MOBILE COUNTY PROJECT NUMBER MCR-2014-008 SNOW ROAD NORTH AND SOUTH 1=)31BURK•KLEINPETER, INC. SUMMARY OF QUANTITIES ., ... i, ENC_!)•Ul:l'.i!S ESTIMATE JOHN G. W,U.TON CONSTRUCTION CO. HOSEA 0, WltAYltR 6 $ON&, INC, MOBIi.& ASPHALT COMPANY, Ll.C IT£M NOMBl'i'.R ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOl'AL UNIT PRICE TOTAL UNITPRIC~ TOTAL UNIT PRICE TOTAL 201A·002 Cl.EARING AND GRUBBING (APPROX, 0,50 ACRES) LS 1.00 " $ 5,000.00 $ 5,000.00 $ 12,030,00 $ ,a,030,00 $ 13,074.38 $ 13,074.38 $ 0.01 $ 0.01 206C•002 REMOVING CONCR£Tf: SLOPE PAVING SY •.\ 649.00 $ 11.00 $ 7,139.00 $ 6.30 $ 4 c>as.7o $ 4.03 !Ii 2,615.47 $ 5.00 $ 3,2.45,00 206C·010 1 REMOVING CONCRETE DRIVEWAY SY 185.00 $ 13.00 $ 2,405.00 $ 18.89 $ . 3,494.85 $ J0,.89 $ 2,014.65 $ 10.00 $ 1,850.00 2o&c-o:u; REMOVING ASPHALT PAVltMENT SY 259.00 $ 7,00 $ 1,813.00 $ 3.78 $ 1=)79.02 $ 5.86 $ 206D-OOO 1,517,74 $ 10.00 $ 2,590.00 REMOVl,NG PIPE 1,044.00 -·" LF $ 9.00 $ 9,396.00 $ 9.4!5 $ 9,866,80 $ 12,61 $ 13,184,84 $ 10.00 $ )0,440.00 2060-002 REMO\IING CURB LF 138.00 $ . s.oo $ 690.00 4.73 $ 6S2,74 $ 6.74'· $ 930,12 $ 7,00 $ 966,00 206D·003 REMOVING CURB & GUTTER LF 33.00 $ 5.00 $ 165,00 •$ 4.71 $ 155.43 21.14 $ $ 697..62 $ 8.00 264.00 206E·OOO REMOVING HEAOWAl.1.8 $ EA 2l.OO $ 300.00 $ 6,300.00 $ 44,98 $ 944.58 206E·001 $ 96.42 $ 2,024.82 $ 100,00 $ 2, l00.00 REMOVING INLETS EA s.oo $ 490.00 $ 2.460.00 $ 377,82 $ 1,889.10 $ 435.72 $ 2,)78.60 $ 200.00 $ 1,000.00 206E·043 REMOVING RAISEO PAVEMENT "1ARKER9 EA 550.00. $ 1.00 $ 5SO.OO $ 0,92 $ 606,00 $ 1.39 $ 764,SO 2.50 1,375.00 210A·OOO UNCLA&81FIEO EXCAVATION $ $ CY 2,500.00 $ 10.00 $ 25,000.00 $ 9,47 ., 2100-022 s 23,675.00 ,$ 7,78 $ 19,450.00 $ 8.00 $ 20,000.00 BORROW EXCAVATION (A·2·4(0) OR A·4(0) CY (TBM) 2,650.00 $ t3.00 $ 34,450.00 $ 9,28 $ 24,S92.;00 $ 9,44 $ 25,016.00 $ $ 2.9, ,so.oo 212A•OOO MACHINE GRAOING SHOULDERS ',.oo RD. BO. STA. 2.80.00 $ 40.00 $ 11,200.00 $ 0,01 $ 2,80 $ 32,77 '9,175,60 230A·OOO $ $ 20.00 $ 5,600.00 Ro>.oee;p PROCESSING RO. BD. STA. 56.00 $ 600.00 i 27,SQO.OO $ · 24~.48 $ ,. 13,336.AO $ 357. J9 $ 19,6415.45 $ 275.00 $ 15,125.00 301A·012 CRUl5HEO AGGREGATE BASE COURSE, TYPE B, Pt.ANT MIXED, 6" COMPACTEO THICKNESS SY 9,000.00 $ l4.00 $ 126,000.00 $ 12.00 $ 1oe,ooo.oo $ 16,39 $ 147,510.00 $ 11,20 $ 100,800.00 40JA-OOO BITUMINOUS TREATMENT A SY 9,000.00 $ J.00 $ 9,000.00 $ ..• 0.94 $ 8,460,00 0,92 405A-OOO $ $ 8,280.00 $ o.as $ 7,650.00 TACK COAT GAL 7,500.00 $ 3.50 $ 26,250.00 $ 0.91 $ 75,00 $ 3.46 $ 2S,875.. 