shown on the plans and in accordance with these specifications ready for use to monitor and maintain all seeding and planting work in Reaches 2 and 3 during the one (1) year establishment period beginning upon acceptance of work for the required, and as applicable OPTION, bid items. Maintenance may require watering, weeding, supplemental mulching, waterfowl/grazing control, mowing, invasive plant species control, and other activities that may be described in subsection 3.8 Establishment Period and Final Acceptance and 3.9 Warranty of Specification 01 78 00, Specification 32 92 19 Seeding, or Specification 32 93 00 Exterior Plants.

1.2.2.2 Unit of Measure

Unit of measure: Job (JA)

SECTION 01 22 00 Page 3

1.2.3 Option 1 - Reach 4 (Bid Item 0003)

1.2.3.1 Payment

Payment will be made at the contract Job (JA) price for all costs associated with the Contractor's labor, materials, tools, equipment, and other incidentals necessary to complete the work shown on the plans and in accordance with these specifications ready for use along the channel and floodplain excavation, fill, grading, in-stream structures, erosion control, and planting of Galloway Creek from Station 40+54.11 to 49+00.

1.2.3.2 Unit of Measure

Unit of measure: Job (JA)

1.2.4 Option 1 - Vegetation Establishment Period - Reach 4 (Bid Item 0004)

1.2.4.1 Payment

Payment will be made at the contract Job (JA) price for all costs associated with the Contractor's labor, materials, tools, equipment, and other incidentals necessary to complete the work shown on the plans and in accordance with these specifications ready for use to monitor and maintain all seeding and planting work in Reach 4 during the one (1) year establishment period beginning upon acceptance of work for the required, and as applicable OPTION, bid items. Maintenance may require watering, weeding, supplemental mulching, waterfowl/grazing control, mowing, invasive plant species control, and other activities that may be described in subsection 3.8 Establishment Period and Final Acceptance and 3.9 Warranty of Specification 01 78 00, Specification 32 92 19 Seeding, or Specification 32 93 00 Exterior Plants.

1.2.4.2 Unit of Measure

Unit of measure: Job (JA)

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 22 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

1.3.2 Bar Chart Schedule

1.3.3 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 3-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

02/15

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

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 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 a bar chart. Build the schedule as follows:

a. The Project Schedule must show submittals, Government review periods, material/equipment delivery, utility outages, all on-site construction, SECTION 01 32 16.00 20 Page 2 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".

1.3.2 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

1.3.3 Schedule Submittals and Procedures

Submit Bar Chart Schedules and monthly updates in hard copy and on 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

SECTION 01 32 16.00 20 Page 3 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 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.

SECTION 01 32 16.00 20 Page 4

(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 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-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 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and 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.

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 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

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

1.4.2 Information Only

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Copies of SD-02 Shop Drawings

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

Manufacturer's Instructions

1.5.3 Number of Samples SD-04 Samples

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

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

Field Reports

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

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

Closeout Submittals

1.6 INFORMATION ONLY SUBMITTALS

1.7 VARIATIONS

1.7.1 Considering Variations

1.7.2 Proposing Variations

1.7.3 Warranting that Variations are Compatible

1.7.4 Review Schedule Extension

1.8 SUBMITTAL REGISTER

1.8.1 Use of Submittal Register

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Copies Delivered to the Government

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 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

05/11

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.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".

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 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

SECTION 01 33 00 Page 3

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

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.

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-06 Test Reports

Report signed by authorized official of testing laboratory that a

SECTION 01 33 00 Page 4 material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, 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 the 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 document purpose is to further promote the 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-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

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.

SECTION 01 33 00 Page 5

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction 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.

1.2.2 Approving Authority

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

AOF/GAO

Detroit Area Office ATTN: Adam Virga, Chief of Construction US Army Corps of Engineers, Detroit Area Office Office 313-226-1315 Cell 313-319-8641 Adam.J.Virga@usace.army.mil

Phil Mlinarich, Project Engineer US Army Corps of Engineers, Detroit Area Office 313-806-6731 Philip.M.Mlinarich@usace.army.mil

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

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved

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

1.4.2 Information Only

They are not considered to be "shop drawings" within the terms of the

SECTION 01 33 00 Page 6

Contract Clause referred to above.

1.5 QUANTITY OF SUBMITTALS

1.5.1 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.

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

Submit in compliance with quantity requirements specified for shop drawings.

1.5.3 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.

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

Submit in compliance with quantity requirements specified for shop drawings.

1.5.5 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.

1.5.6 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.

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

Unless otherwise specified, submit 2 sets of administrative submittals.

1.6 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 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

SECTION 01 33 00 Page 7 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.

1.7 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.

1.7.1 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.

1.7.2 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.

1.7.3 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.

1.7.4 Review Schedule Extension

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.

1.8 SUBMITTAL REGISTER

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

SECTION 01 33 00 Page 8 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.

1.8.1 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.

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