SOW_and_Supplemental_Specs__Amendment_03.pdf

SATOC TASK ORDER SCOPE OF WORK

PROJECT TITLE

Mississippi River Levees – Maintenance IDIQ Task Order: Levee Slides Repair St. John’s Levee & Drainage District New Madrid County, Missouri and St. Francis Levee District of Missouri Pemiscot County, Missouri

PROJECT LOCATIONS

Levee slides at LM 35/23+00 and LM 36/19+00 are located on the Birds Point New Madrid Setback Levee within the St. John’s Levee & Drainage District in New Madrid County, Missouri.

Levee slide at LM 21/08+78 is located on the Mainline Levee within the St. Francis Levee District of Missouri in Pemiscot County, Missouri.

All three levee slides are located on the Commerce Missouri – St. Francis River System.

SCOPE OF WORK

The work consists of providing all plant, labor, and equipment necessary for the repair of three levee slides in accordance with the contract drawings and specifications.

AREA OFFICE

Caruthersville Area Office

AREA ENGINEER INFORMATION

Mr. Jack Ratliff, Area Engineer Caruthersville Area Office 706 Harry S. Truman Boulevard Caruthersville, Missouri 63830-1268

If other, give contact information:

N/A

TRANSPORTATION FACILITIES (DIRECTIONS TO THE PROJECT)

The levee slide located in Pemiscot County (levee slide at LM 21/08+78) can be accessed by taking Interstate 55 to exit 19 in Missouri. Turn onto Missouri Highway 84 and continue southeast for approximately 0.1 miles to East Outer Road. Turn onto East Outer Road and continue north for approximately 4.6 miles to County Road 334. Drive east on County Road 334 for approximately 0.4 miles until its intersection with the top of levee. Turn onto the levee and drive south on the levee for approximately 0.3 miles to the levee slide at LM 21/08+78 job site.

The levee slides in New Madrid County (levee slides at LM 35/23+00 and LM 36/19+00) can be accessed by taking Interstate 55 to exit 44 in Missouri. From exit 44 head east on I-55 Business for approximately 2.9 miles to its intersection with State Highway U/Dawson Road. Head east on State Highway U/Dawson Road for approximately 1.0 miles until its intersection with Missouri WW. Head south on Missouri WW for approximately 0.4 miles until its intersection with Vandenvender Avenue. Stay on Missouri WW at this intersection and head east for approximately 0.9 miles to the levee slides at LM 35/23+00 and LM 36/19+00 job site.

FOR SOLICITATION

LENGTH OF PROJECT

The levee slide at LM 35/23+00 is approximately 206 linear feet in length, the levee slide at LM 36/19+00 is approximately 116 linear feet in length, and the levee slide at LM 21/08+78 is approximately 80 linear feet in length.

STATION RANGE

This construction project consists of repairing three levee slides. See plan sheets C-100, C-101, and C-102 for the exact project limits for each slide repair location.

PERFORMANCE PERIOD (# of calendar days)

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

*Based on a 6 day work week January – 16 days February – 14 days March – 7 days April – 7 days May – 8 days June – 5 days July – 4 days August – 4 days September – 5 days October – 6 days November – 7 days December – 13 days

AMOUNT OF LIQUIDATED DAMAGES

$715.00

LOCAL POINT OF CONTACT (in the event of obstruction along project area)

Mr. Riley James St. John’s Levee and Drainage District PO Box 248 New Madrid, Missouri 63869 Telephone no. (573) 748-5574

Mr. Charles Davis St. Francis Levee District of Missouri PO Box 77 Caruthersville, Missouri 63830 Telephone No. (573) 333-0700

AUTHORITY

The work provided for herein is authorized by the Flood Control Act approved 15 JUNE 1936, as amended.

APPROPRIATION

96X3112 – Flood Control, Mississippi River and Tributaries

ALLOTMENT

MRL – Maintenance

ESTIMATED PROJECT VALUE

The estimated value of the proposed work is between $250,000 and $500,000.

TOTAL PROJECT SITE AREA

27.4 acres

TOTAL DISTURBED AREA

3.9 acres

PROJECT RECEIVING WATERS

Levee slide at LM 21/08+78 receiving water is the Mississippi River which is also the ultimate receiving water.

Levee slides at LM 35/23+00 and LM 36/19+00 receiving water is St. John’s Bayou. Ultimate receiving water is the Mississippi River.

PROJECT WITHIN THE JURISDICTION OF AN MS4

No

STORMWATER ENTER A WATERBODY ON THE 303(d) LIST OR WITH AN APPROVED TMDL No

OTHER INFORMATION

This project will require borrow material as shown on the plans in order to repair these three levee slides. The total estimated amount of borrow material needed to repair these levee slides is 955 cubic yards; this volume is included in the Excavation bid item.

