HomeMy WebLinkAboutSR 1660 and SR 1662 (4)North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 ALT D REV County:
Route New Location
From Vicinity of SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder
Priced By: Doug Lane
Requested By: Ron McCollum, PE
1 / 16/2007
1 / 16/2007
Macon
CONSTR. COST
$7,700,000
Line
Item
Des Sec
No.
Descri tion
Quantity
Unit
Price
Amount
Clearin and Grubbin 8.5 ACR $ 15,000.00 $ 127,500.00
Unclassified Excavation 216,300 CY $ 7.00 $ 1,514,100.00
Fine Gradin 38,600 SY $ 2.00 $ 77,200.00
Borrow 54,400 CY $ 10.00 $ 544,000.00
Draina e 2 Lanes w/Paved Shld 1.26 MI $ 9Q000.00 $ 239,400.00
Draina e 2 Lanes w/ no Paved Shld 0.56 MI $ ~~0,000.00 $ 106,400.00
60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00
Pi a Removal 1,062 LF $ 14.00 $ 14,868.00
Mason Draina a Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00
New Full D th Pavement 37,500 SY $ 40.00 $ 1,500,000.00
Resurface Pavement 5,000 SY $ 8.00 $ 40,000.00
Sub rade Stabilization 40,635 SY $ 5.00 $ 203,175.00
Pavement Removal 3,300 SY $ 4.00 $ 13,200.00
Pavement Break u 1,040 SY $ 3.00 $ 3,120.00
Steel Beam Guardrail 4,850 LF $ 15.00 $ 72,750.00
Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e 350 15 EA $ 1,800.00 $ 27,000.00
Guardrail Anchor Unit, T e CAT-1 5 EA $ 600.00 $ 3,000.00
SP Traffic Control i LS $ 25,000.00 $ 25,000.00
Thermo and Markers 1.82 Miles $ 20,000.00 $ 36,400.00
SP Erosion Control 16.5 ACR $ 15,000.00 $ 247,500.00
SP Traffic Si als at -ALTD- & US 441 ew) 1 LS $ 100,000.00 $ 100,000.00
SP Traffic Si als at -64- & -ALTD2- Revised 1 LS $ 75,000.00 $ 75,000.00
SP Traffic Si als at -ALTD2- & -ALTDY6- ew 1 LS $ 100,000.00 $ 100,000.00
Utilities 1 LS $ 150,000.00 $ 150,000.00
Misc. & Mob (10% Str & Utilities) LS $ 15,000.00
Misc. & Mob (25% Rdw LS $ 1,306,707.00
Lgttl 1.2SL Miles
C;ontractC;ost ...................................... ~ 6,7UU,000.U0
E. & C. 15% ...................................... $ 1,000,000.00
Construction Cost ...................................... $ 7,700,000.00
North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 D REV Roundabou County:
Route New Location
From Vicinity of SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder
Priced By: Doug Lane
Requested By: Ron McCollum, PE
1 /16/2007
1 / 16/2007
Macon
CONSTR. COST
$7,900,000
Line
Item
Des Sec
No.
Description
Quantity
Unit
Price
Amount
Clearin and Grubbin 8.5 ACR $ 15,000.00 $ 127,500.00
Unclassified Excavation 228,100 CY $ 7.00 $ 1,596,700.00
Fine Gradin 37,890 SY $ 2.00 $ 75,780.00
Borrow 54,400 CY $ 10.00 $ 544,000.00
Draina e 2 Lanes w/ Paved Shld 1.26 MI $ 190,000.00 $ 239,400.00
Draina e 2 Lanes w/ no Paved Shld 0.56 MI $ 190,000.00 $ 106,400.00
60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00
Pi a Removal 1,062 LF $„ 14.00 $ 14,868.00
Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00
New Full De th Pavement 36,800 SY $ 40.00 $ 1,472,000.00
Resurface Pavement 4,900 SY $ 8.00 $ 39,200.00
Sub rade Stabilization 39,935 SY $ 5.00 $ 199,675.00
Pavement Removal 3,200 SY $ 4.00 $ 12,800.00
Pavement Break u ... 1,040 SY $ 3.00 $ 3,120.00
F
Steel Beam Guardrail _ 4,850 LF $ 15.00 $ 72,750.00
Sho Curve_Steel.Beam Guardrail 150 LF $ 25.00 $ 3,750.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00.
