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W912P4-08-T-0016

Section SF 1449 - CONTINUATION SHEET

SCOPE OF WORK

PRECAST CONCRETE BLOCK

PRODUCTION AND DELIVERY

CLEVELAND HARBOR

TABLE OF CONTENTS

PART 1 GENERAL

Scope Applicable Publications Submittals Material Production, Inspection And Testing

PART 2 PRODUCTS

Concrete Units Concrete (High Performance Concrete) Reinforcing Concrete Curing Form Materials

PART 3 EXECUTION

Manufacturing (General) Forming, Casting and Handling Units Delivery Delivery Schedule Period of Performance Contract Minimum and Maximum Amounts Formal Acceptance Payment

PRECAST CONCRETE BLOCK

PRODUCTION AND DELIVERY

PART 1 GENERAL

SCOPE

This Section details the technical requirements for manufacturing and delivering precast concrete blocks to the dimensions listed that will be utilized by USACE force account for the repair and construction of breakwaters at various harbors on the Great Lakes.

The intent of this specification is defined below:

Breakwater deck unit Breakwater toe unit Deliver concrete units to the required locations at the required delivery rate as detailed in this Section. The units will be off-loaded from trucks at the delivery location by Government equipment.

APPLICABLE PUBLICATIONS

The following publications form a part of this specification to the extent indicated by the references provided. Publications are referred to hereafter by abbreviated designation only.

American Concrete Institute (ACI) Standards.

ACI 305R-77 (R 1982) Hot Weather Concreting.

ACI 306R-78 Cold Weather Concreting ODOT Item 499 Concrete - General (CMS 2005) NYSDOT Section 500 Portland Cement Concrete American Society for Testing and Materials (ASTM) Standards With Corresponding CRD Standard Indicated Where Available.

SUBMITTALS

All submittals described in this Section are provided with a “GA” or “FIO” designation. Government approval is required for submittals with a prefix "GA" designation; submittals having an "FIO" designation are for information only and are not subject to government approval.

Required Submittals Shop Drawings (GA): The Contractor shall submit shop drawings showing complete information for the manufacture of the precast concrete units. Drawings shall show sufficient details including dimensions, cross sections, location of lifting devices for handling and any other details necessary to manufacture the units. Any revision to the units as designed shall be shown on the shop drawings and subject to the COR’s approval.

Aggregate Test Reports (GA): Aggregate will be accepted on the basis of test reports that show the material meeting the requirements of the specifications under which it is furnished. ODOT TE-24’s are acceptable. Alternatively, aggregates must be from a source(s) on the NYSDOT Approved List of Sources and Coarse Aggregates that also meet the requirements for gradation and friction in NYSDOT Section 501-2.02.B.1. and B.2.

Accelerating agents Retarding admixture Water-reducing admixture Curing materials Fiber Reinforcement Hot and Cold Weather Placement Procedures (GA): The Contractor shall meet this submittal requirement only if concrete products will be produced under hot or cold weather conditions as defined in Part 3 of this Specification. The submittal shall verify compliance with the hot and cold weather procedures specified.

Production Schedule (GA): The Contractor shall provide a production schedule that clearly demonstrates that the concrete block will be produced and cured to meet the specified deliveries. The schedule shall provide the milestones for: 25% production completion, 50% production completion, 75% production completion, and 100% production completion. The milestones shall be based on concrete unit production only and shall not include cure time. The schedule and milestone dates are critical to coordinating the milestone-inspections discussed elsewhere in this Section.

Independent Testing Service qualifications (GA).

MATERIAL PRODUCTION, INSPECTION, AND TESTING

Inspections:

Test Procedures:

Compression test specimens shall be made and cured in accordance with ASTM C 31 and compression test specimens tested in accordance with ASTM C 39. Samples for strength tests shall be taken not less than once per day or for each 40 cubic yards of concrete used.

Three specimens shall be made from each sample, two shall be tested at 28 days for acceptance and one shall be tested at 7 days for information.

The acceptance test results shall be the average of the strengths of the two specimens tested at 28 days.