Levee Slides Repair Task Order

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00.00 11 MEASUREMENT AND PAYMENT

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PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

1/10/08

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.2 Environmental Protection

1.2 Write and/or Amend SWPPP, Obtain Permit If Necessary, and

Conduct Inspections

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Remobilization

1.3.2 Storm Water Pollution Prevention

1.3.2.1 Silt Fence

1.3.2.2 Construction Exit

1.3.3 Stripping

1.3.4 Excavation

1.3.5 Geogrid

1.3.6 Compacted Backfill

1.3.7 Establishment of Turf

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.00 11 Page 1

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

1/10/08

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 job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

a. Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clauses PAYMENT FOR MOBILIZATION

AND DEMOBILIZATION.

b. Unit of measure, Job: JA

1.1.2 Environmental Protection

a. Measurement

No measurement will be made for Environmental Protection.

b. Payment

Payment will be made for costs associated with operations necessary for environmental protection as specified in Section 01 57 20.00 11 ENVIRONMENTAL PROTECTION. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Environmental Protection." This price and payment does not include those items covered under "Storm Water Pollution Prevention;" however, it does include items incidental thereto. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. The Contractor shall be responsible for payment of all fines/fees arriving from violation or non-compliance with Federal, State, Regional, and local laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

SECTION 01 22 00.00 11 Page 2

c. Unit of measure, Job: JA

1.2 Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections

a. Measurement

No measurement will be made for Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections.

b. Payment

Payment for Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections will be made at the job price for "Write and/or Amend SWPPP, Obtain Permit If Necessary, and Conduct Inspections", as broken down by the percentages listed under Stormwater Pollution Prevention below. Price and payment shall constitute full compensation for initial Contractor creation and submittal of a SWPPP and application for temporary construction stormwater permit to the appropriate state agency, obtaining SWPPP approval and permit from said agency, continuous updating of the SWPPP and all other operations incidental thereto for the duration of the construction activity, and filing the notice of termination upon reaching final stabilization of the site.

c. Unit of measure, Job: JA

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in Section 00 41 00.00 11 - BIDDING SCHEDULE and are 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, meeting safety requirements, tests, and reports, and for performing all work required for each of the unit price items.

1.3.1 Remobilization

a. Measurement

Measurement will be made per mile traveled.

b. Payment

For purposes of payment, when a Task Order requires the Contractor to move equipment more than 4 miles from the initial site to other sites within the same area, the Contractor shall be paid for "Remobilization" at the contract unit price per mile to the work area. The distance will be measured in miles from one site to the next in the order of performance directed by the Task Order.

c. Unit of measure, Mile: MI

1.3.2 Storm Water Pollution Prevention

No separate measurement or payment will be made for the work "Storm Water Pollution Prevention" required by Section 01 57 25.00 11 STORM WATER

SECTION 01 22 00.00 11 Page 3

POLLUTION PREVENTION PLAN (SWPPP) except as described in the paragraphs SILT FENCE AND CONSTRUCTION EXIT below. Any additional costs associated with Storm Water Pollution Prevention, other than these listed, shall be included in the contract price under Environmental Protection. The Government will pay all costs for the "Storm Water Pollution Prevention" at the contract unit price for each sub-item listed below as follows:

(1) Sixty percent of the unit price upon completion of the installation.

(2) The remaining 40 percent throughout the contract life, with a maximum of 20 percent being retained until final removal and cleanup of the premises.

The Contracting Officer will require the Contractor to furnish cost data to calculate the exact percentage to be paid upon installation.

1.3.2.1 Silt Fence

a. Measurement

Measurement for Silt Fence satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Silt Fence as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit price per linear foot for "Silt Fence" as broken down by the percentages above. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, including geotextile fabric, and performing all operations necessary for the placement and maintenance of Silt Fence throughout the contract period, including final dressing and cleanup.

c. Unit of measure, Linear Foot: LF

1.3.2.2 Construction Exit

a. Measurement

Measurement for Construction Exit satisfactorily designed, constructed and maintained by the Contractor will be per each placed.

b. Payment

Payment for the temporary Construction Exit as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN, including its maintenance and removal, will be made at the contract unit price for "Construction Exit" as broken down by the percentages above. Price and payment shall constitute full compensation for furnishing the design and all plant, labor, equipment, mechanical street sweeper and material to complete the work as specified herein and as shown on the Task Order drawings including final dressing and cleanup.

