DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

27 29

1112

34

282930

18

BEGIN NH-PH 0018(180)420

111

LIN

CO

LN C

OU

NT

Y

29

19

464 A

VE

463 A

VE

462 A

VE

460 A

VE

461 A

VE

a 2

29+00

End

a 2

11+18

368+12

375+18

390+82

396+85

512+50

514+96

376+85

385+62

402+66

408+42

518+55

a 3

+05

2+18

Begin Stripin

g

INDEX OF SECTIONS

Pipe Sections Section Z:Cross SectionsSection X:PlansPermanent Signing Section S:PlansPavement MarkingSection M:Surfacing PlansSection F:Structure PlansSection E:Control PlansErosion And SedimentSection D:Traffic Control PlansSection C:Grading PlansSection B:Estimate of Quantities Section A:

STORM WATER PERMIT

43.2572 , -97.0822Approx. Begin Lat/Long

283 AcresTotal Project Area:

206 AcresArea Disturbed:

Body of Water:

Vermilion RiverMajor Receiving

should be determined by field verified procedures.

Actual Passing Striping for Passing/No Passing zones

This Striping Diagram is for information purposes only.

30 mph Urban

TO JCT. S.D. 19

Gross Length

Length of Exceptions

Net Length

UNION

TURNER

HANSON

BRULE

BEADLE

SULLY

FAULK SPINK

CLARK

GRANT

DAYWALWORTH

BROWN

PERKINS

LAWRENCE

PENNINGTON

STANLEY

JONES

GREGORY

MELLETTE

TODD

Miles

Miles

Miles

Feet

Feet

Feet

CLAY

BON HOMME YANKTON

CHARLES MIX DOUGLAS HUTCHINSONLINCOLN

MINNEHAHAMcCOOK

DAVISON

AURORA

BUFFALO JERAULD SANBORN MINERMOODY

BROOKINGSKINGSBURY

HAND

HUGHES

POTTER

CODINGTON

HAMLIN

EDMUNDS

CAMPBELL McPHERSON MARSHALL ROBERTSHARDING

CORSON

ZIEBACH DEWEY

MEADE

BUTTE

LYMAN

TRIPP

CUSTER

FALL RIVER

LAKE

HYDE

HAAKON

JACKSON

BENNETT

75,062.77

3,606.61

71,456.16

14.216

0.683

13.533

STATE OF SOUTH DAKOTA

PLANS FOR PROPOSED

DEUEL

DEPARTMENT OF TRANSPORTATIONVib

org

To

Chancellor

To

Lennox

To

ADT (2016)

ADT (2036)

DHV

D

T DHV

V

T ADT

1167

1710

212

52%

6.3%

13.9%

65 mph Rural

DESIGN DESIGNATION

OGLALA LAKOTA

PCN 036A

EROSION REPAIR, & ASPHALT CONCRETE SURFACING

SHOULDER WIDENING, GRADING, STRUCTURES,

to 241+49.74233+43.13EXCEPTION

TURNER & LINCOLN COUNTIESUS HIGHWAY 18

PROJECT NH-PH 0018(180)420

1287121110

13 2461

3

3632313635

25262526

DAVIS

35

285 ST

D

2627282930

31 32 33 34 35 36

65 4 3 2 1

7 8 9 10 11 12

284 ST

286 ST

HURLEYPOP. 415

POP. 85

284 ST

285 ST

286 ST

285 ST

284 ST

286 ST

18

18

Snake Creek

5

9 10 11

3334

6

7

31

30

32

20

17

29

19

1813

8

3025

24

5

END NH-PH 018(180)420

MRM = 435.00+0.017Township 97 North - Range 50 Westthe Northwest Corner of Section 6 -1647.42 Feet East and 68.17 Feet North ofon F 244(7)Station a 228+99.67 = Station 232+11.80