Guardrail Anchor Unit, T e 350 15 EA $ 1,800.00 $ 27,000.00
Guardrail Anchor Unit, T e CAT-1 5 EA $ 600.00 $ 3,000.00
Concrete Island 600 SY $ 55.00 $ 33,000.00
9" x 18" C&G 200 LF $ 35.00 $ 7,000.00
1' x 6" C&G 250 LF $ 30.00 $ 7,500.00
SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00
Thermo and Markers 1.82 Miles $ 20,000.00 $ 36,400.00
SP Erosion Control 16 ACR $ 15,000.00 $ 240,000.00
SP Traffic Si als at -ALTD- & US 441 (New) 1 LS $ 100,000.00 $ 100,000.00
SP Traffic Si als at -64- & -ALTD2- Revised) 1 LS $ 70,000.00 $ 70,000.00
SP Traffic Si als at -ALTD2- & -ALTDY6- (New) 1 LS $ 100,000.00 $ 100,000.00
Utilities 1 LS $ 150,000.00 $ 150,000.00
Misc. & Mob (10% Str & Utilities) ~ LS $ 15,000.00
Misc. & Mob (25% Rdw) LS $ 1,328,227.00
Lgrn r.a~ roues
t.ontract Lost ....................................... $ 6,805,000.00
E. & C. 15% ....................................... $ 1,095,000.00
Construction Cost ....................................... $ 7,900,000.00
REQUEST FOR R/W COST ESTIMATE
DATE RECEIVED: 10-26-06 DISTRIBUTED: 10-26-06
NO
/
LD
.
.
DESCRIPTION
BREAK
NEW ROUTE FROM SR 1660 (SILER RD) TO SR 1662 R/W FY2009
R-4748 (WILEY BROWN RD WILEY BROWN EXT) SOUTH OF CONST FY2010
US 441 NEAR FRANKLIN
R/W FY_
CONST FY
R/W FY_
CONST FY
ACCESS: FULL C/A ^ PARTIAL C/A ^ NO CONTROL ^
REVISION: NO
SCHEDULE
UNFUND ^ POST YRS ^
UNFUND ^ POST YRS ^
UNFUND ^ POST YRS ^
WBS ELEMENT NUMBER: 40118.1.1 COUNTY: MACON
ENGINEER: RON McCOLLUM /ROADWAY
SPECIAL INSTRUCTIONS:
NONE
TYPE OF PLANS FURNISHED FOR ESTIMATE: PRELIMINARY
DATE DUE: 01-02-07
PRIOR ESTIMATES OF LAND AND DAMAGES (WITH DATES):
N/A
IF INCREASES OR DECREASES ARE SIGNIFICANT, PLEASE EXPLAIN:
N/A
BASED ON PAST PROJECT HISTORICAL DATA, THE LAND AND DAMAGE FIGURES HAVE BEEN ADJUSTED BY A
FACTOR OF 50% TO INCLUDE CONDEMNATION AND ADMINISTRATIVE INCREASES THAT OCCUR DURING
SETTLEMNT OF ALL PARCELS. THESE FIGURES PROJECT THE MOST ACCURATE ACQUISITION ESTIMATES FOR 2
YEARS FROM THE DATE OF THIS ESTIMATE.
ESTIMATED BY: FORREST PONDER COMPLETED DATE: 01-02-07
ALTERNATES
A B C D
ESTIMATED NO.OF PARCELS: 6 11 12 9
RESIDENTIAL RELOCATIONS: 0 / 0 0 / 0 2 / 30,000 2 / 30,000
BUSINESS RELOCATIONS: 0/ 0 0/ 0 0/ 0 0/ 0
LAND AND DAMAGE: 888,000 1,665,000 1,546,500 1,239,000
ACQUISTION: 35,000 65,000 80,000 62,000
TOTAL ESTIMATED R/W COST: 1)23,0{){) 1.,'73{),{){)~ 1,656.E{)0 1.331,000
THERE ARE NO FIGURES FOR UTILITY INVOLVEMENT ON THIS ESTIMATE.
REQUEST FOR R/W COST ESTIMATE
DATE RECEIVED: 01-08-07 DISTRIBUTED: 01-08-07
LD
NO
/
.