c. Unit of measure, Each: EA

SECTION 01 22 00.00 11 Page 4

1.3.3 Stripping

a. Measurement

Measurement for Stripping shall be made by the acre, measured along the areas of work for embankment, excavation, and/or any other areas requiring Stripping as indicated on the plans. For measurement purposes the acreage will be computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

b. Payment

Payment for Stripping will be made at the contract unit price per acre for "Stripping," which price and payment shall constitute full compensation for furnishing all plant, labor, material, equipment, and performing all operations necessary for "Stripping" as specified in SECTION 31 11 00.00 11 - CLEARING, GRUBBING, AND STRIPPING. No separate or direct payment will be made for stockpiling and disposition of stripped materials. All costs in connection therewith will be considered as a subsidiary obligation of the Contractor. If regrowth of vegetation or trees occurs after stripping and before placement of embankment, the Contractor is required to strip again prior to embankment construction, no payment will be made for this additional stripping.

c. Unit of measure, Acre: AC

1.3.4 Excavation

a. Measurement

Measurement for Excavation shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The basis of measurement will be a cross section survey of the area after clearing, grubbing and stripping and a second cross section survey of the same area after the completion of the excavation. The quantity of excavation to be paid for will be computed between the before construction survey ground surface and the theoretical grades and slope lines shown on the Task Order drawings.

No allowance or payment will be made for over-depth excavation or for the removal of any material outside the required theoretical sections unless required by the Contracting Officer. Slides caused by fault of the Contractor or excavation performed for the convenience of the Contractor shall not be measured for payment.

b. Payment

Payment for excavation will be made at the contract unit price for "Excavation," which price includes all excavation of materials of whatever nature encountered as necessary to remove and construct culverts or other items to the lines and grades as shown for excavation on the Task Order drawings. Topsoil stripping will not be measured for payment under this line item, but will be included in "Stripping."

Payment will include all equipment and labor necessary for excavating, transporting and stockpiling of excavated material; final shaping and grading of excavated areas; all stockpiling of materials in segregated form to provide for required zoning of materials in excavation backfilling; and all other incidental operations required to complete the work as specified in Section 31 00 00 EARTHWORK.

SECTION 01 22 00.00 11 Page 5

c. Unit of measure, Cubic Yard: CY

1.3.5 Geogrid

a. Measurement

Measurement for Geogrid satisfactorily installed shall be by the square yard, measured along the areas of work, as indicated on the Task Order drawings or indicated in the field by the Contracting Officer. No allowance will be made for waste, overlaps, damaged materials, repairs, or materials used for the convenience of the Contractor.

b. Payment

Payment for Geogrid will be made at the contract unit price per square yard for "Geogrid", which price and payment shall constitute full compensation for providing all plant, labor, and equipment, and performing all operations necessary for collecting and transporting the Geogrid from Ensley Engineer Yard in Memphis, TN to the job site and the complete and satisfactory installation of the Geogrid, all as specified in SECTION 31 00 00 EARTHWORK.

c. Unit of measure, Square Yard: SY

1.3.6 Compacted Backfill

a. Measurement

Measurement for Compacted Backfill shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in the paragraph entitled QUANTITY SURVEYS. The basis for the measurement will be cross sections of the areas to be filled, overlaid by the theoretical sections of the completed backfill or embankment constructed within the specified tolerance. Cross sections of the existing area to be filled shall be taken after clearing, grubbing, stripping, and, where applicable, excavation and after those areas have been graded out so that no depressions are present and the surface is ready to have fill introduced, but prior to commencement of benching operations if required. The cubic yardage to be paid for will be determined by the average end area method between the cross sections of the areas to be filled and the theoretical cross sections of the completed backfill or embankment. Backfill or embankment not constructed to specified grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. No allowance or payment will be made for backfill or embankment material placed outside the required theoretical grade and section. Unless otherwise approved by the Contracting Officer, the Contractor is to use on-site material obtained from the required excavations and/or from the existing levee slide to be repaired for fill material. Materials used for and placement of Compacted Backfill shall be in accordance with paragraph "Compacted Backfill", including all subparagraphs, in SECTION 31 00 00

EARTHWORK.

b. Payment

Payment for Compacted Backfill will be made at the contract unit price per cubic yard for "Compacted Backfill," which price and payment shall constitute full compensation for furnishing all equipment and

SECTION 01 22 00.00 11 Page 6 performing all labor for processing, placement and compaction of fill material as specified in SECTION 31 00 00 EARTHWORK and all other operations incidental thereto.

c. Unit of measure, Cubic Yard: CY

1.3.7 Establishment of Turf

a. Measurement

Measurement for Establishment of Turf shall be by the acre, measured along the slopes of the areas turfed within the right-of-way limits and computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work. Measurement for Establishment of Turf shall be limited to those areas specified in the Task Order drawings or indicated in the field by the Contracting Officer.

b. Payment

Payment for Establishment of Turf will be made at the contract unit price per acre for "Establishment of Turf," which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for Establishment of Turf as specified in SECTION 32 92 32.01 11 ESTABLISHMENT OF TURF. No payment for turfing will be made until acceptance by the Contracting Officer or his/her representative.

c. Unit of measure, Acre: AC

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECTION 01 22 00.00 11 Page 7