5-Cost-Estimate-Foundations

5-Cost-Estimate-Foundations -...

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Conceptual Estimate using RSMeans - Building Construction Cost Data 2006 Location Factor = 86.6% Item Description Quantity Unit Rate ($/Unit) Amount ($) 0501700 SQUARE FOOT COSTS 0300010 For Apartments, high rise 802,300.00 S.F. 117.00 81,290,640.60 4100010 For Garages, parking 292,000.00 S.F. 73.00 18,459,656.00 Sum Total=  $99,750,296.60  The total cost of activities in constructing a high rise is broken down approximately as: According to PM Gary Kuhl Item Description Percentage Amount ($) 100 Site Work (Preliminaries:bonds, insurance, mot) 0.02  $1,995,005.93  200 Substructure 0.04  $3,990,011.86  300 Superstructure 0.20  $19,950,059.32  400 Architectual finishes 0.17  $16,957,550.42  500 PEM 0.45  $44,887,633.47  600 Indirect Cost (profit) 0.12  $11,970,035.59  Sum Total= 1.00  $99,750,296.60  According to PM Jamie Artzt Item Description Percentage Amount ($) 100 Site Work (Preliminaries:bonds, insurance, mot) 0.100  $9,975,029.66  200 Substructure 0.125  $12,468,787.08  300 Superstructure 0.125  $12,468,787.08  400 Architectual finishes 0.250  $24,937,574.15  500 PEM 0.250  $24,937,574.15  600 Indirect Cost (profit) 0.150  $14,962,544.49  Sum Total= 1.00  $99,750,296.60 
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Conceptual Estimate using RSMeans - Building Construction Cos Location Factor = 86.6% Item Description Quantity Unit 2400010 CONCRETE IN PLACE. Including forms, concrete, placement, reinforcing steel and fini 2400350 Beams, 5 kips per L.F., 25' span 308.00 C.Y. 2401020 Columns square, 36" x 36", average reinforcing 4,364.62 C.Y. 2401950 Elevated slabs, flat slab with drops, 125 psf sup. Load, 30' span 31,472.92 C.Y. 2404050 Foundation mat, over 20 C.Y. 4,600.00 C.Y. 2404500 Shear walls, 15" thick, 18' high (assumed for shear wall) 12,275.74 C.Y.
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st Data 2006 Rate ($/Unit) Amount ($) ishes unless otherwise indicated. 1,075.00 286,732.60 870.00 3,288,392.00 520.00 14,172,885.33 276.00 1,099,473.60 410.00 4,358,624.24 $23,206,107.78
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Line Number Description UNIT 2006 Bare Costs QTY. TOTAL COSTS MAT. LABOR EQUIP. TOTAL MAT. LABOR EQUIP. TOTAL CAST IN PLACE CONCRETE PILES; 16" DIA 02455-100-0080 Cast in place augered piles CY 13.25 4.86 11.25 29.36 34.50 554.40 7,345.80 2,694.38 6,237.00 16,277.18 19,126.80 02455-100-1900 For length >=60ft SFCA 102.00 207.00 143.00 448.50 595.00 181.96 18,559.92 37,665.72 26,020.28 81,609.06 108,266.20 02455-100-1500 Steel, Reinforcement TON 855.00 550.00 0.00 1,405.00 1,850.00 181.96 155,575.80 100,078.00 0.00 255,653.80 336,626.00 TOTALS 181,481.52 140,438.10 32,257.28 353,540.04 464,019.00 CAST IN PLACE CONCRETE PILES; 24' DIA 02455-100-0080 Cast in place augered piles CY 16.45 6.05 14.10 36.60 43.00 5,070.20 83,404.79 30,674.71 71,489.82 185,569.32 218,018.60 02455-100-1900 For length >=60ft SFCA 102.00 207.00 143.00 448.50 595.00 654.10 66,718.20 135,398.70 93,536.30 293,363.85 389,189.50 02455-100-1500 Steel, Reinforcement TON 855.00
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