PART 2 PRODUCTS

CONCRETE UNITS

Concrete precast unit shape: All blocks shall be rectangular in shape, with adjacent faces perpendicular and opposite faces parallel within 1/2 inch of the overall dimension. All blocks shall be formed with a 3” chamfer on all corners.

Concrete Block Sizes:

Slope Unit: Thickness: 2’6”, Width: 5’0”, Length: 8’0” Toe Unit (Type 1): Thickness: 3’6”, Width: 5’0”, Length: 8’0” Toe Unit (Type 2): Thickness: 3’6”, Width: 6’0”, Length: 8’0”, with one angled side face Deck Unit: Thickness: 3’6”, Width: 5’0”, Length: 8’0”, with two angled end faces

The portion of the lifting system embedded in the concrete units shall be the “P-53 Swift Lift Eye Anchor” with a rated load of 20 tons. The load rating shall be based on a 3 to 1 factor of safety in 2000-psi normal weight concrete. The P-53 Eye Anchor shall be used in conjunction with the “P-60 Tension Bar”.

The required tension bar shall be the “P-60 Swift Lift Tension Bar” (rebar style) with a rated load of 20 tons.

The lifting system shall be installed in strict compliance with manufacturer’s instructions. No exception will be made with respect to the manufacturer’s instructions.

One set (one pairs) of the lifting eyes shall be furnished and delivered to the unloading area for use by the government.

The lifting system defined in paragraph 2.1.3.1 is provided as a reference to a manufacturer that has commercially available units. Any other lifting system that provides an equivalent system shall be consider as an “or equal product”. Proper documentation by a registered civil engineer shall attest that the proposed unit is of equal or greater capacity than that defined above. Additionally, a drawing shall be submitted showing the end and edge distances that the embedded anchor will be installed.

All embedded items shall not protrude above the surface of the concrete units.

All embedded lifting items (P-53 Swift Lift Eye Anchor) shall be galvanized.

CONCRETE (High Performance Concrete) Concrete Proportions: The proportions of the concrete materials for high performance shall be proportioned either per ODOT TABLE 499.03-4 Class HP or per NYSDOT Table 501-3 Concrete Mixtures.

The class of concrete shall be: ODOT Class HP2, or NYSDOT Class HP with the restriction that fly ash shall not be used.

Concrete strength at 28 days shall be (f’c) 4000-psi minimum.

CONCRETE CURING

Special curing methods for concrete will not be required if the Contractor avoids extreme conditions (dry/hot/cold);

If desired Contractor may apply a Membrane-Forming Curing Compound to surfaces of the unit when the formwork is removed.

Acceptable membrane forming curing compounds are ASTM C 309, Type 1-D or Type 2, Class A.

FORM MATERIALS

Forms

PART 3 EXECUTION

MANUFACTURING (GENERAL)

The Contractor shall produce and cure concrete blocks within a schedule that will allow the material to be delivered by the Contractor to the specified locations, within the established time frame.

The Contractor shall develop this schedule in accordance with Part 1 of this Specification. The production schedule shall be documented and adhered to such that the blocks may be inspected and tentatively approved or rejected by the Contracting Officer.

FORMING, CASTING AND HANDLING UNITS

Each block shall be cast in one continuous operation. There shall be no cold joints.

Consolidation: Immediately after placing concrete, the plastic concrete shall be consolidated by internal or external formwork vibrating equipment. Vibrators shall not be used to transport concrete within the forms. The vibrating equipment shall be adequate in number of units and power to properly consolidate the concrete. Concrete shall be consolidated in horizontal layers 18 inches or less in thickness.

The Contractor shall be responsible for maintaining the soundness of castings: The contractor shall devise and adhere to schedules and procedures for manufacturing, handling and storing blocks in a manner that will not induce latent weakness in the units. In the event the Contracting Officer's Representative finds cause to question the structural adequacy of any block for any reason of method or occurrence that is within the Contractor's control, it shall be the Contractor's responsibility to demonstrate the acceptability of the precast unit. Any block found structurally unsound, in the opinion of the Contracting Officer's Representative, will be rejected and shall be promptly removed from the point of final delivery at the Contractor at his expense.

