HSBP1017R03771_-_Attachment_2_-_Statement_of_Work.pdf

Statement of Work

Project Name:

NA DTM DTS Remove Bulkhead ST Claire River

BP SPINET Gull Island, Michigan Wet lands St Claire River Clair County, MI 48028

1. BACKGROUND:

The Customs and Border Protection (CBP), Office of Facilities Management and Engineering Directorate (FM&E) is responsible for the coordination of all real property management functions within CBP, in addition to all aspects of financial management and budgeting, logistical support, building management services, investment planning, and life cycle management of real property.

A 20 linear feet of steel sheet pile (Bulkhead) placed by the Custom Border Patrol (CPB) in 2009 for access to the wetlands adjacent to and in the St. Clair River at Gull Island has since been submerged from the high water levels. The higher water levels have left the Bulkhead structure entirely in the water way, creating a hazard to navigation in the St. Clair River.

2. SCOPE:

This project is to satisfy the request from the Department of the Army to remove the Bulkhead hazard from the water way. The contractor shall review the in place structure to verify it is built per the attached plains. The contractor will remove the Bulkhead in its entirety. The contractor will apply and obtain a permit for this work from the Army Corp. of Engineers (USACE). The contractor shall properly dispose of all the removed structure.

3. DESCRIPTION OF WORK:

The Contractor shall provide all materials, labor, tools, equipment, permits and supervision to accomplish tasks as outlined in this Statement of Work.

A. Apply for a General Permit from the USACE for the removal of structures within this proposed work. The General Permit allows for a shortened review process for projects that have minor impacts and are typically completed within 60 days once a complete application has been received.

Complete and return the application following the procedures set forth in the application. Plan view and cross-sectional view drawings, in 8½” x 11” format, should accompany the application. Drawings and a narrative on the form should specifically identify and describe all of the structures, work, and discharges, including temporary or removal measures.

B. Remove Bulk head in its entirety.

C. Properly dispose of all excavated material.

4. APPLICABLE DOCUMENTS:

Including temporary or removal measures

a. Latest edition of OSHA CFR 1926 safety standards.

https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=standards&p_id=10593

b. Section 10 Rivers and Harbors Act of 1899 33 U.S.C 403 Army corps of Engineers

c. Section 404 of the Clean Water Act Army Corps of Engineers

d. The necessary permit application can be found on website at http://www.lre.usace.army.mil/Missions/RegulatoryProgramandPermits.aspx.

5. DESIGN SUBMITTALS

4.1 Pre-design report: This report shall include the requirements of the USACE as indicated above, as well as the documentation. This report shall include a copy of 8-1/2”x11” with 11”x17” fold-outs as required.

6. APPLICABLE DOCUMENTS:

a. Before and After Photos.

7. SPECIFIC TASKS:

Task Sequence:

b. Install Sediment and erosion control measures

c. Excavate as needed around bulk head

d. Remove bulk head in its entirety including Whalers, Deadman and Bracing

e. Backfill excavated material per USACE permit

f. Remove sediment and erosion measures

g. Properly dispose of all removed material https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=standards&p_id=10593 http://www.lre.usace.army.mil/Missions/RegulatoryProgramandPermits.aspx

5. WORK SCHEDULE:

Contractor shall be required to perform work between the hours of 0730-1630 Monday through Friday, except federal holidays.

Contractor shall notify Contracting Officers Representative (COR), in writing at least 48 hours in advance to request a deviation to established work schedule.

Contractor shall safely provide any Barge, crane or other lifting mechanisms required, in coordination with Contracting Officer, and Border Patrol safety officer on site.

The Government offices will not be open on these days and the Contractor is not expected to perform work during these Holidays. New Year’s Day, Labor Day, Martin Luther King Jr.’s Birthday, Columbus Day, President’s Day, Veteran’s Day, Memorial Day, Thanksgiving Day, Independence Day and Christmas Day.

6. DELIVERABLES AND DELIVERY SCHEDULE:

The following table outlines the deliverables the Contractor shall submit for review and approval.

