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2021 Cost Estimates for Paving Remaining Gravel Roads <br />Modified 11/10/2021 <br />TOTAL PROJECT <br />COST PER <br />SEGMENT (2) <br />$85,307.27 I <br />N <br />,43 <br />M <br />V1 <br />oo" to <br />N <br />N <br />c-I <br />N <br />.--IL. <br />m <br />', <br />VT <br />O <br />O <br />CO <br />N <br />in <br />.�i <br />M <br />01 <br />o <br />y� <br />LD <br />N <br />N <br />CO <br />oo <br />tA <br />0 01 <br />N <br />N <br />Lf1 <br />to <br />Ol <br />N <br />V) <br />0 <br />01 <br />M <br />N <br />W <br />W <br />.-1 <br />N <br />VT <br />u0 <br />LID <br />0O <br />O <br />N <br />00 <br />m <br />W <br />VT <br />o <br />,I-N <br />40 tD <br />V <br />lD <br />tD <br />m <br />V} <br />.-1 <br />N <br />7 <br />LID <br />i-i00 <br />01 <br />M <br />VT <br />N <br />M <br />V1 <br />00 <br />N <br />N <br />OO <br />N <br />VT <br />$2,499,688.841 <br />TOTAL <br />CONSTRUCTION <br />COST PER FOOT <br />O <br />O <br />0 <br />V1 <br />c-1 <br />V} <br />O <br />O <br />0 <br />V1 <br />c-1 <br />VT <br />$230.00 <br />O <br />O <br />O <br />V1 <br />c-1 <br />VT <br />O <br />O <br />O <br />c-I <br />in. <br />O <br />O <br />V1 <br />CO <br />c-1 <br />in. <br />O <br />O <br />O <br />LSD <br />N <br />an. <br />O <br />O <br />O <br />.-1 <br />.-1 <br />VT <br />O <br />O <br />O <br />.-1 <br />N <br />VT <br />O <br />O <br />O <br />.-1 <br />L -1 <br />VT <br />O <br />O <br />O <br />.-1 <br />N <br />V} <br />O <br />O <br />O <br />0 <br />L -1 <br />VT <br />ROAD <br />CONSTRUCTION <br />COST PER FOOT <br />(1) <br />0 <br />O <br />O <br />m <br />1 <br />V} <br />0 <br />O <br />O <br />V1 <br />ti <br />VT <br />0 <br />O <br />O <br />M <br />N <br />VT <br />0 <br />O <br />O <br />V1 <br />N <br />V} <br />0 <br />O <br />O <br />- <br />ti <br />VT <br />O <br />O <br />V1 <br />.-1 <br />ti <br />an <br />0 <br />O <br />O <br />LLD <br />ti <br />an <br />0 <br />O <br />O <br />.-1 <br />ti <br />an <br />0 <br />O <br />O <br />- <br />ti <br />VT <br />0 <br />O <br />O <br />.-1 <br />ti <br />V} <br />0 <br />O <br />O <br />- <br />ti <br />V} <br />0 <br />O <br />O <br />- <br />ti <br />VT <br />SUBGRADE <br />CORRECTION <br />COST PER <br />FOOT <br />0 <br />0 <br />00.001$ <br />0 <br />0 <br />N <br />0 <br />O <br />0 <br />O <br />0.--1 <br />� <br />VT <br />0 <br />N <br />. <br />0 <br />N <br />. <br />0 <br />an - <br />PROPOSED <br />PAVEMENT <br />SECTION <br />4" Cl. 5, 3.5" Bit. <br />4" Cl. 5, 3.5" Bit. <br />4" CI. 5, 3.5" Bit. <br />4" CI. 5, 3.5" Bit. <br />4" CI. 5, 3.5" Bit. <br />4" Cl. 5, 3.5" Bit. <br />4" Cl. 5, 3.5" Bit. <br />CO <br />V1 <br />Ai <br />V1 <br />U <br />V <br />4" Cl. 5, 3.5" Bit. <br />4" Cl. 5, 3.5" Bit. <br />4" Cl. 5, 3.5" Bit. <br />4" Cl. 5, 3.5" Bit. <br />PROPOSED <br />SUBGRADE <br />CORRECTION <br />None <br />None <br />3' SGB & fabric <br />None <br />None <br />V <br />Q <br />co <br />0 <br />m <br />(0 <br />N <br />V <br />33 <br />C <br />00 <br />N <br />M <br />G) <br />Q <br />Z <br />2' SGB & fabric <br />None <br />V <br />L <br />co <br />00 <br />N <br />N <br />None <br />J Z Z <br />.1 2 Q O <br />o: vi <br />i <br />D' cc W <br />V) <br />co <br />7 <br />C <br />co <br />7 <br />O: <br />rc <br />7 <br />K <br />cc <br />7 <br />K <br />cc <br />7 <br />K <br />co <br />7 <br />K <br />co <br />7 <br />cc <br />co <br />7 <br />K <br />co <br />7 <br />K <br />co <br />7 <br />K <br />co <br />7 <br />K <br />cc <br />7 <br />K <br />W H y <br />W C7 - <br />NW <br />01 <br />O <br />O <br />N <br />O <br />O <br />01 <br />N <br />O <br />W <br />O <br />O <br />N <br />O <br />O <br />N <br />O <br />O <br />00 <br />c-1 <br />O <br />.-i <br />M <br />O <br />O <br />.--1 <br />O <br />.-1 <br />V1 <br />O <br />0) <br />N <br />O <br />N <br />M <br />O <br />l0 <br />M <br />N <br />W v <br />FZ LL <br />V) J — <br />N <br />m <br />VD <br />N <br />CLri <br />N <br />M <br />M <br />N <br />W <br />0 <br />o <br />0 <br />0 <br />N <br />CO <br />M <br />.-1 <br />to <br />V1 <br />M <br />N <br />M <br />N <br />O1 <br />.,-1 <br />N <br />L0 <br />W <br />N <br />01 <br />0 <br />)0 <br />00 <br />N <br />NI <br />N <br />lD <br />V1 <br />W <br />o <br />.-1 <br />lD <br />c-I <br />U3 <br />N <br />d <br />7 <br />N <br />N <br />W = <br />W D G) <br />00 GO <br />H > .. . <br />Cr <br />N <br />Cr <br />N <br />C <br />N <br />a <br />N <br />a <br />N <br />a <br />N <br />00 <br />N <br />0 <br />N <br />00 <br />N <br />00 <br />N <br />00 <br />N <br />0 <br />N <br />3 G) <br />0 .WO.. <br />C <br />tO <br />tD <br />tO <br />tD <br />lO <br />lD <br />W <br />W <br />to <br />lD <br />to <br />lD <br />to <br />lD <br />0 <br />0 <br />0 <br />0 <br />0 <br />00 <br />0 <br />0 <br />0 <br />0 <br />gA <br />R <br />-8 <br />1- <br />DESCRIPTION <br />CDS / Xenolith St <br />Xenolith St / CDS <br />178th Ln / N Line Section 4 <br />142nd Ave / 143rd Ave <br />0_ <br />0 <br />N <br />CIL <br />L -1 <br />0 <br />.-1 <br />Collins Dr/TH 10 <br />NW EOP / W Termini <br />CSAH 5 / W Termini <br />CR 63 / Termini <br />CR 83 / Variolite St <br />Old CR 5 /Termini <br />Nowthen Blvd / CDS <br />cW <br />C <br />Q <br />z <br />178th Lane <br />178th Lane <br />Xenolith Street <br />Limonite Street <br />Basalt Street <br />Beatty Avenue <br />Collins Drive <br />173rd Avenue <br />Garnet Street <br />157th Avenue <br />Potassium Street <br />148th Lane <br />1- <br />5 <br />a <br />Caroline Acres <br />Caroline Acres <br />Caroline Acres <br />Gateway Industrial Park <br />Gateway Industrial Park 2 <br />Itasca Heights <br />Itasca Heights <br />Section 03 Unplatted <br />Section 03 Unplatted <br />Section 16 Unplatted <br />Section 23 Unplatted <br />Section 26 Unplatted <br />