MRM = 420.81+0.004Township 97 North - Range 53 Westthe Northwest Corner of Section 2 -4.74 Feet North & 54.44 Feet East ofon F 244(2)Station 2+18.10 = Station 9+50.00

to 203+17.63175+17.63EXCEPTION

a 1+12.70 Ah524+93.90 Bk =EQUATION

Begin GradingEnd Shoulder WideningSta. 252+27.58

Begin Shoulder WideningEnd GradingSta. 259+67.50

TO JCT. I-29

R 50 W

18

1+63.5

1

R 53 W

R 53 W

a 1

06+80.9

2

107+31.6

8

210+55.8

6

524+86.4

2

R 50 W

18

263+28.6

7

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00

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m -

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PROJECT

T 9

7 N

T 9

7 N

T 9

8 N

T 9

8 N

17

TU

RN

ER C

OU

NT

Y

470 A

VE

467 A

VE

465 A

VE

458 A

VE

457 A

VE

456 A

VE

Long Creek

R 51 WR 52 W

R 51 W

a 1

59+68.8

1

a 2

12+50.7

3

R 52 W

T 9

8 N

469 A

VE

468 A

VE

466 A

VE

459 A

VE

a 5

3+94.5

8

466 A

VE

54+58.0

2

157+71.5

6

316+17.1

0

369+07.2

7

421+71.8

1

472+24.4

8

Vermillion River

Ditch

Number Eight

Hurley Creek

1 523NH-PH 0018(180)420

10

TOTALSHEETS

PROJECT SHEETSTATE OF SOUTH

DAKOTAESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTSRevised 02/06/2018 AR02/06/2018Plotting Date:

Section B - Grading Section B - Grading (Continued)

BID ITEM NUMBER

ITEM QUANTITY UNIT BID ITEM NUMBER

ITEM QUANTITY UNIT

004E0030 Maintenance of Traffic Diversion(s) Lump Sum LS450E0408 18" RCP Bend, Furnish Each4

004E0050 Remove Traffic Diversion(s) Lump Sum LS 18" RCP Bend, Install450E0409 4 Each009E0010 Mobilization Lump Sum LS 450E2000 12" RCP Flared End, Furnish 14 Each009E3230 Grade Staking 13634 Mile 450E2001 12" RCP Flared End. Install 14 Each INDEX OF SHEETS009E3245 Final Cross Section Survey 13.779 Mile 450E2008 18" RCP Flared End. Furnish 2 Each009E3250 Miscellaneous Staking 13.779 Mile A1 to A4 Estimate of Quantities for Sections B, C, D, E, F,

M,and SEnvironmental Commitments

450E2009 18" RCP Flared End. Install 2 Each009E3280 Slope Staking 13.779 Mile 36" RCP Flared End, Furnish Each450E2028 2

A5 to A7009E3290 Structure Staking 7 Each 450E2029 36" RCP Flared End. Install 2 Each009E3300 Three Man Survey Crew 40 0 Hour 450E2052 72" RCP Flared End, Furnish 2 Each100E0100 Clearing Lump Sum LS 450E2053 72" RCP Flared End. Install 2 Each110E0600 Remove Fence 75,173 FI 450E2200 24" RCP Sloped End, Furnish 16 Each110E0700 Remove 3 Cable Guardrail 360 Ft SPECIFICATIONS450E2201 24" RCP Sloped End, Install 16 Each110E0730 Remove Beam Guardrail 2,885.0 Ft 30” RCP Sloped End, Furnish Each450E2204 10 Standard Specifications for Roads and Bridges, 2015 Edition and Required

Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

110E0740 Remove 3 Cable Guardrail Anchor Assembly 4 Each 450E2205 30" RCP Sloped End, Install 10 Each110E1140 Remove Concrete Sidewalk 199 7 SqYd 450E2304 18" RCP Safety End. Furnish 12 Each110E7040 Remove Gate for Reset 1 Each 18" RCP Safety End. Install450E2307 12 Each

Ft110E7500Remove Pipe for Reset 168 450E3002 18" RCP Arch Class 2, Furnish 144 Ft110E7510 Remove Pipe End Section for Reset 8 Each 450E3004 18" RCP Arch Class 4, Furnish Ft260120E0010 Unclassified Excavation 410,972 CuYd 18" RCP Arch. Install450E3010 404 Ft120E0300 Borrow Unclassified Excavation 21,600 CuYd 450E3012 24" RCP Arch Class 2, Furnish 312 Ft120E0500 Option Borrow Excavation 124,600 CuYd 450E3020 24" RCP Arch. Install 312 Ft120E0600 Contractor Furnished Borrow Excavation 29,002 CuYd 450E3022 30" RCP Arch Class 2, Furnish 260 Ft120E0900 Contaminated Material Excavation 100 CuYd 30" RCP Arch Class 4, Furnish450E3024 332 Ft120E1000Muck Excavation 3,647 CuYd 450E3030 30" RCP Arch. Install 592 Ft120E2000 Undercutting 117,429 CuYd 450E3032 36" RCP Arch Class 2, Furnish Ft308120E6100 Water for Embankment 2.465 3 MGal 36" RCP Arch Class 4, Furnish450E3034 196 Ft240E0010 Obliterate Old Road Sta1 450E3040 36" RCP Arch. Install 504 Ft250E0020 Incidental Work. Grading Lump Sum LS 450E3042 42" RCP Arch Class 2, Furnish 1,158 Ft270E0040 26,295.0 TonSalvage and Stockpile Asphalt Mix and Granular Base

