The URL can be used to link to this page

Home My WebLink AboutSDP200700147 Legacy Document 2008-06-30References 1 "General Construction 2000 Costbook ", 10th Ed. BNI Publications, Inc. 502 Maple Avenue West, Vienna, VA 22180 2 "1993 Means Facilities Cost Data" 8th Annual Ed. R.S. Means Company, Inc. Construction Publishers & Consultants 100 Construction Plaza P.O. Box 800 Kinston, MA 02364 -0800 (617) 585 -7880 Estimate Item Ref. Source (all prices are installed) (increase figures by 2 % /yr inflation) 1 1 No. 21 crusher run stone 1 No. 57 or 357 stone 2 roadway stone base, 3/4" compacted to 6" deep 2 12" deep 2 Earlysville Meadows project of Nov. 1999, A.E. Fox Paving, Inc. 3 1 asphalt, binder course 3" 1 4" 1 6" 2 bituminous base 4" 2 8" 2 asphalt conrete pavement, binder course 2" 2 3" 2 4" 4 1 asphalt, surface 1.5" 1 2" 1 3" 2 asphalt concrete pavement, wearing course 1.5" 2 2" 2 3" 1 bituminous tack coat Seminole Ln project of Nov 1999, S.L. Williamson, Inc., 1.5" overlay SM -2A $ price unit 21.1 cy 21.69 cy 30 cy 29.5 cy 6.9 sy 7.15 sy 8.95 sy 12.95 sy 34 ton 33 ton 3.67 sy 5.3 sy 6.95 sy 4.4 sy 5.7 sy 8.1 sy 3.09 sy 4.07 sy 5.85 sy 0.28 sy 6 sy (alternate method) $ price unit 18.75 ton (use 2x, see below) 36 ton 35 ton 38 ton 37 ton <_= project cost twice means estimate Pantops PDMC road project for C.W.Hurt by S.L. Williamson, various mixes of surface and base between $40 -$45 / ton 5 1 bituminous pavement demolition on streets 5.65 sy 6 ? 7 2 curbs, 30" wide, 0.055 cy per If 11.55 If 8 ? 9 2 sidewalks, concrete 3ksi, w 6x6 w1.4xw1.4 mesh, broom fin., 4" thick 2.43 sf 10 ? 11 ? 12 1 sign and post, stop 24 "x24" 60.65 1 speed limit 12 "x18" 46.15 13 ? Charles Baber of Vdot, $3700 per end section, Feb 2001 14 1 curb inlet frame and cover, 24 "x25" 285 15 1 mahole, precast, 6' deep 830 1 mahole frame and cover, 40011b 298.9 16 1 & 2 concrete pipe, class 3, tongue & groove 15" 18.75 If 1 & 2 ref. 1 price, then ref. 2 18" 20.4 1 & 2 ref. 2 price not inclusive of excavation, backfill 24" 29.8 1 & 2 use approx. 25% increase 30" 37.2 1 & 2 36" 51 1 & 2 42" 61.6 1 & 2 48" 81.75 17 2 54" 2 60" 2 66" 2 72" 18 1 underdrain, pert PVC 6" 4.55 If 1 8" 5.55 2 SDR 35, excluding excavation, backfill 10" 7.6 19 1 & 2 corrugated metal, galvanized, 16 ga., plain 15" 16.45 If 1 & 2 ref. 1 price, then ref. 2 18" 19.1 1 & 2 ref. 2 price, galv. Or alum., bitumin., exclude 24" 26.9 1 & 2 excavation or backfill 30" 34.3 1 & 2 36" 41.85 1 & 2 42" 1 & 2 48" 70.65 20 2 10 ga 60" 2 8 ga 72" 21 1 rip -rap, 3001b stones 61.5 ton Martin Marietta, Red Hill Quarry price sheet of 1 Dec 2000, $13 /ton 30 ton add $10 labor, $10 hauling (class 2 rip -rap) 22 ? 