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Buckhorn Area North of 1-85 and Efland Sewer System Improvements Project
<br /> Orange County, North Carolina
<br /> Buckhorn Final Adjustment of Quantities
<br /> Item Actual Actual
<br /> No.
<br /> Item QTY Unit Bid Bid Total Installed Installedl Quantity Variance Total Variance
<br /> Quantity Quantity Total
<br /> 1 Mobilization 1 LS $18,200.00 $18,200.00 100% $ 18,200 00 0% $
<br /> 2 Meetins and Inspection 1 LS $500.00 $500.00 100% $ 50000 0% $
<br /> 3 8"PVC 0-6' 185 LF $28.75 $5,318.75 0.00 $ -185.00 $ (5,318.75)
<br /> 4 8"PVC 6'-8' 1687 LF $32.34 $54,557.58 1360.39 $ 43,995 01 -326.61 $ (10,562.57)
<br /> 5 8"PVC 8'-10' 1287 LF $37.24 $47,927.88 1444.13 $ 53,779 40 157.13 $ 5,851.52
<br /> 6 8"PVC 10'-12' 703 LF $42.26 $29,708.78 749.42 $ 31,670 49 46.42 $ 1,961.71
<br /> 7 8"DIP 0-6' 368 LF $37.18 $13,682.24 503.00 $ 18,701 54 135.00 $ 5,019.30
<br /> 8 8"DIP 6'-8' 280 LF $40.77 $11,415.60 412.14 $ 16,802 95 132.14 $ 5,387.35
<br /> 9 8"DIP 8'-10' 373 LF $45.67 $17,034.91 376.94 $ 17,214 85 3.94 $ 179.94
<br /> 10 8"DIP 10'-12' 105 LF $50.69 $5,322.45 112.00 $ 5,67728 7.00 $ 354.83
<br /> 11 8"CL 51 DIP 0-6' 272 LF $38.58 $10,493.76 271.17 $ 10,46174 -0.83 $ (32.02)
<br /> 12 4'DIA.Manholes 25 EA $1,330.00 $33,250.00 25.00 $ 33,25000 0.00 $
<br /> 13 Installing extra depth manholes above 6' 70 LF $148.00 $10,360.00 62.17 $ 9,201 16 -7.83 $ (1,158.84)
<br /> 14 Connect to Existing Sewer 1 LS $3,050.00 $3,050.00 100% $ 3,05000 0% $ -
<br /> 16"Steel Encasement,0.25"Wall
<br /> 15 Thickness/Boring and Jacking 120 LF $235.00 $28,200.00 140.00 $ 32,900 00 20.00 $ 4,700.00
<br /> 16 Fine grading,seeding and mulching 1 LS $5,400.00 $5,400.00 100% $ 5,40000 0% $ -
<br /> 17 Trench Rock Excavation 150 CY $50.00 $7,500.00 3.70 $ 18500 -146.30 $ (7,315.00)
<br /> 18 Installing#57 Washed Stone 300 TON $17.00 $5,100.00 4.46 $ 7582 -295.54 $ (5,024.18)
<br /> 19 Installing#67 Washed Stone 200 TON $17.00 $3,400.00 0.00 $ -200.00 $ (3,400.00)
<br /> 20 Installing Crusher Run,CABC 150 TON $25.00 $3,750.00 150.00 $ 3,75000 0.00 $
<br /> 21 Asphalt Drives Cut and Patch Heavy Duty 25 SY $28.05 $701.25 0.00 $ -25.00 $ (701.25)
<br /> 22 Asphalt Roads Cut and Patch Heavy Duty 30 SY $55.00 $1,650.00 0.00 $ -30.00 $ (1,650.00)
<br /> 23 Asphalt Roads Cut and Patch Heavy Duty 200 SY $68.75 $13,750.00 42.70 $ 2,935,63 -157.30 $ (10,814.38)
<br /> 24 Installing 1"1-2 Overlay 200 SY $10.38 $2,076.00 0.00 $ -200.00 $ (2,076.00)
<br /> Replacing Concrete Drives,Sidewalk and
<br /> 25 other Concrete 40 SY $53.00 $2,120.00 0.00 $ -40.00 $ (2,120.00)
<br /> 26 Silt Fence 2000 LF $1.72 $3,440.00 1696.00 $ 2,917.12 -304.00 $ (522.88)
<br /> 27 Outlet Protection 4 EA $150.00 $600.00 4.00 $ 600.00 0.00 $
<br /> 28 Gravel Arch Filters 1 EA $300.00 $300.00 1.00 $ 300.00 0.00 $
<br /> 29 Temporary Ditch Liner 100 LF $4.00 $400.00 0.00 $ -100.00 $ (400.00)
<br /> 30 Erosion Control Blankets(6.67 feet wide) 4500 LF $1.40 $6,300.00 1230.00 $ 1,722.00 -3270.00 $ (4,578.00)
<br /> 31 Rock Check Dams 15 EA $150.00 $2,250.00 13.00 $ 1,950.00 -2.00 $ (300.00)
<br /> 32 Class B Rip Rap 40 TON $45.00 $1,800.00 0.00 $ -40.00 $ (1,800.00)
<br /> 33 Class I Rip Rap 25 TON $45.00 $1,125.00 0.00 $ - -25.00 $ (1,125.00)
<br /> 34 Select Backfill 200 CY $3.00 $600.00 60.00 $ 180.00 -140.00 $ (420.00)
<br /> 35 12"RCP 8 LF $35.00 $280.00 0.00 $ -8.00 $ (280.00)
<br /> 36 15"RCP 120 LF $34.00 $4,080.00 0.00 $ -120.00 $ (4,080.00)
<br /> 37 18"RCP 16 LF $36.00 $576.00 0.00 $ -16.00 $ (576.00)
<br /> 38 24"RCP 12 LF $46.00 $552.00 0.00 $ -12.00 $ (552.00)
<br /> 39 36"RCP 12 LF $70.00 $840.00 0.00 $ -12.00 $ (840.00)
<br /> 40 Class C Concrete 10 CY $145.00 $1,450.00 0.00 $ -10.001$ (1,450.00)
<br /> 41 Flowable Fill 75 CY $85.00 $6,375.00 0.00 $ - -75.001$ (6,375.00)
<br /> Site Clean up of Temporary Erosion Control
<br /> 42 Measures 1 LS $1,000.00 $1,000.00 100% $ 1,000.00 0% $
<br /> 43 Testing of 8"Sanitary Sewers 1 LS $500.00 $500.00 100% $ 500.00 0% $14"PVC Service Connections(No Road
<br /> 44 Crossings) 200 LF 1 $49.00 $9,800.00 221.00 $ 10,829.00 21.00 $ 1,029.00
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