SOLICITATION NOTICE
Y -- KISSIMMEE RIVER FLORIDA PROJECT, ISTOKPOGA FEATURES
- Notice Date
- 12/10/2004
- Notice Type
- Solicitation Notice
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- US Army Engineer District, Jacksonville, P.O. Box 4970, Jacksonville, FL 32232-0019
- ZIP Code
- 32232-0019
- Solicitation Number
- W912EP-05-Z-0002
- Response Due
- 8/15/2006
- Archive Date
- 10/14/2006
- Small Business Set-Aside
- 8a Competitive
- Description
- THIS IS FOR INFORMATION PURPOSES ONLY. DO NOT REGISTER FOR PLANS AND SPECIFICATIONS AT THIS TIME. THERE IS A DRAFT SOLICITATION AVAILABLE FOR REVIEW ON THIS WEBSITE (see instructions below). The final plans and specifications will carry a different i dentification number and registration will be required at that time. The Government may consider comments and inquiries while preparing the final plans and specs; however, the Government is not seeking comments and may not provide responses to inquiries. A solicitation will be issued in the near future and a date and time will be established at that time for acceptance of bids. DESCRIPTION OF WORK: Istokpoga Canal is located in Highlands County, Florida, between Lake Istokpoga and the Kissimmee River. Ist okpoga Features work includes construction of an access road, a gated culvert under the access road, a tie-back levee, five gated culvert structures in the tie-back levee, a gated box culvert structure in Istokpoga Canal (Structure 67), and construction o f a recreational area, which includes picnic shelters, restroom and boat ramp. Also, channel improvements will be made to the Istokpoga Canal east of Highway US 98, and spoil mounds will be removed from the north and south banks of the canal from Highway US 98 to the old Kissimmee River. Istokpoga Features project includes the following: 1. Access Road - The access road is located on the north and south banks of the Istokpoga Canal. On the south bank, the road extends from County Road 621 to Structure G- 85. On the north bank, it extends from the tie-back levee to Structure G-85. The roadway is 15 feet wide, has a 12-inch limerock top course and has a total length of approximately 9,500 feet. 2. Tie-back Levee - The tie-back levee is located adjacent to the Istokpoga Canal approximately 7,200 feet east of County Road 621. The levee is 4,273 feet long, has a top width of 12 feet and is approximately 5 to 7 feet above existing grade. Included with levee construction are five gated culvert structures (S-67 X1 through S-67X5), borrow canal, borrow canal plug, irrigation canal and levee crossing. 3. Canal Improvements - The Istokpoga Canal will be improved from east of Highway US 98 to the old Kissimmee River. Channel improvements include dredging the canal for 7,850 feet. The canal will have a bottom width of 30 feet with an invert elevation of EL. 28. 4. Spoil Mound Removal - Spoil mounds on both sides of the canal will be removed and disposed of in a near-by disposal site. Spoil mound removal begins east of Highway US 98 and continues to the old Kissimmee River. The approximate length of spoil mound removal is 7,800 feet.5. Recreational Area - A recreational area will be constructed at Highway US 98 and Istokpoga Canal. The recreational area includes pi cnic shelters, picnic sites, paved parking areas, restroom, and boat ramp with floating dock. The boat ramp will be able to accommodate both small fishing boats and air boats. 6. Structure 67 - Structure 67 is located in the Istokpoga Canal approximately 8,000 feet east of County Road 621. The structure consists of two 4 X 8 box culverts with control structures. The control structures have stainless steel slide gates and stop gates. Slide gates will have actuators and be operated remotely via telemet ry. The control house for the structure includes an emergency generator for back-up electrical power. 7. Structure 67X1 - Structure 67X1 is located in the tie-back levee. The structure consists of four reinforced concrete pipes that have a diameter of 4 feet. Each pipe terminates at a concrete headwall. Pipe discharges are controlled with a stainless steel slide gate that is attached to the headwall. The opposite end of the pipe is mitered and opens to the borrow canal. Slide gates have actuators and are operated remotely via telemetry. Telemetry controls are located at the Structure 67 control building. 8. Structure 67X2 - Structure 67X2 is located in th e tie-back levee. The structure consists of two reinforced concrete pipes that have a diameter of 4 feet. Each pipe terminates at a concrete headwall. Pipe discharges are controlled with a flap gate that is attached to the headwall. The opposite end of the pipe is mitered and opens to the borrow canal. 9. Structure 67X3 - Structure 67X3 is located in the tie-back levee. The structure consists of one reinforced concrete pipe that is 42 inches in diameter. The pipe terminates at a concrete headwall. Di scharges are controlled with an aluminum slide gate that is attached to the headwall. The gate is operated manually via a turn wheel. The opposite end of the pipe is mitered and opens to the irrigation canal. 10. Structure 67X4 - Structure 67X4 is locat ed in the tie-back levee crossing. The structure consists of one reinforced concrete pipe that is 3 feet in diameter. The pipe terminates at a concrete headwall. Discharges are controlled with an aluminum stop log system. The opposite end of the pipe i s mitered and opens to the irrigation canal. 11. Structure 67X5 - Structure 67X5 is located in the tie-back levee crossing. The structure consists of one reinforced concrete pipe that is 3 feet in diameter. The pipe terminates at a concrete headwall. D ischarges are controlled with an aluminum stop log system. The opposite end of the pipe is mitered and opens to the borrow canal. 12. Pump Station Culvert - The pump station culvert is located under the access road at Station 67+25. The structure consis ts of one reinforced concrete pipe that is 66 inches in diameter. The pipe terminates at a concreted headwall. Discharges are controlled with an aluminum slide gate that is attached to the headwall. The gate is operated manually via a turn wheel. The o pposite end of the pipe opens to Istokpoga Canal. 13. G-85 Weir Demolition - The existing G-85 weir structure is located at the end of the access road (Station 83+00). The structure consists of steel sheet piles, H-piles, stop logs and walkway. This structure will be demolished and disposed in a sanitar y landfill. Magnitude of construction is between $10,000,000.00 and $25,000,000.00. The DRAFT solicitation is available on this website -- go to Download/View Solicitation Files. REMEMBER: DO NOT REGISTER AS A PLAN HOLDER AT THIS TIME. The final plans and specifications will carry a different identification number and registration will be required at that time. The approximate date for issuing the plans and specifications is June 1, 2006. THIS ACQUISITION WILL BE ISSUED AS EITHER A HUBZONE OR AN 8(A) SET- ASIDE. You must be registered in the Central Contractor Registration in order to be eligible to receive an award from this solicitation. Call 1-888-227-2423 for more information or visit the CCR website at http://www.ccr.gov. NAICS Code is 237990, size st andard $28.5 million.
- Place of Performance
- Address: US Army Engineer District, Jacksonville P.O. Box 4970, Jacksonville FL
- Zip Code: 32232-0019
- Country: US
- Zip Code: 32232-0019
- Record
- SN00719948-W 20041212/041210212007 (fbodaily.com)
- Source
-
FedBizOpps.gov Link to This Notice
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