MaterialFt450E3050 42" RCP Arch. Install 1,158

48" RCP Arch Class 2. Furnish450E3052 158 Ft380E4050 8" PCC Fillet Section 234 SqYd450E3060 48" RCP Arch. Install 158 Ft421E0100 Pipe Culvert Undercut 2,174 CuYd

60" RCP Arch Class 2, Furnish450E3072 234 Ft450E0102 12” RCP Class 2, Furnish 46 Ft450E3080 60" RCP Arch. Install 234 Ft450E0104 12” RCP Class 4, Furnish 176 Ft

30" RCP Arch Bend. Furnish 2 Each450E3320450E0110 12” RCP. Install 222 Ft450E3321 30” RCP Arch Bend. Install 2 Each450E0122 18" RCP Class 2, Furnish 180 Ft450E3328 42” RCP Arch Bend, Furnish 1 Each450E0130 18” RCP. Install 180 Ft

42" RCP Arch Bend. Install 1 Each450E3329450E0142 24" RCP Class 2, Furnish 418 Ft450E4512 36“ RCP Arch Flared End, Furnish 14 Each450E0150 24” RCP. Install 418 Ft450E4513 36" RCP Arch Flared End, Install 14 Each450E0162 30" RCP Class 2, Furnish 310 Ft

42" RCP Arch Flared End, Furnish Each450E4516 32450E0170 30" RCP. Install 310 Ft450E4517 42" RCP Arch Flared End, Install 32 Each450E0182 36” RCP Class 2, Furnish 112 Ft450E4520 48" RCP Arch Flared End, Furnish Each4450E0190 36” RCP. Install 112 Ft

Each450E4521 48" RCP Arch Flared End, Install 4450E0242 72” RCP Class 2, Furnish 128 Ft450E4528 60" RCP Arch Flared End, Furnish 6 Each450E0250 72" RCP. Install 128 Ft

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TOTALSHEETS

PROJECT SHEETSTATE OF SOUTH

DAKOTAESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTSSection B - Grading (Continued) Revised 02/06/2018 AR02/06/2018Plotting Date:

Section D - Erosion and Sediment ControlSection B - Grading (Continued)BID ITEM NUMBER

ITEM QUANTITY UNIT

BID ITEM NUMBER

60" RCP Arch Flared End, Install450E4529 6 Each ITEM QUANTITY UNITBID ITEM NUMBER

ITEM QUANTITY UNIT450E4600 24" RCP Arch Sloped End, Furnish 10 Each110E1690 Remove Sediment CuYd14.0

450E4601 24" RCP Arch Sloped End, Install 10 Each 620E1030 3 Post Panel 126 Each110E1700 Remove Silt Fence 5,159 FI

450E4604 30" RCP Arch Sloped End, Furnish 21 Each 620E2012 Each12' Tubular Gate 4Placing Topsoil230E0010 90,801 CuYd450E4605 30" RCP Arch Sloped End. Install 21 Each 620E2020 20' Tubular Gate 3 Each

730E0100 Cover Crop Seeding 22 0 Bu450E4650 18" RCP Arch Safety End, Furnish 16 Each 620E2100 Reset Gate 1 Each730E0251 Special Permanent Seed Mixture 1 2,946 Lb450E4653 18" RCP Arch Safety End, Install 16 Each 630E0500 Type 1 MGS 775.0 Ft

Special Permanent Seed Mixture 2730E0252 432 Lb450E4759 18" CMP 16 Gauge. Furnish 3,060 Ft 630E1500 Type 1 Guardrail Transition 8 Each730E0253 Special Permanent Seed Mixture 3 14 Lb450E4760 18" CMP, Install 3,060 Ft