Item Number

Deliverable Title

Deliver To

Format Frequency Reference w/in SOW

1 Pre Design Report for Gull Island Bulkhead removal.

COR/CS Electronic via e-mail

Within fifteen (15) calendar days after notice of

NTP

6.4.1

2 Project Status Report (Includes Daily Status Reports)

COR/CS Electronic via e-mail

Weekly by 4 PM (Eastern Time) every Friday during performance

6.9

3 Weekly Progress Color Photos identify remaining waterway hazards

COR/CS Electronic via e-mail

Weekly by 4 PM (Eastern Time) every Friday during performance

6.11

4 Project Schedule

COR/CS Electronic via e-mail

Within five

(5) calendar days after issuance of the NTP

6.41/6.5/7.3

5 Task Specific Accident Prevention Plan (APP) and Task Specific Safety Plan (Submitted for Informational Purposes Only)

COR/CS Electronic via e-mail

Within five

(5) calendar days after

NTP

6.4.5 / 6.7

7 Two Week Look Ahead Schedule

COR/CS Electronic via e-mail

Within five

(5) calendar days after issuance of NTP; every week thereafter

6.4.3 / 6.10

General – All submittals shall be provided through a Material Approval Submittal (MAS) process and submitted to the COR in a PDF file format. Unless noted otherwise, all deliverables shall be in electronic format and submitted via email.

Submittals for Approval - If the contract provides for the submission of shop drawings, samples, lists, and descriptive data for approval, it is IMPORTANT that these be transmitted as early as possible in order to allow time for review and approval. In order to expedite the review for approval, the Contractor shall ensure that the submittals are clearly marked to properly identify the specific items proposed.

The Government will have five (5) calendar days to review contract deliverables/submittals. The Government reserves the right to reject any deliverable based on defects with respect to completeness correctness, clarity, and inconsistencies.

In the event of a rejection of any deliverable, the CS will notify the Contractor in writing within five (5) calendar days of the receipt of the deliverable of any deficiencies to be corrected. The Contractor shall have five (5) calendar days to correct the deficiencies and resubmit for review and approval.

6.1 Accuracy All deliverables shall be accurate in presentation, content, and shall adhere to the guidelines set forth in this document. All documentation presented to CBP shall be complete, correct, clear and consistent.

6.2 Clarity Deliverables shall be clear and concise.

6.3 Timeliness Deliverables shall be submitted on or before the due date specified in SOW. A deliverable is considered timely if submitted on or before the date specified in the SOW and if the Government provides any written notifications of deficiencies, the Contractor corrects the deficiencies within five (5) calendar days.

Submittals

6.4 Submittals shall be provided for the following requirements.

6.4.1 Deliver a Project Schedule within five (5) calendar days of issuance of the NTP. The schedule shall provide sufficient detail to include but not limited to design time, method of approach and milestone and completion dates relating to the various phases or sequences of the project. The Project Schedule shall be in electronic format, using established software such as Microsoft Project or other recognized industry standard software. The Contractor shall submit an updated Project Schedule with each progress payment request or at any time that on-site work falls seven (7) calendar (or more) days behind the scheduled time frame.

6.4.3 Deliver a Two Week Look Ahead Schedule within five (5) calendar days of issuance of the NTP. This schedule shall clearly show the detail of task(s) time lines shown on the Project Schedule. This schedule shall be updated weekly and emailed to the COR by close of business each Friday during the entire performance of this order.

6.4.5 Contractor shall prepare and submit a Task Specific Accident Prevention Plan (APP) and Task Specific Safety

Plan within five (5) calendar days of notice of Notice to Proceed. This plan shall be submitted for informational purposes.

Pre-Removal Submittals

6.5 Project Schedule. See Paragraph 6.4.1.

6.6 SOV. See Paragraph 6.4.2, above.

6.7 Task Specific Accident Prevention Plan (APP) and Task Specific Safety Plan (submitted for information only).See Paragraph 6.4.5, above.

6.8 The Contractor shall prepare and submit to the COR a “Traffic Control Plan” outlining the areas for material and equipment staging and movement around the site during the project. This traffic control plan shall be submitted along with line 6.4.5 above. There can be no delivery of any materials and/or equipment until the Traffic Control Plan has been approved by the COR.

In Progress Report Requirements

6.9 Daily Reports - The Contractor shall provide daily status reports to the COR and/or the on-site point of contact (POC) throughout the duration of the project until all work is completed. These updates shall be transmitted via email by 4:00 PM (Local Time) each Friday. The frequency of updates may be adjusted by the COR, as appropriate.

6.10 Two Week Look Ahead Schedule: the Contractor shall provide an updated Two Week Look Ahead Schedule to the COR and CS via email throughout the project duration.