. DESCRIPTION
BREAK
NEW ROUTE FROM SR 1660 (SILER RD) TO SR 1662 R/W FY2009
R-4748 (WILEY BROWN RD WILEY BROWN EXT) SOUTH OF CONST FY2010
US 44l NEAR FRANKLIN
R/W FY_
CONST FY
R/W FY_
CONST FY
ACCESS: FULL C/A ^ PARTIAL C/A ^ NO CONTROL ^
REVISION: YES
SCHEDULE
UNFUND ^ POST YRS ^
UNFUND ^ POST YRS ^
UNFUND ^ POST YRS ^
WBS ELEMENT NUMBER: 40118.1.1 COUNTY: MACON
ENGINEER: RON McCOLLUM /ROADWAY
SPECIAL INSTRUCTIONS:
NONE
TYPE OF PLANS FURNISHED FOR ESTIMATE: PRELIMINARY
DATE DUE: 01-09-07
PRIOR ESTIMATES OF LAND AND DAMAGES (WITH DATES):
10-26-06
IF INCREASES OR DECREASES ARE SIGNIFICANT, PLEASE EXPLAIN:
N/A
BASED ON PAST PROJECT HISTORICAL DATA, THE LAND AND DAMAGE FIGURES HAVE BEEN ADJUSTED BY A
FACTOR OF 50% TO INCLUDE CONDEMNATION AND ADMINISTRATIVE INCREASES THAT OCCUR DURING
SETTLEMNT OF ALL PARCELS. THESE FIGURES PROJECT THE MOST ACCURATE ACQUISITION ESTIMATES FOR 2
YEARS FROM THE DATE OF THIS ESTIMATE.
ESTIMATED BY: FORREST PONDER COMPLETED DATE: 01-08-07
AI.TF.RNATF..4
D
ESTIMATED NO.OF PARCELS: 19
RESIDENTIAL RELOCATIONS: 4 / 60,000
BUSINESS RELOCATIONS: 0 / 0
LAND AND DAMAGE: 2,205,000
ACQUISTION: 120,000
TOTAL ESTIMATED R/W COST: ?,3f3~,000
THERE ARE NO FIGURES FOR UTILITY INVOLVEMENT ON THIS ESTIMATE.
North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 ALTC County
Route New Location
From Between SR 1660 (Siler Road) And SR 1662 (W iley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder
Priced By: Doug Lane 1/23/07 Revised Prices Only
Ran„PetaO Rv• 1UTnikPV Fnoinaerc Rl ('.nncnltantc R/21 /nfi
Macon
CONSTR.COST
$7,400,000
Line
Item
Des
Sec No.
Description
Quantity
Unit
Price
Amount
Clearin and Grubbin 3.5 ACR $ 25,000.00 $ 87,500.00
Unclassified Excavation 203,200 CY $ 7.00 $ 1,422,400.00
Fine Gradin 27,460 SY $ 2.00 $ 54,920.00
Drama e 1.43 MI $ 150,000.00 $ 214,500.00
60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00
Pi e Removal 1,062 LF $ 14.00 $ 14,868.00
Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00
New Full De th Pavement 26,300 SY $ 40.00 $ 1,052,000.00
Resurface Pavement 4,225 SY $ 8.00 $ 33,800.00
Sub ade Stabilization • 27,930 SY $ 5.00 $ 139,650.00
Pavement Removal 6,800 SY $ 4.00 $ 27,200.00
Pavement Break u 940 SY $ 3.00 $ 2,820.00
Steel Beam Guardrail 2,850 LF $ 15.00 $ 42,750.00
Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00
Guardrail Anchor Unit, T e 350 11 EA $ 1,800.00 $ 19,800.00
Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00
Greenwa Trail Relocation (10' W x 470' L BST) 4,700 SF $ 5.00 $ 23,500.00
SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00
Thermo and Markers 1.43 Miles $ 20,000.00 $ 28,600.00
SP Erosion Control 13.5 ACR $ 15,000.00 $ 202,500.00
SP Traffic Si als at -64- & -ALTC- Revised) l LS $ 70,000.00 $ 70,000.00
SP Traffic Si als at -ALTC- & -ALTCY4- (New 1 LS $ 100,000.00 $ 100,000.00
New Structure over Water
380' x 32', ht = 55', Tan ent 90° Skew, Vert. Curve 12,160 SF $ 90.00 $ 1,094,400.00
Utilit Construction
Per Utilities Coordination Section 1 LS ~ 16~J,4(iC}.UO $ 160,000.00
Misc. & Mob (10% Str & Utilities) 1 LS $ 125,687.00
Misc. & Mob (35% Rdwy) 1 LS $ 1,303,500.00
Lgth 1.43 Miles Contract Cost ...................................... $ 6,408,000.00
E. & C. 15% ...................................... $ 992,000.00
Construction Cost .............. ......... . .............. $ 7,400,000.00
North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 ALT B County:
Route New Location
From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder
Priced By: Doug Lane 1/23/07 Revised Prices Only
Requested By: Mulkey Engineers & Consultants 8/21/06
Macon
CONSTR. COST
$8,100,000
Line
Item
Des
Sec No.
