Description of Requirement (DOR)

Dredge Material Placement Model

Title: Dredge Material Placement Model

Background:

The Coastal and Hydraulics Laboratory (CHL) located within the Engineer Research and Development Center (ERDC), Vicksburg, MS supports the USACE (United States Corps of Engineers) through the development and operation of physical models. The Dredge Material Placement Model is designed to provide cutting edge science and engineering to support the USACE in increasing beneficial use of dredge material more efficiently and cost effectively.

Objective:

This supply request is needed to provide a stable model area. The USACE Headquarters (HQ) through the U.S. Army Corps of Engineers (USACE) Civil Works Research, Development, and Technology (RD&T) (Civil Works RDA) has directed ERDC to build a dredge material placement model to further the USACE’s capabilities.

Base Supplies: Brand Name or Equal Supplies Product Requirements:

Line Item Description Quantity UOM 1 24” 90-degree fitting, stainless SCH 40; 304L welded 1 EA 2 24” Stainless pipe SCH 40; 304L 20’ welded 1 EA

Optional Supplies: Brand Name or Equal Supplies Product Requirements:

Line Item Description Quantity** UOM 1 #610 aggregate Tons 1200 Tons 2 #5 Grade 60 rebar (20 LF) 2850 EA 3 #7 Grade 60 rebar (20 LF) 75 EA

4 4500 PSI CONC (CY) 650 CY

5* Sika Swellstop 1in x 3/4in 100’ carton 12 EA 6* Sika Swellstop Primer Adhesive 1 gal 10 GAL 7 Concrete Form 24INX8FT S/P PANEL 200 EA 8 Concrete Form 22INX8FT S/P FILLER 2 EA 9 Concrete Form 20INX8FT S/P FILLER 2 EA 10 Concrete Form 18INX8FT S/P FILLER 8 EA 11 Concrete Form 16INX8FT S/P FILLER 8 EA 12 Concrete Form 14IN X 8FT S/P FILLER 8 EA 13 Concrete Form 12IN X 8FT S/P FILLER 2 EA 14 Concrete Form 10IN X 8FT S/P FILLER 2 EA 15 Concrete Form 8IN X 8FT S/P FILLER 2 EA 16 Concrete Form 6IN X 8FT S/P FILLER 2 EA 17 Concrete Form 4IN X 8FT S/P FILLER 2 EA 18 Concrete Form 2INX8FT S/P FILLER 4 EA

19 Concrete Form 1INX8FT S/P FILLER 4 EA 20 Concrete Form 6IN X 8FT INSIDE CORNER 4 EA 21 Concrete Form 8FT S/P OUTSIDE CORNER 4 EA 22 Concrete Form 8FT S/P FILLER ANGLE 12 EA 23 Concrete Anchor WEDGE BOLT 3-3/4” x 1-3/8” 1500 EA 24 Concrete Anchor LONG BOLT 4-1/4” x 1-3/8” 50 EA

S/P RIGID SCAFFOLD BRKT Scaffold Bracket has a Safe Working Load of 400 lbs. (4:1 Safety Factor) 100

EA

TURNBUCKLE STRAIGHT PLATE Concrete Turnbuckle Form Aligner - Adjustable Wall Brace 30

EA

1 PC WALER CLAMP One-Piece Waler Clamp - Concrete Form Brackets - Compatible with Symons Forms - 5 Gauge Steel 100

EA

28 UP1 PIPE BRACE 7' TO 13'6 20 EA

29 12" X-FLAT TIE 1500 EA

30 8FT FORM CAGE - CRANE PICK 8 EA

31 #610 aggregate (Tons) 350 Tons

32 4500 PSI CONC 60 CY

33 #5 Grade 60 rebar (20ft) 250 EA 34 #7 Grade 60 rebar (20ft) 125 EA

35* Tensar InterAxTM Foundation NXFTM Geogrid (square yards) 2500

SY

36 18 PVC SDR26 HW SWR PIPE (G), ($/ft) 1000 EA

18 N12 F2648 STIB SOLID 20' DUAL WALL 18850020DW

($/ft) 1000

EA

38 24 PVC SDR26 HW SWR PIPE (G) ($/ft) 1000 EA

24 N12 F2648 STIB SOLID 20' DUAL WALL 24850020DW

($/ft) 1000

EA

* Items Numbered 5, 6 and 35 are Brand Name Only.

** The Government may exercise options for partial portions of the quantity total ***Items 7-27 line items must be consistent and in line with the concrete form system being provided.

*BRAND NAME OR EQUAL

If quoting equal product, please provide below information:

Manufacturer’s Name: ______________________, Brand:

Model or Part Number: _______________________

To be considered for award in accordance with FAR 52.211-6, Brand Name or Equal, offers of “equal” products, including “equal” products of the brand name manufacturer, must—

(1) Meet the salient physical, functional, or performance characteristic specified in this solicitation;

(2) Clearly identify the item by—

(i) Brand name, if any; and

(ii) Make or model number;

(3) Include descriptive literature such as illustrations, drawings, or a clear reference to previously furnished descriptive data or information available to the Contracting Officer; and

(4) Clearly describe any modification the offeror plans to make in a product to make it conform to the solicitation requirements. Mark any descriptive material to clearly show the modification.

(a) The Contracting Officer will evaluate “equal” products on the basis of information furnished by the offeror or identified in the offer and reasonably available to the Contracting Officer. The Contracting Officer is not responsible for locating or obtaining any information not identified in the offer.

(b) Unless the offeror clearly indicates in its offer that the product being offered is an “equal” product, the offeror shall provide the brand name product referenced in the solicitation

Shipping and Delivery:

Delivery of base materials shall take place within 30 calendar days of the Contract Award (unless explicitly stated otherwise in the quote).

Delivery of optional materials shall take place within 30 days of exercising said option with the exception of Option Item 1 (#610 aggregate Tons) which shall take place within 15 days of exercise of option.

Estimated delivery time of optional materials may be conditional upon documented consensus in which all relevant parties agree to a reasonable time frame for an estimated delivery date of said optioned material (e.g. weather contingencies).

Shipping terms shall be FOB Destination.

Deliveries shall be shipped to:

Technical Point of Contact (to be provided at award) Engineering Research and Development Center Coastal and Hydraulics Laboratory, Building 3202 Navigation Branch 3909 Halls Ferry Rd.

Vicksburg, MS 39180

Notice of Delivery(s) shall be:

Emailed to the Technical Point of Contact 48 business-hours prior to delivery.

Deliveries shall be labeled: All materials/supplies being delivered shall include a packing slip labeled to the attention of the Technical Point of Contact. This includes boxes, individual items, and palletized items.

Warranty: The vendor shall provide a standard commercial warranty.