6.11 Weekly Progress Color Photos: The Contractor shall provide weekly progress color photos. Photos shall be in digital format and be of size and quality that when printed on 8 ½” x 11” stock can show the detail of the work. Photos shall be of a quantity and quality to adequately show progress of the work being executed and related activities. Provide a minimum of six (6) progress photos per week. Photos shall be transmitted via email along with weekly reports by 4:00 PM (Local Time) each Friday.

Post-Removal Submittals

6.12 The Contractor shall furnish the following Post-Removal Submittals.

6.12.3 All post-removal photo submittals shall be reviewed and approved by the COR before final acceptance of project completion.

6.12.4 Contractor shall provide a 1 year warranty on labor, materials, including equipment and travel expenses from the date of acceptance of the project by the COR and the conclusion of the project and before final acceptance of the work.

7. GOVERNMENT-FURNISHED EQUIPMENT AND INFORMATION:

N/A

8. PLACE OF PERFORMANCE:

Gull Island, St Claire River Clair County, Michigan

9. PERIOD OF PERFORMANCE:

120 calendar days after contract NTP.

10. SECURITY:

1.1. SECURITY: The work conducted on this task order will be For Official Use Only (FOUO) with appropriate markings on all documents produced in support of this SOW. The Contractor shall comply with Customs and Border Protection (CBP) administrative, physical and technical security controls to ensure that the Government's security requirements are met.

1.2. PHYSICAL SECURITY: The Contractor shall safeguard all Government equipment, information and property provided for Contractor use. At the close of each work period, Government facilities, equipment, and materials shall be secured.

1.3. CBP BACKGROUND INVESTIGATION (BI) CLEARANCE:

(a) The Contractor shall comply with the CBP administrative, physical, and technical security controls to ensure the federal government's security requirements are met.

(b) Contractor s hired for work within the United States or its territories and possessions, and who require access to the Department of Homeland Security (DHS) owned or controlled facilities, information systems, security items, or products and/or sensitive but unclassified information shall be U.S. Citizens and shall live within the United States or its territories.

(c) The Contractor shall run a preliminary criminal background check on candidates prior to being referred for interviewing. Only candidates who pass the preliminary criminal background check performed by the Contractor shall perform work under this SOW.

(d) All Contractor’s hired for work must pass a criminal background check, which will be performed by CBP, Security Programs Division prior to being allowed full access to government systems. Failure to pass a criminal background check or a thorough CBP background investigation completed by the CBP, Security Programs Division is grounds for removal from working under this SOW.

(e) The Contractor shall submit within ten (10) working days after award of this Task Order, a list containing the full name, and date of birth of these candidates who have successfully passed the preliminary background investigation (BI) by CBP, or submit such information and documentation as may be required by the Government to have a BI performed for all personnel.

The information must be correct and be reviewed by a Customs Official for completeness. Normally, this shall consist of SF-85P, "Questionnaire for Public Trust Positions;" FD-258, "Fingerprint Chart;" and a Financial Statement. Failure of any Contractor personnel to pass a BI means that the Contractor has failed to satisfy the requirement to provide cleared personnel.

(f) The continuing failure to meet the requirement to provide cleared personnel is grounds for termination of the task order, unless cleared personnel are timely provided as replacements. The Contractor shall provide a qualified replacement capable of passing a BI for any person who fails to successfully pass a BI. This policy applies to any personnel hired as replacements.

(g) Completion of the investigation may be as brief as 90 days or as long as 1 year

All Contractor personnel will be escorted by a government appointed person while inside the Border Patrol Station.

Attachment A Information Only Excavation and Fill Calculations for Gull Island

Fill AreaB Width (ft.) Length (ft.) Depth (ft.) Volume (ft3) Volume (yd3) Fill Area (ft2)

Access Road* 13 700 1 9100 337.04 9100 Fence and Posts 6.60 0 Bulkhead backfill** 20 12 10 800.00 29.63 120 Piles 19.00 0 Totals 458.62 11464

B Includes "H" piles: 8 piles with dimensions 1 ft x 2 in x 130 ft.

OHWM fill volumes: assumes 40% of total bulk head backfill 11.9 yd3

* Access Road and the Cabinet Foundations is not below grade. The fill will be placed on the surface at ** The soils excavated from the tower foundation installation will be used as backfill on-site.

The volume is based on 20 foot length of Bulkhead moving to a 12 ft road base, 10ft width by 10 ft height.

23 yd3 from the tower excavation will be used for Bulkhead backfill and 4 yd3 will be for site restoration.