Description
Quantity
Unit
Price
Amount
Clearin and Grubbin 8.0 ACR $ 15,000.00 $ 120,000.00
Unclassified Excavation 321,400 CY $ 6.00 $ 1,928,400.00
Fine Gradin 25,300 SY $ 2.00 $ 50,600.00
Draina e 1.47 MI $ ~ 150,000.00 $ 220,500.00
60" RC Pi e Culverts, Class III 1,062 LF $ . 140.00 $ 148,680.00
Pi e Removal 1,062 LF $ 14.00 $ 14,868.00
Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00
New Full De th Pavement 28,700 SY $ 40.00 $ 1,148,000.00
Resurface Pavement 3,750 SY $ 8.00 $ 30,000.00
Sub ade Stabilization 25,900 SY $ 5.00 $ 129,500.00
Pavement Removal 3,070 SY $ 3.00 $ 9,210.00
Pavement Break u ~ 1,020 SY $ 2.00 $ 2,040.00
Steel Beam Guardrail 3,350 LF $ 15.00 $ 50,250.00
Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00
Guardrail Anchor Unit, T e 350 13 EA $ 1,800.00 $ 23,400.00
Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00
SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00
Thermo and Markers 1.47 Miles $ 20,000.00 $ 29,400.00
SP Erosion Control 15.5 ACR $ 15,000.00 $ 232,500.00
SP Traffic Si als at -64- & -ALTB- (Revised 1 LS $ 70,000.00 $ 70,000.00
SP Traffic Si als at -ALTC- & -ALTBY4- ew 1 LS $ 100,000.00 $ 100,000.00
SP New Structure over Water
345' x 32', ht = 49', Tan ent 90° Skew, Vert. Curve 11,040 SF $ 90.00 $ 993,600.00
Unlit Construction
Per Utilities Coordination Section 1 LS `~ 80,UOO.E10 $ 80,000.00
Misc. & Mob (10% Str & Utilities) 1 LS $ 107,252.00
Misc. & Mob (35% Rd ) 1 LS $ 1,522,000.00
Lgth 1.47 Mites Contract Cost ...................................... $ 7,051,000.00
E. & C. 15% ...................................... $ 1,049,000.00
Construction Cost ...................................... $ 8,100,000.00
North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 ALTA County:
Route New Location
From Between SR 1660 (Sher Road) And SR 1662 (W iley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder
Priced By: Doug Lane 1/23/07 Revised Prices Only
Requested By: Mulkey Engineers & Consultants 8/21/06
Macon
CONSTR. COST
$6,800,000
Line
Item
Des
Sec No.