630E1505 Type 2A Guardrail Transition Each4731E0200 Fertilizing 85.80 Ton450E4769 24" CMP 16 Gauge, Furnish 354 Ft

630E2016 MGS Flared End Terminal 12 Each732E0100 Mulching 2270 Ton450E4770 24" CMP, Install Ft354

650E1080 Type F68 Concrete Curb and Gutter 24 Ft732E0200 Fiber Mulching Ton1.7450E4779 30" CMP 16 Gauge. Furnish 232 Ft

670E3200 Type D Frame and Grate Each2734E0102 Type 2 Erosion Control Blanket 4,708 SqYd450E4780 30" CMP, Install 232 Ft

670E5400 Precast Drop Inlet Collar 2 Each734E0154 12” Diameter Erosion Control Wattle 6,000 Ft450E5010 18" CMP Elbow. Furnish 2 Each

700E0310 Class C Riprap 1,431.1 Ton734E0165 Remove and Reset Erosion Control Wattle 1,500 Ft450E5011 18" CMP Elbow, Install 2 Each

720E1015 Bank and Channel Protection Gabion 224.0 CuYd734E0510 Shaping for Erosion Control Blanket Ft2,119450E5211 18" CMP Flared End, Furnish Each1

734E0900 Temporary Diversion Channel and/or Pipe 7 Each734E0602 Low Flow Silt Fence 10,790 Ft450E5212 18" CMP Flared End. Install 1 Each

831E0110 Type B Drainage Fabric SqYd3,798734E0604 Fligh Flow Silt Fence 9,846 Ft450E5406 18" CMP Safety End. Furnish 94 Each

900E0010 Refurbish Single Mailbox 22 Each450E5407 18" CMP Safety End, Install 94 Each 734E0610 Mucking Silt Fence 1,432 CuYd

900E0012 Refurbish Double Mailbox 1 Each450E5410 24" CMP Safety End. Furnish 12 Each 734E0620 Repair Silt Fence 5,159 Ft

450E5411 24“ CMP Safety End, Install 12 Each 734E0630 Floating Silt Curtain Ft1,300

Section C - Traffic Control450E5414 30" CMP Safety End, Furnish 8 Each 734E5010 Sweeping 4 Flour

450E5417 30" CMP Safety End, Install 8 Each 900E1320 Construction Entrance Each3

450E5509 18" CMP Arch 16 Gauge, Furnish 72 FtBID ITEM NUMBER

ITEM QUANTITY UNIT450E5510 18" CMP Arch. Install 72 FtSection E - Structure

Str. Nos. 63-191-170, 42-015-170, and 6’x6’ SpecialJunction Box

450E6006 18" CMP Arch Safety End, Furnish 2 Each 634E0010 Flagging 200.0 Flour450E6007 18" CMP Arch Safety End. Install 2 Each 634E0020 Pilot Car 50.0 Hour450E8008 18" CMP to RCP Transition, Furnish 1 Each 634E0110 Traffle Control Signs 1.206 0 SqFt

18" Pipe Transition, Install450E8010 1 Each 634E0120 Traffic Control. Miscellaneous Lump Sum LS450E9000 Reset Pipe 168 Ft 634E0285 Type 3 Barricade. 8' Double Sided 24 Each BID ITEM

NUMBERITEM QUANTITY UNIT

450E9001 Reset Pipe End Section 8 Each 634E0630 Temporary Pavement Marking 14.0 Mile462E0100 Class M6 Concrete 1.9 CuYd 420E0200 Structure Excavation. Box Culvert 113 CuYd634E1002 Detour Signing 605.3 SqFt464E0100 Controlled Density Fill 77.9 CuYd 421E0200 Box Culvert Undercut 392 CuYd634E1215 Each2Contractor Furnished Portable Changeable Message

Sign480E0100 Reinforcing Steel 262 Lb 460E0120 Class A45 Concrete, Box Culvert 168.4 CuYd

600E0200 Type II Field Laboratory 1 Each 460E0380 Install Dowel in Concrete 18 Each

