Pavement Management Plan - Laserfiche WebLink

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-- , � � � � � � � � � � � � � � � � � � ,� , i Appendix A - Cost Estimates Reconstructlon Cost per Lineal Foot of Street Remove and Replace Curb and Gutter I t wid�h I ' to b�k BllumNwus BNumh�ous Rem 3 Rep 4' Drafn Ciaas S Select Reclaim Const. + 10X + 30% feet W�r Baae C 8 G Tlb Baes Granular Excavafion 8it Fabric Dtivev� 3odd Total Contl enc�s Indkect Costs 25 9.33 .81 24.00 12.00 11.98 5.00 513.00 s5.56 54.50 S12•50 $4.80 5131.4$ 5144.63 5488.02 27 10.07 9.53 4.00 512.00 512.87 26.85 13.98 .00 54.83 512.50 S4.8d 137.42 181.16 5196.51 29 10.62 10.23 4.00 S12•00 573.75 528.70 14.93 .44 5.17 12.50 s4.80 5143.35 3187.68 5204.98 31 11.57 10.9�i 24.00 312.00 574.84 30.58 15.89 56.89 55.50 ;t2.50 54,80 149.28 5784.21 s213.47 .. : �r'�J'�•. y . � . . . . . . . . . . � . . . : . . ... .. . . . � .., . .,. . .. . .. .�. . . 54.80:=`, . . _: 55:21 17Q:'F3: . . , . �221.g5; t� �;�. 12'31... �r. fii.85r :� `;�'�532:41��"�;� 9H :,. : . .:.3'12.50 ^: >:� - �. _;��. {. . _..33 �, . �' '�"?�524,00"� �! .,� 12500 �..,.x., 553. 35 13.06 512.35 s24.00 12.00 578.42 34.26 17.81 57.78 .17 s72•50 54.80 161.14 5177.26 i230.44 37 s13.80 513.08 524.00 512.00 517.30 36.11 18.7B 58.22 .50 572.50 54.80 5167.08 E183.T8 5238.92 39 14.55 513.76 524.00 s12-00 518.19 37.96 19.74 58.67 6.83 512.50 54.80 5173.01 5790.31 s247.40 41 1b.30 :11.47 24.00 512.00 19.08 9.81 20.70 59.11 j7.1T 512.50 .80 178.94 196.83 S25S.88 43 18.04 15.18 24.00 12.00 19.97 1.67 s21.67 9.58 s7.50 12.50 .80 5184.87 s203.36 i2B4.37 45 516.79 515.88 524.00 512.00 520.85 i43.52 i22.63 510.00 i7.83 512.50 54.80 5190.80 5209.88 5272.85 Reconstruction � Cost pe� Lineal Foot of Street Curb and Gutter Remains in Place aeec w�dn, b back Bkuminous BNumk�ous Rem b Rep 4" Drain Class 5 Select Reclafm Const. + 10°� + 309k eet Wear Base C b G Tile Baae Grarwtar Excavation Bit Fabric Drivewa Soddfn Total Cond rxies Indirect Costs 25 9.33 .82 3.00 12.00 9.02 18.82 59.79 55.56 53.39 $2.00 0.50 82.23 90.45 5117.58 27 10.07 59.53 53.00 S12•00 59.91 20.68 s10.75 56.00 53.72 $2.00 0.50 $88.16 $98.97 5126.07 29 510.8? 510.23 53.00 12.00 510.79 522.53 511.71 ;6.44 s4.06 $2.00 $0.50 $94.09 $103.50 5134.55 31 11.57 10.94 53.00 s12•00 511.68 24.38 12.68 58.89 54.39 S2•0� 50.50 5100.02 5110.02 3143.03 ,-_ ;� g :,' 1'l<65:""'>. ; .OU�:�� 2`04 .� ��;. :1E: _ �� 26:23�„�� 'l.�.B;�*�,'��": 7.s33f� T-��^ :<�2,�.s.��:.;.52,00�....::;: ;$0::50ra� ,$'IQ5'&5 ��.::r$'�.�'6'155r �.. ', 15� �1, 35 13_08 12.35 53.00 ;12.00 513.46 28.08 14.60 57.78 5.08 S2•00 50.50 111.89 $123.07 �5160.00 37 13.80 573.08 53.00 12.00 514.34 529.94 s15.57 8.22 $5.39 $2.00 �0.50 $117.82 5129-60 5168.48 39 14.55 13.78 .00 12.00 15.23 S31.T9 518.53 s8.87 $5.72 $2.00 �0.50 �123.75 �136.12 �i176.96 41 15.30 514.4T Z3.00 S72•00 516.12 533.64 517.49 9.11 56.06 52.00 $0.50 5129.68 5142.65 5185.44 43 18.04 S15.t8 .00 312•00 a17.01 535.49 518.46 59.58 Z8.39 52.00 50.50 s135.81 $149.17 5193.93 45 16.79 15.88 Z3.00 512.00 517.89 537.34 19.42 510.00 56.72 a2•00 50.50 141.55 $155.70 5202.41