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Cost Estimate for
<br /> Abington Woods
<br /> CONSTRUCTION COST ESTIMATE FOR ABINGTON WOODS FOR BOND
<br /> BILL OF SALE OF UTILITIES UNIT QUANTITY UNIT PRICE TOTAL COMPLETE JAMOUNT REMAINING,
<br /> GENERAL/ EARTHWORK/I R/W
<br /> Mobilization LS 1 $5 , 500. 00 $ 5 , 500 . 00 100% IIIII' m $ 5 ,500. 00 $0 . 00
<br /> Engineering LS 1 $ 10,000 . 00 $ 10, 000 . 00 0% $ $ 103000 . 00
<br /> Survey LS 1 $5 ,000 .00 $5 ,000 . 00 0% $ $ 5 ,000. 00
<br /> Survey, Install P.C.P.'s LS 1 $2 ,500 .00 $2, 500.00 0% $ $2, 500.00
<br /> Clearing-General LS 1 $ 30,000. 00 $ 30,000. 00 100% $ 30,000 . 00 $0 .00
<br /> Clearing-Select Removal of Exotics LS 1 $ 15 ,000.00 $ 159000. 00 100% $ 15 , 000 . 00 $0. 00
<br /> IIIIIIIIIIIIIIs
<br /> Striping Top Soil 411 CY 7366 $ 1 .20 $ 8 , 839 .20 100% $ 8 , 839 .20 $0 .00
<br /> Excavation CY 45259 $ 1 .35 $615099.65 100% $ 61 , 099 . 65
<br /> Embankment CY 76392 $0 .25 $ 199098 . 00 90% $ 17, 188 .20 $ 1 , 909 . 80
<br /> Grade Paved Areas SY 8 , 724 $ 1 .05 $99160.20 100% $ 9, 160.20
<br /> Grade Green Areas SY 12, 798 $0.20 $2, 559.60 95% $ 2,431 .62 $ 127 .98
<br /> Final Dress for Sod LS 1 $7, 500 .00 $7,500.00 80% $ 6,000 . 00 $ 1 , 500. 00
<br /> Grade Lake Slopes SY j-,4 74 $0 .40 $ 1 ,389.60 95% $ 19320 . 12 $69.48
<br /> 8 " Stabilized Subgrade IIIIIIIIIIIIII`SY 8724 $ 1 . 90 IIIII$ 16, 575 .60 100% $ 16,575 . 60 $0 .00
<br /> 6 " Coquina Base SY 7213 $4 . 95 $35 , 704.35 60% $ 21 ,422 . 61 $ 14,281 . 74
<br /> Asphalt 1 1 /2 S- 1 SY 7213 $4 .25 $30, 655 .25 0% $ $30,655 .25
<br /> Striping and Signage LS 1 $35400 .00 $3 ,400 . 00 0% $ $3 ,400. 00
<br /> Miami Curb LF 5 438 $6 .50 $35 ,347. 00 90% $ 31 , 812 . 30 _ IIIIIIIIII
<br /> $3 , 534 . 70
<br /> d Curb LF 367 $ 7 . 70 $29825 . 90 0% $ $2, 825 . 90
<br /> Sidewalk SF 12,534 $2 . 70 $ 33 , 841 . 80 10% $ 3 ,384 . 18 $30,457 .62
<br /> Sod all disturbed R.O.W. SY 8 ,000 $ 1 .25 $ 10 ,000 .00 0% $ $ 10,000 .00
<br /> Sod internal road SY 1 700 $ 1 .25 $2, 125 . 00 0% $ $2, 125 .00
<br /> Remove A.D. S ., replace LS 1 $ 800. 00 $ 19200 . 00IIIIIIIIIIIIIIII0% $ $ 1 ,200 . 00
<br /> Sod for Lake Slopes SY 3 00o $ 1 .25 $3 , 750 . 0075% $ 2 , 812 . 50 IIIIIIII937 .50
<br /> DRAINAGE
<br /> Subtotal $353 ,071 . 15 $232, 546 . 18 $ 120,524 . 97
<br /> �
<br /> Control Structure EA 1 $ 1 , 100 .00 $ 13100 .00 95% $ 1 ,045 . 00 $55 . 00
<br /> Miami Inlets EA 8 $ 19800 . 00 $ 14,400 . 00 50% $ 7,200. 00 $ 7,200 . 00
<br /> Type C Inlets EA 2 $ 900 .00 $ 15800.00100% $ 15800 . 00 $0 . 00
<br /> Manhole EA 1 $ 1 ,300 . 00 $ 15300 .00 100% $ 1 ,300 . 00 $0 .00
<br /> ERCP 14 " x23 LF 1 445 $32.00 $ 14,240 . 00 100% $ 14,240. 00
<br /> HDPE 15 " LF 379 $ 15 .00 $59685 . 00 100% $ 55685 . 00 $0.00
<br /> HDPE18 " LF 720 $ 18 .00 $ 127960 .00 100% $ 12 ,960 .00 $0. 00
<br /> RCP 15 " LF 120 $21 .00 $2, 520. 00 100% $ 2 ,520 . 00 $0 . 00
<br /> ,onc. Collar EA 1 $200 . 00 $200. 00 100% $ 200. 00 $0 . 00
<br /> l5 " x 21 " BCCMP LF 20 $35 . 00 $700 .00 100% $ 700 . 00 $0 .00
<br /> l5 " MES LF 3 $450 . 00 $ 1 ,350 . 00 0% $ - $ 19350 . 00
<br /> 'atch Roadway LS 1 j $ 1 , 500 . 00 $ 1 , 500.00 IIIIIIIIIIIIIIIII -
<br /> 0% $ - $ 13500 . 00
<br /> Subtotal $57, 755 . 00 $47,650. 00 $ 10, 105 . 00
<br /> iANITARY SEWER
<br /> MANHOLES
<br /> CutE6_8
<br /> EA 8 $ 1 , 500 . 00 $ 12 ,000 .00 95 % $ 11 ,400 . 00 $600 . 00 I`
<br /> Cut EA 4 $ 1 , 800 . 00 $7,200 . 00 95 % $ 6, 840 . 00 $ 360 . 00off
<br /> PVC Pipe l I
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