Cold Weather Concrete Placement: If concrete is proposed to be placed under cold weather conditions, the materials and methods will be provided in accordance with the requirements of ACI 306 and the Contractor’s submitted and approved procedures. Concrete shall not be subjected to freezing temperatures before it reaches minimum required compressive strength (4000 psi).

DELIVERY

General: The units shall be delivered to the destination set forth below with all transportation cost pre-paid. Any bid received on a basis other than FOB destination will be rejected as “non-responsive”.

The exact location at the respective harbors where the materials are to be delivered will be as specified under this contract. All associated land based transportation costs associated with the delivery of the material shall be FOB the specified site. The contractor will be provided a detailed location map or instructions to the delivery location listed in this contract. The precast units will be unloaded at the dock location by the government. The trucks shall be scheduled so that a minimum of twenty four (24) precast units will be delivered per week (17 slope, 3 toe, 4 deck). Additional units may be delivered at the dock location with approval of the Contracting Officer.

The units shall be delivered to the harbors as indicated on the bid form, at the following locations (as applicable):

Cleveland:

USACE Ohio Area Office Finger Pier 1035 East 9th Street Cleveland, Ohio 44114

Delivery Dates: The Contractor shall be prepared to start delivery of the precast units within 20 calendar days after award. Earlier delivery dates or additional delivered units may be acceptable if agreed upon by both the Contractor and the Contracting Officer. Delivery may begin when concrete strength reaches 2000 psi.

DELIVERY SCHEDULE

The basic delivery schedule shall follow the following format;

Materials shall be delivered to the respective sites during weekdays during scheduled time periods between 1500 and 1600 hours, Monday thru Thursday (except federal holidays); other times may be available but must be coordinated with the Contracting Officer.

PERIOD OF PERFORMANCE

Contract period of performance is Base Period - 24 months from date of award. First Option period, if exercised by the Government, will be 12 months starting at end of base period.

CONTRACT MINIMUM AND MAXIMUM AMOUNTS

The Minimum Contract Amounts will be as follows:

Base Period, Year One – $16,666.67 Base Period, Year Two – $8,333.33 Option Period, Year Three (if exercised by the Government) – $8,333.33 The Contractor is entitled to orders from the Government equaling or exceeding the Minimum Contract Amounts listed above prior to expiration of the periods listed above. The Government’s obligation is fulfilled as soon as the aggregate total price of materials ordered under this Contract equals or exceeds the sum of the incremental amounts listed above. The Government may meet this obligation early.

The Maximum Contract Amount will not exceed $2,500,000.00.

FORMAL ACCEPTANCE

Formal acceptance of the material will be made at the dock after the material has been inspected and found to conform to contract requirements. Any precast unit found to be unacceptable under these specifications shall be removed from the site at the expense of the Contractor.

Delivery tickets shall be accepted and signed by the Corps of Engineers representative or the derrick boat master at the time of delivery. A check will be performed to insure that the material loaded matches the number of tickets presented to the Corps Representative.

Delivery of material that cannot be verified by delivery tickets will not be accepted and signed for by the Corps representative and will not be accepted for payment. On delivery of each shipment, copies of bills of lading will be forwarded as follows:

Department of the Army U.S. Army Engineer District, Buffalo Ohio Area Office ATTN: Mrs. Dorothy Wagner 1035 East 9th Street Cleveland, OH 44114

PAYMENT

Payments will be made by:

USACE Finance Center

ATTN: CEFC-AO-P

5720 Integrity Drive Millington, TN 38054-5045

--End of Section-

ITEM NO

SUPPLIES/SERVICES

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Each

To Issue Task Order

FFP

FOB: Destination

PURCHASE REQUEST NUMBER: W81EU681357976

NET AMT

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (1-60) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be one (1) to sixty (60) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (61-240) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be sixty-one (61) to two-hundred and forty (240) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (241-480) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be two-hundred and forty-one (241) to four-hundred and eighty (480) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (1-10) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be one (1) to ten (10) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (11-40) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be eleven (11) to forty (40) units Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (41-80) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be forty-one (41) to eighty (80) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (1-12) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be one (1) to twelve (12) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (13-48) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be thirteen (13) to forty-eight (48) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (49-96) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be forty-nine (49) to ninety-six (96) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (1-12) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be one (1) to twelve (12) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (13-48) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be thirteen (13) to forty-eight (48) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (49-96) Base Period Yr 1

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be forty-nine (49) to ninety-six (96) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (1-60) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be one (1) to sixty (60) units. P. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (61-240) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be sixty-one (61) to two-hundred and forty (240) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (241-480) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be two-hundred and forty-one (241) to four-hundred and eighty (480) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (1-10) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be one (1) to ten (10) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (11-40) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be eleven (11) to forty (40) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (41-80) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be forty-one (41) to eighty (80) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (1-12) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be one (1) to twelve (12) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (13-48) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be thirteen (13) to forty-eight (48) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (49-96) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be forty-nine (49) to ninety-six (96) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (1-12) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be one (1) to twelve (12) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (13-48) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be thirteen (13) to forty-eight (48) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (49-96) Base Period Yr 2

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be thirteen (13) to forty-eight (48) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

OPTION

Slope Unit (1-60) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be one (1) to sixty (60) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (61-240) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be sixty-one (61) to two-hundred and forty (240) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Slope Unit (241-480) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for SLOPE UNITS shall be considered as part of the cost for the material. Quantity shall be two-hundred and forty-one (241) to four-hundred and eighty (480) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (1-10) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be one (1) to ten (10) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (11-40) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be eleven (11) to forty (40) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Deck Unit (41-80) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for DECK UNITS shall be considered as part of the cost for the material. Quantity shall be forty-one (41) to eighty (80) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (1-12) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be one (1) to twelve (12) units. . Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (13-48) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be thirteen (13) to forty-eight (48) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 1 (49-96) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 1, shall be considered as part of the cost for the material. Quantity shall be forty-nine (49) to ninety-six (96) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (1-12) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be one (1) to twelve (12) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (13-48) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be thirteen (13) to forty-eight (48) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

QUANTITY

UNIT

UNIT PRICE

AMOUNT

Toe Unit Type 2 (49-96) Option Per. Yr 3

FFP

Contractor shall furnish and deliver Precast Concrete Units per the attached scope of work and specifications Freight On Board (FOB) 1035 East 9th Street, Cleveland, OH 44114. All costs associated for TOE UNITS, TYPE 2, shall be considered as part of the cost for the material. Quantity shall be forty-nine (49) to ninety-six (96) units. Payment will be made upon receipt of certified invoice submitted to Mrs. Dorothy Wagner, U.S. Army Corps of Engineers, Ohio Area Office, 1035 East 9th Street, Cleveland, Ohio 44114-1003

CLAUSES INCORPORATED BY REFERENCE

52.203-6 Alt I Restrictions On Subcontractor Sales To The Government (Sep 2006) -- Alternate I

OCT 1995

52.204-7 Central Contractor Registration

APR 2008

52.212-5 Contract Terms and Conditions Required to Implement Statutes or Executive Orders--Commercial Items

APR 2008

52.219-9 Small Business Subcontracting Plan

APR 2008

52.232-1 Payments

APR 1984

52.232-8 Discounts For Prompt Payment

FEB 2002

52.232-11 Extras

APR 1984

52.232-23 Assignment Of Claims

JAN 1986

52.233-1 Disputes

JUL 2002

52.233-3 Protest After Award

AUG 1996

52.233-4 Applicable Law for Breach of Contract Claim

OCT 2004

52.242-13 Bankruptcy

JUL 1995

52.243-1 Changes--Fixed Price

AUG 1987

52.246-2 Inspection Of Supplies--Fixed Price

AUG 1996

52.246-16 Responsibility For Supplies

APR 1984

52.247-34 F.O.B. Destination

NOV 1991

52.249-8 Default (Fixed-Price Supply & Service)