00 $ 0.01 $ 76.00 408A-0:52 PLANING EXISTllfG PAVf':MENT (APPROXIMATELY 1. 10" THRU 2,0" THICK) SY 4,200.00 $ 6.50 $ 27,300.00 $ 1.43 $ 6,006,00 $ 1,86 $ 7,812,00 $ 2.30 '$ 9,860.00 424A·340 SUPERPAVE BITllMINO.US CONCRETE WEARING SU"tP'ACE: LAYER, 1/2" MAXIMUM TON ,, $ AGGREGATE SIZE MIX, ESAL RANC:.£ A/B (APPROXIMAT£LY 1 50 LBS/SQ YD) 4,500.00 $ 68.00 $ 306,000.00 $ 59,74 $ 268~830.00 59.18 $ 266,310,00 $ 83.70 $ 376,650.00 SUPERPAVE BITUMINOUS CONCRETE WEARING SURF'AC:11: LAYER, LEVEi.iNG, l/2• 424A·346 MAXIMUM AGGREGAT'E SIZE MIX ESAL RANCE A/8 (APPROXIMATELY 80-220 1 TON 1,500.00 $ 68.00 $ to2,ooo.oo $ LBS/SQ YO) 64,71 $ 97,065.00 $ 84. J 1 '$ 96,165.00 $ 57.00 $ 85,500.00 SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER LAY&:R, WIDENING, 3/4" 4249·676 MAXIMUM AC:.aR&GATE 51%£ MIX, ESAL RANGE A/9 (APPROXIMATELY 165 LBS/ TON 500.00 $ 90.00 $ 45,000.00 SQYD) $ 86,09 $ 43,045,00 $ 85.76 $ 42,880.00 $ 8J.2S $ 40,625.00 4308·040 AGGREGATE :SURl'ACING (CRVSHl!:0 AGGREGATE BASE, TVPI,: B) ' TON too.oo $ 70.00 $ 7.ooo.o.o $ 62,$2 5308·014 $ " S,252,0P $ 52,76 $ s,27s,oo, $ 49.00 $ 4,900.00 36" SPAN, 2.3" RISI! ROADWAY PIPE (CLASS 3 R,C,) (EXTENSION) LF 24.00 $ 80.00 $ t,920.00 $ '!3.80 $ 2.,2St .2.0 $ ea.,s $ ,: 2,262.40 $ 59.00 $ J,416.00 533A·098 l8" STORM SEWER PIPE (CLAS8 3 R.C.) .. LI'" 2,480.00 $ 30.00 $ 74,400.00 30,81 $ S33A•099 $ 76,40~.80 $ 23,94 $ 59,371.20 $ 24.00 $ 59,520.00 24" STORM SEWER PIPE (CLASS 3 R.C.) LF 734.00 $ 40.00 $ 29,360.00 $ 38.92 $ 28,867.28 $ 32,14 $ 23,590,76 $ 33.00 $ 24,222.00 533A·I05 60" STORM SEWER PIPE (CLASS 3 R,C,) LF 32.00 $ 150.00 $ 4,800.00 $ 183.S4i $ 5,8731,28 $ 14s.02 $ 4,640,64' $ 157.00 $ S,024,00 S33A·3S3 48" STORM SEWER PIPE (CLASS 3 R,C,) (EXTENSION) ' LF 34.00 $ 100.00 $ 3,400.00 $ 143.09 $ 4,865.06. $ t3S.61 $ 4,610.74 $ 115.00 $ 3,9)0.00 5338-100 36"·SPAN, ;;;t3" RIS!I STORM SEWER PIPE (CLASS 3 R.C.) LF 152,00 $ 80.00 $ 12,160.00 $ 76,69 11,656(88 11 "s $ 70.63 $ 10,73S(76 $ 60.00 $ 9,120.00 533B·101 44" SPAN, 27 RISE STORM SEWltR PIPE (CLASS 3 R.C.) LF 152.00 $ 100,00 $ 15,200.00 $ 88,73• $ 13,48$,96 $ 82.32 $ 12,512.64 $ 79.00 $ 12,008.00 533EH02 s1•·sPAN, 31" Rl6£ STORM St:Wll:R PIP£ (CL.Ass 3 R.C.) LF 682,00 $ 120.00 $ 81,840.00, $ 92,61 $ ' 53SA·080 $ 63,160,02 86.14 $ 58,747.48 $ 95.00 $ 64,790.00 t e• SIOE DRAIN PIP£ (CI.A8S 3 R.C.) LF 48.00 $ 30.00 $ 1,440.0.0 $ 38,49 $ 1,847-52 $ 38.46 $ 1,846,08 $ 32.00 $ 1,536.00 S3SA·08S 24" SIOE ORA.IN PIPE (CLAS& 3 R,C:.) LF 84,00 $ 40.00 $ 3,360,00 $ 47,40 $ • 3,98,1,60 $ 44.67 $ 3,752,28 $ 39.00 3,276.00 600A•OOO MOBILIZATION $ LS 1.00 $ 60,000.00 $ 50,000.00 I• $ 144,900,00 $ 14)4,900.00 $ 103)910,34 ' $ 1'03,910.34 30,730,00 6J4A·..000 SLOPB: PAVING $ $ 30,730.00 CY 19Q,OO $ 300.00 $ 57,000.0.0 $ 349.51 $ . 