Description
Quantity
Unit
Price
Amount
Clearin and Grubbin 9.0 ACR $ 20,000.00 $ 180,000.00
Unclassified Excavation 117,100 CY $ 8.00 $ 936,800.00
Fine Gradin 27,210 SY $ 2.00 $ 54,420.00
Draina e 1.41 MI $ 150,000.00 $ 211,500.00
60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00
Pi e Removal 1,062 LF $ 14.00 $ 14,868.00
Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00
New Full De th Pavement 30,300 SY $ 40.00 $ 1,212,000.00
Resurface Pavement 3,200 SY $ 8.00 $ 25,600.00
Sub ade Stabilization 28,050 SY $ 5.00 $ 140,250.00
Pavement Removal 3,060 SY $ 3.00 $ 9,180.00
Pavement Break u 225 SY $ 2.00 $ 450.00
Steel Beam Guardrail 3,200 LF $ 15.00 $ 48,000.00
Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00
Guardrail Anchor Unit, T e 350 9 EA $ 1,800.00 $ 16,200.00
Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00
SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00
Thermo and Markers 1.41 Miles $ 20,000.00 $ 28,200.00
SP Erosion Control 10.5 ACR $ 15,000.00 $ 157,500.00
SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00
SP Traffic Si als at -ALTA- & -ALTAY2- (New) 1 LS $ 100,000.00 $ 100,000.00
SP New Structure over Water
360' x 32', ht = 21', Curve 90° Skew, Vert. Curve 11,520 SF $ 95.00 $ 1,094,400.00
Utilit Construction
Per Utilities Coordination Section 1 LS ~ 90,{30{).{~{) $ 90,000.00
Misc. & Mob (10% Str & Utilities) 1 LS $ 118,627.00
Misc. & Mob (35% Rdwy) 1 LS $ 1,187,400.00
Lgth 1.41 Miles Contract Cost ...................................... $ 5,883,000.00
E. & C. 15% .............. ........................ $ 917,000.00
Construction Cost ...................................... $ 6,800,000.00
NC-DOT
Project Services Unit
Preliminary Estimate Section
January 23, 2007 Revised Copy
Memo To: Paddy Jordan
Mulkey Engineers 8 Consultants
From: Doug Lane
Preliminary Estimate Engineer
Subject: Preliminary Construction Alternatives for the New Connector between SR 1660
and SR 1662 just South of US 441 in Franklin, TIP Project R-4748, Macon County.
ALTERNATE LENGTH CONSTR.COST
Miles
A 1.41 $6,800,000
A
Roundabout 1.41 $6,500,000
Option
B 1.47 $8,100,000
B
Roundabout 1.47 $7,900,000
Option
C 1.32 $r,~~0,000
C
Roundabout 1.32 $7,400,000
Option
D 0.68 $4,650,000
Note: Right-of--Way and R/W Utility Cost are not included in above costs.
cc:
M $R $. _ ..
North Carolina Department of Transportation
Preliminary Estimate
TIP No.
Route
From
Typical Section
Priced By:
Requested By:
R-4748
New Location
Between US 441 and SR 1660 (Sher Road)
New Location 2-Lane w/ 4' Paved Shoulder
Doug Lane
Mulkey Engineers & Consultants
ALT D County: Macon
CONSTR. COST
$4,650,000
1/23/07 Revised Prices Only
8/26/06
Line
Item
Des
Sec No.
Description
Quantity
Unit
Price
Amount
Clearin and Grubbin 6.0 ACR $ 15,000.00 $ 90,000.00
Unclassified Excavation 14,900 CY $ 9.00 $ 134,100.00
Borrow 223,900 CY $ 8.00 $ 1,791,200.00
Fine Gradin 9,100 SY $ 2.00 $ 18,200.00
Draina e 0.68 MI $ 150,000.00 $ 102,000.00
New Full De th Pavement 10,000 SY $ 40.00 $ 400,000.00
Resurface Pavement 3,000 SY $ 8.00 $ 24,000.00
Sub ade Stabilization 10,500 SY $ 5.00 $ 52,500.00
Pavement Removal 950 SY $ 4.00 $ 3,800.00
Pavement Break u 100 SY $ 3.00 $ 300.00
Steel Beam Guardrail 3,225 LF $ 15.00 $ 48,375.00
Sho Curve Steel Beam Guardrail ~ 75 LF $ 25.00 $ .1,875.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e 350 8 EA $ 1,800.00 $ 14,400.00
SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00
Thermo and Markers 0.68 Miles $ 20,000.00 $ 13,600.00