APR 1984

252.201-7000 Contracting Officer's Representative

DEC 1991

CLAUSES INCORPORATED BY FULL TEXT

52.211-11 LIQUIDATED DAMAGES--SUPPLIES, SERVICES, OR RESEARCH AND DEVELOPMENT (SEP 2000)

(a) If the Contractor fails to deliver the supplies or perform the services within the time specified in this contract, the Contractor shall, in place of actual damages, pay to the Government liquidated damages of $13,805.00 per calendar day of delay .

(b) If the Government terminates this contract in whole or in part under the Default--Fixed-Price Supply and Service clause, the Contractor is liable for liquidated damages accruing until the Government reasonably obtains delivery or performance of similar supplies or services. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(c) The Contractor will not be charged with liquidated damages when the delay in delivery or performance is beyond the control and without the fault or negligence of the Contractor as defined in the Default--Fixed-Price Supply and Service clause in this contract.

(End of clause)

52.212-4 CONTRACT TERMS AND CONDITIONS-- COMMERCIAL ITEMS (FEB 2007)

(a) Inspection/Acceptance. The Contractor shall only tender for acceptance those items that conform to the requirements of this contract. The Government reserves the right to inspect or test any supplies or services that have been tendered for acceptance. The Government may require repair or replacement of nonconforming supplies or reperformance of nonconforming services at no increase in contract price. If repair/replacement or reperformance will not correct the defects or is not possible, the Government may seek an equitable price reduction or adequate consideration for acceptance of nonconforming supplies or services. The Government must exercise its post-acceptance rights (1) within a reasonable time after the defect was discovered or should have been discovered; and (2) before any substantial change occurs in the condition of the item, unless the change is due to the defect in the item.

(b) Assignment. The Contractor or its assignee may assign its rights to receive payment due as a result of performance of this contract to a bank, trust company, or other financing institution, including any Federal lending agency in accordance with the Assignment of Claims Act (31 U.S.C. 3727). However, when a third party makes payment (e.g., use of the Governmentwide commercial purchase card), the Contractor may not assign its rights to receive payment under this contract.

(c) Changes. Changes in the terms and conditions of this contract may be made only by written agreement of the parties.

(d) Disputes. This contract is subject to the Contract Disputes Act of 1978, as amended (41 U.S.C. 601-613). Failure of the parties to this contract to reach agreement on any request for equitable adjustment, claim, appeal or action arising under or relating to this contract shall be a dispute to be resolved in accordance with the clause at FAR 52.233-1, Disputes, which is incorporated herein by reference. The Contractor shall proceed diligently with performance of this contract, pending final resolution of any dispute arising under the contract.

(e) Definitions. The clause at FAR 52.202-1, Definitions, is incorporated herein by reference.

(f) Excusable delays. The Contractor shall be liable for default unless nonperformance is caused by an occurrence beyond the reasonable control of the Contractor and without its fault or negligence such as, acts of God or the public enemy, acts of the Government in either its sovereign or contractual capacity, fires, floods, epidemics, quarantine restrictions, strikes, unusually severe weather, and delays of common carriers. The Contractor shall notify the Contracting Officer in writing as soon as it is reasonably possible after the commencement or any excusable delay, setting forth the full particulars in connection therewith, shall remedy such occurrence with all reasonable dispatch and shall promptly give written notice to the Contracting Officer of the cessation of such occurrence.

(g) Invoice. (1) The Contractor shall submit an original invoice and three copies (or electronic invoice, if authorized) to the address designated in the contract to receive invoices. An invoice must include--

(i) Name and address of the Contractor;

(ii) Invoice date and number;

(iii) Contract number, contract line item number and, if applicable, the order number;

(iv) Description, quantity, unit of measure, unit price and extended price of the items delivered;

(v) Shipping number and date of shipment, including the bill of lading number and weight of shipment if shipped on Government bill of lading;

(vi) Terms of any discount for prompt payment offered;

(vii) Name and address of official to whom payment is to be sent;

(viii) Name, title, and phone number of person to notify in event of defective invoice; and

(ix) Taxpayer Identification Number (TIN). The Contractor shall include its TIN on the invoice only if required elsewhere in this contract.