GULL ISLAND

PROPOSED MONOPOLE LOCATION

PROPOSED 25' x 25' FENCE-•.... _,, EXISTING UTILITY

TRANSFORMER

ON OLD CLUB

PROPOSED GATE LOCATION

TRENCHED CABLE - WETLAND

LENGTH: 700 Ft WIDTH: 1 Ft

PROPOSED STEEL BULKHEAD

LENGTH: 1 Ft WIDTH: 20 Ft DEPTH: 10 Ft

DEPTH: 3 Ft PROPOSED ROAD TO TOWER LENGTH: 700 Ft

TRENCHED CABLE - CROSSING

LENGTH: 4,000 ft

(INSTALLED PARALLEL TO ROAD

WITHIN 2 Ft OF ROAD)

WIDTH: 14 Ft (Base) 12 Ft (Top)

DEPTH: 1 Ft

WIDTH: 2 ft DEPTH: 4 ft

ST. CLAIR RIVER

SITE PLAN

0 1 2

SCALE: AS SHOWN

NOTES:

(1) PROPERTY BOUNDARY IS ENTIRE ISLAND (SINGLE LANDOWNER )

(2) ENTIRE ISLAND IS DESIGNATED AS A WETLAND

(3) ENTIRE ISLAND IS WITHIN FLOODPLAIN

$Binet Northern Border Project DTM-011 Gull Is land Trench OYerYie\v Generated 21 May 2009

OLD CLUB

PUBLIC POWER UTILITY ACCESS

PROPOSED TRENCH ROUTE FOR

PUBLIC UTILl"FY EX 'fENTION

DTM-011 RVSS SITE

BUN-011RVSS SITE

N42° 32' 13.7"

I ws2° 40· 21.3"

I

N

ELECTRICAL PLAN 1

PLAN VIEW (CROSSING) C03A

ELECTRICAL PLAN 2

PLAN VIEW (WETLAND) C03A

NOTES:

(1) PROPERTY BOUNDARY IS ENTIRE ISLAND (SINGLE LANDOWNER)

(2) ENTIRE ISLAND IS DESIGNATED AS A WETLAND

(3) ENTIRE ISLAND IS WITHIN FLOODPLAIN

25'

PROPOSED 25' x 25' FENCE-• .... ,, PROPOSED GATE LOCATION

ELECTRI C CABLE SPECIFI CATI ON:

(1) CONDUIT SIZE: 4" DIAMETER

(2) CONDUIT TYPE: 2-4/0 & 1#6 LP TRIPLEX CPE JACKETED

DIRECT SUBMERSIBLE CABLE

GULL ISLAND

25'

PROPOSED UPS CABINET I. --

PROPOSED MONOPOLE LOCATION

POWER LINE WILL PARALLEL

THE ROAD WITH-IN 24•

I . I

Existing/ Proposed Grade

(River bed

2.0'

Backfill from trenching

Existing/

Proposed Grade

1.0' Backfill from trenching

0.0' 5.0'

Clean Bedment Material (8") o.o o· 5.0'

Clean Bedment

Material (8")

Proposed Electric Cable (4" Conduit)

Scale

(4" conduit)

ELECTRICAL PLAN 2 ELECTRICAL PLAN 3

CROSS SECTION B-B {CROSS ING) C03B CROSS SECTION B-B {WETLAND) C03B

700' {Wetland) 4,000' {Crossing)

.......· :: : :·:::: = :::: :: : ::·:::: :C-

•••••••••• •• ]jfil,•••••••• ••••

Old Club Public Power Utility Access

Gui Island

• • • ••••••••• ••••••• •••••••••••••••••• ··:•·r: {R'. U '.'. :'.·'. '. , • • • ,,> ·........,,.

. •.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. b.d· ·· .0.••· · .

Horizontal Scale

ELECTRICAL PLAN

CROSS

SECTIO

N A-A

Harsen's Island

TRENCHI NG SPECIFI CATI ONS {CROSS I NG)

Trench Length: 4,000.0 ft Trench Depth: 4.0 ft Trench Width: 2.0 ft

Quantity of Disturbed Material: 1,190 cu yds All trenched material will be used as backfill into the trench.

Introduction of Clean Bedmen t Material: 200 cu yds

Quantity of Disturbed Material: 80 cu yds

TRENCH ING SPECIFICATIONS {WETLAND)

Trench Length: 700.0 ft Trench Depth: 3.0 ft Trench Width: 1.0 ft

Trench "''ill run along side the pioneer road.