SP Erosion Control 6.5 ACR $ 15,000.00 $ 97,500.00
SP Traffic Si als at -ALTD- & US 441 ew 1 LS $ 100,000.00 $ 100,000.00
Utilit Construction
Per Utilities Coordination Section 1 LS S 80,OOO.UO $ 80,000.00
Misc. & Mob (10% Str & Utilities) 1 LS $ 8,000.00
Misc. & Mob (35% Rd ) 1 LS $ 1,020,900.00
Lgth 0.68 Miles Contract Cost ...................................... $ 4,026,000.00
E. & C. 15% ...................................... $ 624,000.00
Construction Cost ...................................... $ 4,650,000.00
North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 A Roundabout
Route New Location
From Between SR 1660 (Sher Road) And SR ] 662 (Wiley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder
Priced By: Doug Lane
Requested Rv: Mulkev Rnuineers Rr ("nnsnltants
County: Macon
CONSTR. COST
$6,500,000
1/23/07 Revised Prices Only
R/71 /(1F
Item Des Sec No. Description Quantity Unit Price Amount
Clearin and Grubbin 9.0 ACR $ 15,000.00 $ 135,000.00
Unclassified Excavation 128,000 CY $ 8.00 $ 1,024,000.00
Fine Gradin 23,700 SY $ 2.00 $ 47,400.00
Draina e 1.41 MI $ 150,000.00 $ 211,500.00
60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00
Pi e Removal 1,062 LF $ 14.00 $ 14,868.00
Masonry Draina e Structures w / G & F 2 EA $ .3,000.00 $ 6,000.00
New Full De th Pavement 26,430 SY $ 40.00 $ 1,057,200.00
Resurface Pavement 3,200 SY $ 8.00 $ 25,600.00
Sub ade Stabilization 23,940 SY $ 5.00 $ 119,700.00
Pavement Removal 3,150 SY $ 3.00 $ 9,450.00
Pavement Break u 215 SY $ 2.00 $ 430.00
Steel Beam Guardrail 3,275 LF $ 15.00 $ 49,125.00
Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00
Guardrail Anchor Unit, T e 350 9 EA $ 1,800.00 $ 16,200.00
Guardrail Anchor Unit, T e CAT-I 1 EA $ 600.00 $ 600.00
Concrete Island 600 SY $ 55.00 $ 33,000.00
9" x 18" C&G 200 LF $ 35.00 $ 7,000.00
1' x 6" C&G 250 LF $ 30.00 $ 7,500.00
SP Traffic Contro] 1 LS $ 25,000.00 $ 25,000.00
Therom and Markers 1.41 Miles $ 20,000.00 $ 28,200.00
SP Erosion Control 10.5 ACR $ 15,000.00 $ 157,500.00
SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00
New Structure over Water
360'x 32', ht=21',Curve 90° Skew, Vert. Curve 11,520 SF $ 95.00 $ 1,094,400.00
Utilit Construction
Per Utilities Coordination Section 1 LS ~ 90,ti{?(~.OQ $ 90,000.00
Misc. & Mob (10% Str & Utilities) 1 LS $ 118,322.00
Misc. & Mob (35% Rdwy) 1 LS $ 1,121,000.00
Lgth 1.41 Miles Contract Cost .............. ........................ $ 5,625,000.00
E. & C. 15% .............. ........................ $ 875,000.00
Construction Cost .............. ........................ $ 6,500,000.00
North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 B Roundabout County:
Route New Location
From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder and Roundabout Intersection
Priced By: Doug Lane 1/23/07 Revised Prices Only
Requested Bv: Mulkev Eneineers & Consultants 7/12/06
Macon
CONSTR. COST
$7,900,000
Line
Item
Des
Sec No.
Description
Quantity
Unit
Price
Amount
Clearin and Grubbin 8.0 ACR $ 15,000.00 $ 120,000.00
Unclassified Excavation 333,200 CY $ 6.00 $ 1,999,200.00
Fine Gradin 23,100 SY $ 2.00 $ 46,200.00
Drama e 1.47 MI $ 150,000.00 $ 220,500.00
60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00
Pi e Removal 1,062 LF $ 14.00 $ 14,868.00
Mason Draina a Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00
New Full De th Pavement 25,260 SY $ 40.00 $ 1,010,400.00
Resurface Pavement 3,650 SY $ 8.00 $ 29,200.00