(x) Electronic funds transfer (EFT) banking information.

(A) The Contractor shall include EFT banking information on the invoice only if required elsewhere in this contract.

(B) If EFT banking information is not required to be on the invoice, in order for the invoice to be a proper invoice, the Contractor shall have submitted correct EFT banking information in accordance with the applicable solicitation provision, contract clause (e.g., 52.232-33, Payment by Electronic Funds Transfer--Central Contractor Registration, or 52.232-34, Payment by Electronic Funds Transfer--Other Than Central Contractor Registration), or applicable agency procedures.

(C) EFT banking information is not required if the Government waived the requirement to pay by EFT.

(2) Invoices will be handled in accordance with the Prompt Payment Act (31 U.S.C. 3903) and Office of Management and Budget (OMB) prompt payment regulations at 5 CFR part 1315.

(h) Patent indemnity. The Contractor shall indemnify the Government and its officers, employees and agents against liability, including costs, for actual or alleged direct or contributory infringement of, or inducement to infringe, any United States or foreign patent, trademark or copyright, arising out of the performance of this contract, provided the Contractor is reasonably notified of such claims and proceedings.

(i) Payment.--

(1) Items accepted. Payment shall be made for items accepted by the Government that have been delivered to the delivery destinations set forth in this contract.

(2) Prompt payment. The Government will make payment in accordance with the Prompt Payment Act (31 U.S.C. 3903) and prompt payment regulations at 5 CFR part 1315.

(3) Electronic Funds Transfer (EFT). If the Government makes payment by EFT, see 52.212-5(b) for the appropriate EFT clause.

(4) Discount. In connection with any discount offered for early payment, time shall be computed from the date of the invoice. For the purpose of computing the discount earned, payment shall be considered to have been made on the date which appears on the payment check or the specified payment date if an electronic funds transfer payment is made.

(5) Overpayments. If the Contractor becomes aware of a duplicate contract financing or invoice payment or that the Government has otherwise overpaid on a contract financing or invoice payment, the Contractor shall immediately notify the Contracting Officer and request instructions for disposition of the overpayment.

(j) Risk of loss. Unless the contract specifically provides otherwise, risk of loss or damage to the supplies provided under this contract shall remain with the Contractor until, and shall pass to the Government upon:

(1) Delivery of the supplies to a carrier, if transportation is f.o.b. origin; or

(2) Delivery of the supplies to the Government at the destination specified in the contract, if transportation is f.o.b. destination.

(k) Taxes. The contract price includes all applicable Federal, State, and local taxes and duties.

(l) Termination for the Government's convenience. The Government reserves the right to terminate this contract, or any part hereof, for its sole convenience. In the event of such termination, the Contractor shall immediately stop all work hereunder and shall immediately cause any and all of its suppliers and subcontractors to cease work. Subject to the terms of this contract, the Contractor shall be paid a percentage of the contract price reflecting the percentage of the work performed prior to the notice of termination, plus reasonable charges the Contractor can demonstrate to the satisfaction of the Government using its standard record keeping system, have resulted from the termination. The Contractor shall not be required to comply with the cost accounting standards or contract cost principles for this purpose. This paragraph does not give the Government any right to audit the Contractor's records. The Contractor shall not be paid for any work performed or costs incurred which reasonably could have been avoided.

(m) Termination for cause. The Government may terminate this contract, or any part hereof, for cause in the event of any default by the Contractor, or if the Contractor fails to comply with any contract terms and conditions, or fails to provide the Government, upon request, with adequate assurances of future performance. In the event of termination for cause, the Government shall not be liable to the Contractor for any amount for supplies or services not accepted, and the Contractor shall be liable to the Government for any and all rights and remedies provided by law.