All trenched material \vill be used as backfill into the trench.

Introduction of Clean Bedment Material: 20 cu yds

ELECTRIC CABLE SPECIFICATION:

(1) CONDUIT SIZE: 4" DIAMETER

(2) CONDUIT TYPE: 2-4/0 & 1#6 LP TRIPLEX CPE JACKETED

DIRECT SUBMERSIBLE CABLE

. 11 1 1 1 1

IJM

... • • • • : • • • 1 · ... .:. • '

,., •..:- , "'.to ,...: . . "'I!

PLE, ..FINE,,,G L!SHQ R.OQ :··

1-7------------------------------ ·14,,-.0.. -------,.:.---------------------------!

,,. . · lJDISTURBqD

.. 1 '.

·GOS'

(j; 4.

NOTES:

(1) PROPERTY BOUNDARY IS ENTIRE ISLAND (SINGLE LANDOWNER )

(2) ENTIRE ISLAND IS DESIGNATED AS A WETLAND

(3) ENTIRE ISLAND IS WITHIN FLOODPLAIN

POWER LINE WILL PARALLEL

THE ROAD WITH-IN 24•

PROPOSED 12' ROAD TO

TOWER

GULL ISLAND

25'

PROPOSED UPS CABINET - .._......._ -

PROPOSED MONOPOLE LOCATION

25'

"PIONEER" ACCESS ROAD SPECIFICATIONS:

DIMENSIONS

PIONEER ROAD (BASE): 14 'W x l'D x 700'L PIONEER ROAD (TOP): 12'W x 1'D x 700'L

MATERIAL

Road material \vill consist of

1) Barrier cloth for full 700' length at base of road (14'W)

9,800 sq ft (J ,090 sq yd) of barrier cloth

2) 2-layers of clean fine crushed stone at a total depth of 1' for heavy equipment 9,100 cu ft (338 cu yd) of crushed stone

SITE PREPARATIO N

Lay down barrier cloth Lay down crushed stone

ACCESS

ROADWAY

EXISTING SHORELINE

o.o· 10.0'

BULKHEAD FILL

20.0'

BULKHEAD

Scale

RE TURN WALLS N OT SH OW N

,_--:::=P:'.R' O' P'O. SE'D:.:1'2" R'.O?A'.:D':.. -}c::JZR6OD(SP,A4I"RXE4D"X1X/21"5PTLAETBEASCFKRSOWNTlTAHN2D4 BA1"CKTlE -,--

GR'A!£D'.E=;;;;;--_., ;::

3.0'

PROPOSED BULKHEAD, ZSSX20'

SHEETING MINIMUM, 12" CHANNEL

CAPPING, 6"X4"X1/2" WALER SYSTEM

Z86X 16' TIEBACK SHEEIS (PAIRED WIT1i

/ ANGLE WALER AND 24'X1•TIE RODS

--EXISTING WATER ELEV.574.94 l.G.L.D.

1 ' RETURN WALLS

EXISTING SHORELINE

2.0' PROPOSED BULKHEAD, Z65X20'

SHEETING MINIMUM, 12" CHANNEL

CAPPING,6"X4"X1/2" WALER SYSTEM

EXISTING RIVER BOTTOM

,20· --------

L----8"X60' STEEL SUPPORT PILINGS.

BULKHEAD SECTION

SCALE: N.T.S.

BULKHEAD PLAN

SCALE: N.T.S.

NOTES:

(1) PROPERTY BOUNDARY IS ENTIRE ISLA ND (SINGLE LANDOWNER)

(2) ENTIRE ISLAND IS DESIGNATED AS A WETLAND

(3) ENTIRE ISLAND IS WITHIN FLOODPLAIN

25'

PROPOSED MONOPOLE LOCATI ON

25'

POWER LINE WILL PARALLEL

THE ROAD WITH-IN 24•

SEO BULKHEAD

BULKHEAD SPECIFICATIONS

DIMENSIONS

BULKHEAD: 20'W x 1'L x 10'D BULKHEAD FILL: 30 cu yds of fill

Fill to be obtained from to""er excavation

MATERIAL

BULKHEAD:

Installation of "steel" Bulkhead at beach landing location to extend und er road material as a transition from barge to "Pion eer Road".

There is no excavation for this Bulkhead, it "\<\1il1 be deployed in place.