Sub ade Stabilization 22,300 SY $ 5.00 $ 111,500.00
Pavement Removal 3,170 SY $ 3.00 $ 9,510.00
Pavement Break u 1,020 SY $ 2.00 $ 2,040.00
Steel Beam Guardrail 3,350 LF $ 15.00 $ 50,250.00
Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00
Guardrail Anchor Unit, T e 350 13 EA $ 1,800.00 $ 23,400.00
Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00
Concrete Island 600 SY $ 55.00 $ 33,000.00
9" x 18" C&G 200 LF $ 35.00 $ 7,000.00
1' x 6" C&G 250 LF $ 30.00 $ 7,500.00
SP Traffic Control 1 y LS $ 25,000.00 $ 25,000.00
Thermo and Markers 1.47 Miles $ 20,000.00 $ 29,400.00
SP Erosion Control 15.5 ACR $ 15,000.00 $ 232,500.00
SP Traffic Si als at -64- & -ALTA- Revised) 1 LS $ 70,000.00 $ 70,000.00
New Structure over Water
345' x 32', ht = 49', Tan ent 90° Skew, Vert. C 11,040 SF $ 90.00 $ 993,600.00
Utili Construction
Per Utilities Coordination Section 1 LS $ 8Q{)0~.~0 $ 80,000.00
Misc. & Mob 10% Str & Utilities) 1 LS $ 107,452.00
Misc. & Mob (35% Rdwy) 1 LS $ 1,472,000.00
Lgth 1.47 Miles Contract Cost .............. ........................ $ 6,859,000.00
E. & C. 15% .............. ........................ $ 1,041,000.00
Construction Cost .............. ........................ $ 7,900,000.00
North Carolina Department of Transportation
Preliminary Estimate
TIP No. R-4748 C Roundabout County:
Route New Location
From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road)
Typical Section New Location 2-Lane w/ 4' Paved Shoulder and Roundabout Intersection
Priced By: Doug Lane 1/23/07 Revised Prices Only
Requested Bv: Mulkev Eneineers & Consultants 7/12/06
Macon
CONSTR. COST
$7,400,000
me
Item
Des
Sec No.
Description
Quantity
Unit
Price
Amount
Clearin and Grubbin 3.5 ACR $ 25,000.00 $ 87,500.00
Unclassified Excavation 215,000 CY $ 7.00 $ 1,505,000.00
Fine Gradin 26,750 SY $ 2.00 $ 53,500.00
Draina e 1.43 MI $ 150,000.00 $ 214,500.00
60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00
Pi e Removal 1,062 LF $ 14.00 $ 14,868.00
Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00
New Full De th Pavement 25,600 SY $ 40.00 $ 1,024,000.00
Resurface Pavement 4,125 SY $ 8.00 $ 33,000.00
Sub ade Stabilization 27,230 SY $` 5.00 $ 136,150.00
Pavement Removal 6,900 SY $ 4.00 $ 27,600.00
Pavement Break u 940 SY $ 3.00 $ 2,820.00
Steel Beam Guardrail 2,850 LF $ 15.00 $ 42,750.00
Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00
Additional Guardrail Posts 5 EA $ 50.00 $ 250.00
Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00
Guardrail Anchor Unit, T e 350 11 EA $ 1,800.00 $ 19,800.00
Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00
Concrete Island 600 SY $ 55.00 $ 33,000.00
9" x 18" C&G 200 LF $ 35.00 $ 7,000.00
1' x 6" C&G 250 LF $ 30.00 $ 7,500.00
Greenwa Trail Relocation (10' W x 470' L BS 4,700 SF $ 5.00 $ 23,500.00
SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00
Therom and Markers 1.43 Miles $ 20,000.00 $ 28,600.00
SP Erosion Control 13.0 ACR $ 15,000.00 $ 195,000.00
SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00
New Structure over Water
380' x 32', ht = 55', Tan ent 90° Skew, Vert. C 12,160 SF $ 90.00 $ 1,094,400.00
Utilit Construction
Per Utilities Coordination Section 1 LS ~ 1(it),t)Of).{)t) $ 160,000.00
Misc. & Mob 10% Str & Utilities 1 LS $ 124,907.00
Misc. & Mob (35% Rdwy) 1 LS $ 1,300,000.00
Lgth 1.43 Miles Contract Cost .............. .......................
E. & C. IS% .............. .......................
Construction Cost .............. .......................
