AWARD
Z -- IDIQ-RIVER REPAIRS AND UPPER BANK PAVING
- Notice Date
- 8/14/2012
- Notice Type
- Award Notice
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- USACE District, Memphis, 167 North Main Street, Rm B202, Memphis, TN 38103-1894
- ZIP Code
- 38103-1894
- Solicitation Number
- W912EQ12D0009
- Archive Date
- 9/13/2012
- Point of Contact
- Judy E Stallion, 901-544-0776
- E-Mail Address
-
USACE District, Memphis
(judy.e.stallion@usace.army.mil)
- Small Business Set-Aside
- N/A
- Award Number
- W912EQ-12-D-0009-0003
- Award Date
- 7/23/2012
- Awardee
- LBL CONTRACTING COMPANY (129623810) <br> 972 E 5TH AVE<br> CALVERT CITY, KY 42029--7557
- Award Amount
- $1,124,998.96
- Line Number
- 0001
- Description
- Existing Hardpoint Nos. 1 through 38- Make repairs to the existing hardpoints as outlined below and per the attached drawings using Graded Stone C. Note that Hardpoint #1 is the most downstream hardpoint and Hardpoint #38 is the most upstream hardpoint and the existing hardpoints are spaced approximately 150 feet apart: Downstream of Hardpoint #1 to Downstream of Hardpoint #15 - Repair the scour in-between the existing hardpoints by paving the bank with a 2 ft. thickness of stone from top bank to approximately 50 ft. riverward between the hardpoints. The paving should begin at the upstream limit of the existing bankhead paving on Randolph Tieback Dike #1 of and extend upstream to the downstream tie-in point of Hardpoint #15. (Hardpoint #15 has existing paving on the upstream side of the tie-in point). Build the slopes out of stone to match the existing slopes as closely as possible, approximately 1V on 2.5H to 1V on 3H. Do only minor grading as necessary to smooth out irregularities in the bank and make the slopes suitable for stone to stand up (13,775 TN, 1,850 CY Earthwork). Hardpoint #13 - Restore the key of the hardpoint where the hardpoint ties into top bank and the restore the upstream face of the hardpoint (400 TN). Hardpoint #14 - Restore the caving upstream face and the endslope of the hardpoint (400 TN). Upstream of Hardpoint #22 to Downstream of Hardpoint #33 - Repair the scour in-between the existing hardpoints by paving the bank with a 2 ft. thickness of stone from top bank to approximately 50 ft. riverward between the hardpoints. The paving should begin at the upstream tie-in point of Hardpoint #22 and extend upstream to the downstream tie-in point of Hardpoint #33. (Hardpoint #33 has existing paving on the upstream side of the tie-in point). Build the slopes out of stone to match the existing slopes as closely as possible, approximately 1V on 2.5H to 1V on 3H. Do only minor grading as necessary to smooth out irregularities in the bank and make the slopes suitable for stone to stand up (10,000 TN, 1,437 CY Earthwork). Hardpoint #25 - Restore the key of the hardpoint and tie into the existing top bank; restore the hardpoint to grade and section the full length (400 TN). Hardpoint #26 - Restore the key of the hardpoint where the hardpoint ties into top bank (200 TN). Hardpoint #28 - Restore the key of the hardpoint where the hardpoint ties into top bank (300 TN). Hardpoint #29 - Restore the key of the hardpoint where the hardpoint ties into top bank; restore the end slope and the upstream face of the hardpoint (300 TN). Hardpoint #30 - Restore the key of the hardpoint where the hardpoint ties into top bank; shape the outer end of the hardpoint crown to make the entire hardpoint uniform in elevation (200 TN). Hardpoint #32 - Restore the upstream face of the key of the hardpoint where the hardpoint ties into top bank (200 TN). Hardpoint #37 - Restore the hardpoint to grade and section the full length (200 TN). New Hardpoints to Be Constructed: Construct an additional 10 hardpoints (Hardpoint #39 through Hardpoint #48) beginning 150 feet upstream of the most upstream existing hardpoint (Hardpoint #38) as depicted on the attached drawings. The hardpoints shall be spaced approximately 150 ft. apart and continue upstream at approximate 150 ft. spacing. The hardpoint locations shall be field adjusted as deemed necessary by the Government Quality Assurance Representative so as to not disturb any existing tree screen or protective vegetation along existing top bank of the river. Construction of the new hardpoints shall be as follows: 1.The riverbank shall first be excavated for the stone key for each hardpoint. This key shall be excavated 5 feet deep, 6 feet wide, and extend landward from top bank for 25 feet and then backfilled with Graded Stone C. 2.Following the stone key excavation, construction of the hardpoint shall begin at the landward limit of the stone key proceeding riverward along an azimuth perpendicular to the bankline as specified in the attached drawing. Each hardpoint shall have a 6 ft. crown, extend level from existing top bank elevation for approximately 30 feet, and have an approximate 1V on 2.5H end slope. Construction shall begin with the most downstream hardpoint (Hardpoint #39) and proceed upstream. See provided drawings for approximate hardpoint locations. (16,650 TN, 800 CY) The required order of work is as follows: 1.Repair the specified damaged hardpoints as outlined working from downstream to upstream. 2.Pave the scour areas between the various hardpoints as specified from downstream to upstream. 3.Construct the new 10 additional hardpoints upstream of the most upstream hardpoint (Hardpoint #38). **Any deviation in this required order of work or a request to work concurrently on these items shall be coordinated through the Government Quality Assurance Representative with River Engineering and approved by the Administrative Contracting Officer prior to permission being granted.
- Web Link
-
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(https://www.fbo.gov/spg/USA/COE/DACA66/W912EQ12D0009/listing.html)
- Record
- SN02838068-W 20120816/120814235730-7f64599d1d1b3499ef79bd26c67fcd60 (fbodaily.com)
- Source
-
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