23 2 Clear, Heavy, trees to 24" diam., cut & chip 9075 acre 2 Grub stumps & remove 4925 acre 24 1 bulk excavation (unclassified material, 2.5 cy bucket) 3 cy 1 borrow (place fill and compact, > 1 in 4 slope) 14.05 cy 1 roadway excavation, 1/4 mi haul 1.5 cy 1 prepare and roll sub base 0.47 sy 2 stripping top soil and stockpiling, 300hp dozer, sandy loam, adverse cond. 0.59 cy 2 roadway sub base, prepare and roll 0.8 sy Springddae estimate for cut and import, from Kessler Group, 1999 2.5 cy 25 ? 26 ? 27 ? 28 From VDOT, see also ordinance section 14-414 C 29 From VDOT, see also ordinance section 14-414 C ALL VALUES HAVE BEEN ADJUSTED UP 5% ON 12JAN2005 (zoning using $16.50 for 6' wide conc walk - Dennis 1/17/02) 14.4 If 18.35 27.50 50.50 69.50 82.00 96.50 141.00 181.00 15.95 $22.73 18.40 $26.22 27.00 $38.48 33.50 $47.74 47.50 $67.69 71.50 $101.89 103.00 $146.78 156.00 $222.30 Avon Park II ROAD Construction Bond Estimate (roads, site work, storm sewer) Item Item No. Unit Unit Cost Cost Number 293.3 cy $35.91 $10,533.60 installed 540.0 ft L 22.0 ft W Hathaway St (Public) 10 +00 to 12 +60 road length 260.0 ft $8,316.00 3 asphalt base 0.0 in d 1 aggregate base 8.0 in d 260.0 ft L 31.0 ft W $73.50 199.0 cy $35.91 $7,146.53 2 blotted or prime &double seal 260.0 ft L 31.0 ft W $81.90 895.6 sy $6.30 $5,642.00 3 asphalt base 0.0 in d 260.0 ft L 31.0 ft W $8.40 0.0 tons $73.50 $0.00 4 asphalt surface 3.0 in d 260.0 ft L 31.0 ft W $13.83 112.8 tons $81.90 $9,241.60 6 curb CG -2 0.0 tons $73.50 520.0 ft $8.40 $4,368.00 7 curb CG -6 $14.57 $15,734.25 520.0 ft $13.83 $7,190.82 8 sidewalk, asphalt 0.0 in d 260.0 ft L 4.0 ft W $0.00 0.0 tons $73.50 $0.00 9 sidewalk, concrete 5' width $65.00 $130.00 390.0 ft $14.57 $5,681.81 10 ramp CG -12 $49.35 $98.70 3 $315.00 $945.00 11 street name sign $0.00 14 manhole or drop inlet 0 $65.00 $0.00 12 traffic control sign $2,730.00 16 pipe, rcp (15 to 48 ") 0 $49.35 $0.00 13 guardrail (or rebuild wall in right -of -we 0 ES @ $3700 17 pipe, rcp (54 to 72 ") 0.0 ft $16.80 $0.00 14 manhole or drop inlet $0.00 18 pipe, pvc (4 to 10 ") 2 $1,365.00 $2,730.00 16 pipe, rcp (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 EC -1 $200 150.0 ft $23.10 $3,465.00 17 pipe, rcp (54 to 72 ") 54.0 in d 0 ES -1,2 $250 0 EC -1 $200 0.0 ft $157.50 $0.00 18 pipe, pvc (4 to 10 ") 8.0 in d $0.00 0.0 ft $6.30 $0.00 19 pipe, cmp (15 to 48 ") 15.0 in d 2 ES -1,2 $250 1 EC -1 $200 72.0 ft $23.10 $2,363.20 20 pipe, cmp (54 to 72 ") 60.0 in d 0 ES -1,2 $250 0 EC -1 $200 0.0 ft $146.00 $0.00 21 rip -rap, placed 0.0 ton $31.50 $0.00 22 E &S fabric,EC -2,3 1750 ft L 4 ft W 0.0 sy $10.50 $0.00 23 clear and grub (for wooded sites) 260.0 ft L 55.0 ft W 0.3 acre $10,500.00 $3,446.97 24 grading (per cy for cut or import only) 261.9 cy fill 2111.0 cy cut 2111.0 cy $3.15 $13,299.30 24 CBR tests (1 every 0.1 mi. per road) 260.0 ft L 0.52 inc of 500' 2 $157.50 $252.00 25 as -built drawings (1k + price per 