66,406.90 $ 424,74 $ 80,700.~0 $ 489.00 $ 92,910.00 6l.8B•OOJ CONCRETE DRIVEWAY, 8" THICK SY 136.00 $ 70.00 $ 9,520.00 $ 60.00 $ _ 8,160..0Q Sl.61 619A-OS9 $ $ 7,~t8.96 $ 76.00 $ 10,336.00 60~ ROADWAY PIPE £ND TREATMENT, CL.Ats 2 (4:1 SI.OPE) EA 1.00 $ 2,300.00 $ 2,soo.00 $ 4,686.65 $ 4,,sS.68 $ 6 1668,82 $ ,. S,l5S8,82 $ 6,910.00 $ 6,910.00 619A·10J 18° SIOE DRAIN PIP£ ENO TREATMENT, Cl.ASS l (4: I SLOPS:} EA s.oo $ 800.00 $ 4,000.00 702..83 $ 3,814, 11 $ IS $ 1,139,82 $ ... 8,699.10 $ 1,060.00 $ 5,250.00 6J9A•102 24 Sll>lt DRAIN PIPE: ENO TREATMENT, Cl.ASS 1 (4: 1 SLOPE) EA 6.00 $ 900.00 $ 5,400.00 $ 78Q.1,4 $ rt$ 1 4;680.,4 1,649.81 $ 9,897.06 $ ,.,2s.oo $ 6,750.00 6198-283 36• SPAN, 23' RISE ROADWAY PIPE ENO TREATMENT, CLASS 2 (00UB1.E LINE) t.00 (3; 1 St.OPE) EA $ 4,000.00 $ 4,000.00 $ 4,193.49 $ 4,1-93.49 $ 5,343.56 $ 5,343.6~ $ 4,225.00 $ 4,225.00 6.20A-OOO MINOR STRUCT.l/ffC: CONCRETE CY 10.00 $ 900.00 $ 9,000.00 $ ,.272.49 $ 13 621C•01.9 12,724.90, $ t,34A. $ ,3,441.30 $ 1,250.00 $ 12,500.00 INLETS, TYPE X EA 4.00 $ 6,000.00 $ 24,000.00 $ 4 (216,84 $ 1.61867.36 $ 4,0S7.SO, .$ l6,230.00 $ 2,495.00 $ 62.JC-109 INLETS, TVPlr. PD 9,980.00 EA 24,00 $ 8,500.00 $ 204,000.00 $ 4,.80t.13 $ IEl.227, 12 4,88),23 621C·140 J $ $ 1 ) .6,429.52, $ 4,890.00 $ 117,360.00 INLETS, OPEN THROAT EA 1.00 $ 5,000.00 $ s,000.00 $ 4,076.71 $ 4,076,71 $ 4,223.01• $ 4,223.01 $ 3,500.00 $ 3,S00.00 MOBILE COUNTY PROJECT NUMBER MCR-2014·008 SNOW ROAD NORTH AND SOUTH 1=)31BURK-KLEINPETER. INC. SUMMARY OF QUANTITIES . .. -· ,, ENC.:1Nf:ER8 E&TllifAT&: ~ JOHN G. WALTON CO"!ISTRUCTION CO, HoseA o. WCAVSR 8c SON&, INC, MOBIi.ii: ASPHALT COMPANY, LLC 621E-Of7 MANHOLES, TYPE MOR 0 EA 1.00 $ 5,QOO.QO $ ~.OQ0.00 $ 10,109.23 $ 10,109.23 $ 12,103.69 $ 12,t03,69 $ 2,325.00 $ 2,325.00 623 B·OOO CONCR£T£ CURB, TYPE N LF 30.00 $ 25,00 $ 7SO.OO $ 35,59 $ 1,067.70 $ 26.88 $ 806.40 $ 47,00 $ 1,410.00 6238·002 CONCRETE CURB, TYPE A - LF 33.00 $ 25.00 $ 825.00 $ 36.94 $ ' 1,219.02 $ 26.88 $ 887.04 $ 48,00 $ 1,584.00 623B·009 CONCRETE CURB, TYPE J LF 68.00 $ 25,00 $ 1,700.00 $ 35,97 $ 2,445,96~ $ 26.88 $ 1,827.84 $ 48.00 $ 3 ,264.00 6 23c;·003 COMBINATION CURS 8: GUTTEfl, TYPE C (MODIFIED) LF 33.00 $ 30.00 $ 990.00 $ 41,32 $ ~· l.