Building and Debris Volume Estimates.pdf
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- Attached to
- Luckey Remediation Services Federal contract opportunity
- Solicitation number
- W912P420R0004
About this file
This solicitation requests remediation services for the Luckey FUSRAP Site in Wood County, Ohio. The selected contractor shall perform environmental remediation and support including excavating, transporting, and disposing of contaminated soil, sediment and materials. Additional requirements include overall site maintenance and security, project management and construction quality assurance, preparing work plans and engineering designs, perimeter air monitoring, sampling and analysis, operating an on-site laboratory, stormwater and wastewater control, decommissioning and installing monitoring wells, compliance sampling and backfilling restored areas. The contractor must also support meetings with public officials and regulators. Material handling and management will require strict control procedures to ensure safety. The soliciting agency is the Department of the Army Corps of Engineers Buffalo District. The pre-proposal conference will be held on June 24th and all questions are due by July 10th, with responses by July 24th. The agency does not intend to extend the proposal due date specified in the solicitation.
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Text version
REMEDIATION OF SOILS OPERABLE UNIT
LUCKEY FUSRAP SITE
SITE BUILDING AND DEBRIS VOLUME ESTIMATES
Bid Schedule Task No. Bid Schedule Task Description Length (ft) Width (ft)
Building Footprint Area (SF)
Ref. 2(2)
Building Section
Ref. 2(2)(5)
Building Section Area
(SF)
Ref. 2(2)
Building Section Area
X (ft)
Building Volume
(CF)
Building Volume
(CY)
Building Debris
Volume(3)
(CY)
Building Debris Mass(4)
(Ton)
Slab(s) Volume(6)
(CY)
Footer Volume(7)
(CY)
Basement Wall
Volume(8)
(CY)
Slab, Footer, Basement Wall
Mass(9)
(Ton)
Total Debris Mass (Ton)
Optional 5a Building Deconstruction (Melting, Alloying, & Shipping Building) 102.00 62.42 6,367 "K" - "K" 3,030 102.00 309,110 11,449 3,778 1,889 236 73 97 813 2,702 Optional 5b Building Deconstruction (Laboratory Building) 89.50 50.04 4,479 "E" - "E" 1,245 89.50 111,472 4,129 1,362 681 83 62 -- -- --
26.5 13.46 357 "E" - "E" 163 26.5 4,316 160 53 26 7 18 -- -- -- 4,835 115,788 4,288 1,415 708 90 80 -- 339 1,046
Optional 5c Building Deconstruction (Maintenance Office Building) 196.77 50.00 9,839 "I" - "I" 1,198 196.77 235,632 8,727 2,880 1,440 182 110 -- 342 1,782 Optional 5d Building Deconstruction (Main Office Building) 128.67 40.00 5,147 "M" - "M" 672 128.67 86,466 3,202 1,057 528 95 75 -- 341 869 Optional 5e Building Deconstruction (Employee Activity Building) 100.00 40.00 4,000 "N" - "N" 618 100.00 61,800 2,289 755 378 74 62 -- 273 650 Optional 5f Building Deconstruction (Storage Building) 50.00 32.42 1,621 "C" - "C" 2,083 32.42 67,515 2,501 825 413 30 37 -- 133 546 Optional 5g Building Deconstruction (Small Structures)
Pump House 32.00 20.00 640 n/a 258.3 32.0 8,266 306 101 51 12 23 -- 70 120 East Well House 8.00 10.00 80 n/a 89.3 10.0 893 33 11 5 1.5 8 -- 19 24 West Well House 27.5 19.0 409 n/a 262.0 27.5 7,205 267 88 44 8 21 -- 56 101 Guard House 24.4 21.3 520 n/a 279 24.4 6,808 252 83 42 10 20 -- 60 101 Sewage Treatment Plant
Pump House/Vault (15' x 35' x 20' deep, one interior divider) 35.00 15.00 525 124 248 248 Manhole (8-ft diameter, 12-ft deep) 8.00 15 30 30 Sewage Holding Tank (45' x 15' x 12' deep, one interior divider) 45.00 15.00 110 220 220 Filter Beds (2) (45' x 45' x 12' deep, each of two beds) 45.50 45.50 290 580 580
Notes: 1.) Reference 1: Drawing: Topographic Survey of the Former Beryllium Plant, Troy Township, Wood County , Ohio For: TES, LLC, dated 12/01/09 2.) Reference 2: Drawing Number L1 647, "Luckey Industries, Inc., Plot Plan Revised", dated 10-31-63 3.) General Building Formula, Debris Estimating Field Guide , FEMA September 2010 (FEMA 329) 4.) Conversion Factor - Construction and demolition debris, Debris Estimating Field Guide , FEMA September 2010 (FEMA 329) 5.) For Small Structures with no Building Section available, assume: 10-ft wall height; 7V:12H roof pitch., ridge parallel to longest building footprint dimension.
6.) Assume building slabs are 6-inch thick rod-reinforced concrete (Note: Assume Maintenance Office Building has 6-inch thick wood block floor) 7.) Assume 3-ft wide x 2-ft thick rod reinforced footer around building perimeter 8.) Assume Melting, Alloying, & Shipping Building basement walls are 8-ft high, 1-ft thick, rod-reinforced concrete 9.) Assume: rod reinforced concrete 2.0 ton/CY; wood 0.675 ton/CY
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