$ 6,393,OOO.OU
$ 1,007,000.00
$ 7,400,000.00
Impacts Alternatives
A B C D
Recreational Areas/Parks 0 0 0 0
Churches 0 0 0 0
Cemeteries 0 0 0 0
Historic Properties 0 0 0 0
Archaeological Sites* 0 0 0 0
Important Farmlands# (acres) 0 0 0 0
Hazardous Material Sites 0 0 0 0
Riparian Buffer Impacts 0 0 0 0
Water Supply Watersheds 0 0 0 0
Wildlife Refuges and Gamelands 0 0 0 0
Section 4(f) Impacts 0 0 0 0
Federal Lands 0 0 0 0
TABLES FROM THE CONCURRENCE POINT 3 DOCUMENT
Table 3. Estimated Costs by Alternative
Alternative A Alternative B Alternative C Alternative D
Intersection Roundabout Intersection Roundabout Intersection Roundabout Intersection Roundabout
Construction $8,200,000 $8,000,000 $10,900,000 $11,000,000 $9,600,000 $9,700,000 $10,000,000 $10,200,000
Right-of--Way $923,000 $923,000 $1,730,000 $1,730,000 $1,656,500 $1,656,500 $2,385,000 $2,385,000
Total Cost $9,123,000 $8,923,000 $12,630,000 $12,730,000 $11,256,500 $11,356,500 $12,385,000 $12,585,000
Table 4. Summary of Written Comments from Public Hearing
Alternative or Design Consideration. Responses*
Alternative A 7
Alternative B 2
Alternative C 3
Alternative D 4
TOTAL 1 6
Opposition to Superstreet Intersection Design (signal
removal and/or U-turn) 23
Opposition to Project Overall 17
*Responses as of November 8, 2007
TABLES FROM THE ENVIRONMENTAL ASSESSMENT
Table 19. Federally-Protected Species for Macon County.
Common Name Scientific Name Federal Status Suitable
Habitat Biological
Conclusion
Bog turtle Clemmy,r muhlenbergii Threatened (S/A)t Yes N/A
Indiana bat (S)- Myoti.r .rodali.r Endangered No No Effect
Spotftn chub
Erimonax monachur
Threatened
Yes May Affect, Likely
to Adversely Affect
Appalachian elktoe Alarmidonta raveneliana Endangered No No Effect
Little-wing pearlymussel Pegiar fabula Endangered No No Effect
Small-whorled pogonia Irotria medeoloides Threatened Yes No Effect
Virginia spiraea Spiraea virginiana Threatened Yes No Effect
Rock gnome lichen Gymnoderma lineare Endangered No No Effect
~ Threatened due to similarity of appearance.
-' Summer habitat
Table 23. Comparison of Preliminary Alternatives -Major Stream Crossings
Alternatives
Majot Stream Crossing
A B C D
Stream Little Tennessee River None
Stream Classification Class C Class C Class C None
Perennial Perennial Perennial
Channel Dimensions
Width (feet) 109 103 113
Average Water Depth (feet)
4
4
4 None
De th from To of Bank feet 13 9.4 11.9
Pro osed Structure Bride Bride Bride None
Dimensions of Proposed Structure
Length (feet) 360 345 380
Width (feet)
32
32
32 None
Hei ht feet 21 49 55
Ri arian Buffer Im acts acres 0 0 0 0
100-Year Flood lain Im acts acres 0.5 1.0 1.0 0
Cost of Structure $1,382,400 $1,324,800 $1,641,600 None
Distance from existing US 64 Bridge
feet, from centerlines 110 580 925 0
Table 24. Comparison of Impacts for Build Alternatives
Impacts Alternative s
A B C D
Project Length (miles) 1.09 0.96 0.91 1.26
Major Utility Crossings 4 5 8 13
Federal Listed Threatened ox Endangered Species
Present Within Corridor+ No; May Affect
Critical Habitat No; May Affect Critical
Habitat No; May Affect Critical
Habitat No
State Listed Threatened or Endangered Species Habitat for Multiple
Species Habitat for Multiple
Species Habitat for Multiple
Species Habitat for Multiple
Species
Forest Impacts (acres) 8.17 10.47 1.08 6.58
100-Year Flood lain Im acts acres 0.5 1.0 1.0 0
Residential Displacements 0 0 7 10
Business Displacements 0 0 0 1
Wetland Impacts (number/acre) 1 /0.024 0/0 0/0 0/0
Stream Impacts (number/linear feet) 1/580.5 0/0 0/0 1/311
On-site Restoration Potential Yes Yes Yes Yes
Impacted Noise Receptor' 1 1 1 1
Low Income/Minority Population Impacts No No No No
Significant Natural Heritage Program Areas 1 1 1 0
Right-of--Way Area (acres): Intersection Option
Roundabout Option 11.4
10.9 26.7
26.4 22.9
22.7 26.1
25.8
Existing and Proposed Greenway Crossings 1 1 1 0
Interchanges 0 0 0 0
Railroad Crossings 0 0 0 0
Schools 0 0 0 0