0.1 r 260.0 ft L 0.049 mi. 1 $1,050.00 $2,050.00 26 survey and layout (price per 0.1 mi.) 260.0 ft L 0.049 mi. 1 $525.00 $1,525.00 27 mobilization 1 $525.00 $525.00 28 VDOT surety (1 lane) 260.0 ft L 0.049 mi. 2 Lanes $2,000.00 $1,969.70 29 VDOT maintenance fee (1 In rd, 1 yr) 260.0 ft L 0.049 mi. 2 Lanes $150.00 $147.73 30 VDOT admin. Cost recovery fee(1 tarn 260.0 ft L 0.049 mi. 2 Lanes $100.00 $348.48 cost sum $72,338.14 contigency 25% $18,084.54 Total $90,430 Stratford Way (Private) 10 +00 to 15 +40 road length 540.0 ft 1 aggregate base 8.0 in d 540.0 ft L 22.0 ft W 293.3 cy $35.91 $10,533.60 2 blotted or prime &double seal 540.0 ft L 22.0 ft W 1320.0 sy $6.30 $8,316.00 3 asphalt base 0.0 in d 540.0 ft L 22.0 ft W 0.0 tons $73.50 $0.00 4 asphalt surface 3.0 in d 540.0 ft L 22.0 ft W 166.3 tons $81.90 $13,621.61 6 curb CG -2 1080.0 ft $8.40 $9,072.00 7 curb CG -6 1080.0 ft $13.83 $14,934.78 8 sidewalk, asphalt 0.0 in d 540.0 ft L 4.0 ft W 0.0 tons $73.50 $0.00 9 sidewalk, concrete 5' width 1080.0 ft $14.57 $15,734.25 10 ramp CG -12 0 $315.00 $0.00 11 street name sign 2 $65.00 $130.00 12 traffic control sign 2 $49.35 $98.70 13 guardrail (or rebuild wall in right -of -we 0 ES @ $3700 0.0 ft $16.80 $0.00 14 manhole or drop inlet 2 $1,365.00 $2,730.00 16 pipe, rcp (15 to 48 ") 15.0 in d 1 ES -1,2 $250 1 EC -1 $200 1100.0 ft $23.10 $25,860.00 17 pipe, rcp (54 to 72 ") 54.0 in d 0 ES -1,2 $250 0 EC -1 $200 0.0 ft $157.50 $0.00 18 pipe, pvc (4 to 10 ") 8.0 in d 0.0 ft $6.30 $0.00 19 pipe, cmp (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 EC -1 $200 0.0 ft $23.10 $0.00 20 pipe, cmp (54 to 72 ") 60.0 in d 0 ES -1,2 $250 0 EC -1 $200 0.0 ft $146.00 $0.00 3/7/2015 Avon Park II ROAD Construction Bond Estimate (roads, site work, storm sewer) Item Item No. Unit Unit Cost Number installed Cost 0.0 ton $31.50 $0.00 0.0 sy $10.50 $0.00 0.7 21 rip -rap, placed $7,159.09 3194.0 22 E&S fabric,EC -2,3 1750 ft L 4 ft W 23 clear and grub (for wooded sites) 540.0 ft L 55.0 ft W 24 grading (per cy for cut or import only) 2058.3 cy fill 3194.0 cy cut 24 CBR tests (1 every 0.1 mi. per road) 540.0 ft L 1.08 inc of 500' 25 as -built drawings (1 k + price per 0.1 r 540.0 ft L 0.102 mi. 26 survey and layout (price per 0.1 mi.) 540.0 ft L 0.102 mi. 27 mobilization $306.82 2 28 VDOT surety (1 lane) 540.0 ft L 0.102 mi. 29 VDOT maintenance fee (1 In rd, 1 yr) 540.0 ft L 0.102 mi. 30 VDOT admin. Cost recovery fee(1 Ian, 540.0 ft L 0.102 mi. Cost 0.0 ton $31.50 $0.00 0.0 sy $10.50 $0.00 0.7 acre $10,500.00 $7,159.09 3194.0 cy $3.15 $20,122.43 2 $157.50 $330.75 2 $1,050.00 $3,100.00 2 $525.00 $2,050.00 1 $525.00 $525.00 2 Lanes $2,000.00 $4,090.91 2 Lanes $150.00 $306.82 2 Lanes $100.00 $454.55 cost sum $139,170.48 contigency 25% $34,792.62 Total $173,970 Grand Total $264,400 3/7/2015