620E0020 Type 2 Right-of-Way Fence 52,763 Ft 462E0100 Class M6 Concrete 45 CuYd620E0030 Type 3 Right-of-Way Fence 1,000 Ft 480E0100 Reinforcing Steel 34.568 Lb620E0040 Type 4 Right-of-Way Fence 386 Ft 560E2050 2-7'x3' Precast Concrete Box Culvert. Furnish 800 FI620E0060 Type 6 Right-of-Way Fence Ft14,634 560E2051 2-7'x3' Precast Concrete Box Culvert. Install 80.0 Ft620E0250 Modified Type 5 Right-of-Way Fence 638 Ft 560E3050 2 Each2-7'x3' Precast Concrete Box Culvert End Section,

Furnish620E0510 Type 1 Temporary Fence 7,964 Ft560E3051 2 Each2-7'x3' Precast Concrete Box Culvert End Section,

Install620E0520 Type 2 Temporary Fence 436 Ft

620E0530 Type 3 Temporary Fence 1,073 Ft 671E6007 Type A7 Manhole Frame and Lid 1 Each620E1020 2 Post Panel 207 Each 700E0210 Class B Riprap 29 1 Ton

700E0310 Class C Riprap 73.1 Ton

831E0110 Type B Drainage Fabric 139 SqYd

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TOTALSHEETS

PROJECT SHEETSTATE OF SOUTH

DAKOTAESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTSRevised 02/06/2018 AR02/06/2018Plotting Date:

Section E - Structure Str. No. 63-179-170

Section E - Structure Str. No. 63-209-170

BID ITEM NUMBER

BID ITEM NUMBER

ITEM QUANTITY UNITITEM QUANTITY UNIT

009E3310 Bridge Elevation Survey Lump Sum LS009E3310 Bridge Elevation Survey Lump Sum LS

009E5000 Concrete Penetrating Sealer 431 3 SqYd009E5000 Concrete Penetrating Sealer 530.0 SqYd

250E0030 Incidental Work, Structure Lump Sum LS250E0030 Incidental Work. Structure Lump Sum LS

Section E - Structure Str. No. 42-016-170

410E2600 Membrane Sealant Expansion Joint 83.8 Ft410E2600 Membrane Sealant Expansion Joint 83.8 Ft

CuYd420E0100 Structure Excavation. Bridge 92 CuYd 420E0100 Structure Excavation. Bridge 464

Bridge End Embankment 430E0200 Bridge End Embankment 412 CuYd430E0200 638 CuYd430E0300 Granular Bridge End Backfill 124.7 CuYd 430E0300 Granular Bridge End Backfill 68.1 CuYd BID ITEM

NUMBERITEM QUANTITY UNIT

430E0510 Approach Slab Underdrain Excavation 3.3 CuYd 430E0510 Approach Slab Underdrain Excavation 3.0 CuYd

110E0730 Remove Beam Guardrail 250.4 Ft430E0700 Precast Concrete Headwall for Drain 4 Each 430E0700 Precast Concrete Headwall for Drain 4 Each

120E0010 Unclassified Excavation 2,056 CuYd460E0030 Class A45 Concrete. Bridge Deck 2868 CuYd 460E0030 Class A45 Concrete, Bridge Deck 199 8 CuYd

120E0300 Borrow Unclassified Excavation 15 CuYd460E0050 Class A45 Concrete. Bridge 151.4 CuYd CuYd460E0050 Class A45 Concrete, Bridge 121.8630E0210 Straight Class B Thrie Beam Rail 250.4 FtConcrete Approach Slab for Bridge460E0150 1978 SqYd 460E0150 Concrete Approach Slab for Bridge 1906 SqYd

700E0310 Class C Riprap 3,817.4 Ton460E0160 Concrete Approach Sleeper Slab for Bridge 41.9 SqYd Concrete Approach Sleeper Slab for Bridge SqYd460E0160 41 9831E0110 Type B Drainage Fabric 2,645 SqYd464E0100 Controlled Density Fill 11.5 CuYd 464E0100 Controlled Density Fill 7.5 CuYd

480E0100 Reinforcing Steel 18,234 Lb Reinforcing Steel Lb480E0100 12.722

Section E - Structure

Site 1 - Alternate A Str. No. 63-224-170

480E0200 Epoxy Coated Reinforcing Steel 74,786 Lb 480E0200 Epoxy Coated Reinforcing Steel 63,346 Lb

510E0100 Extract Pile 16 Each 510E0100 Extract Pile 16 Each

510E0300 Preboring Pile 120 Ft 510E0300 Preboring Pile 100 Ft

510E3361 HP 10x42 Steel Test Pile. Furnish and Drive 510 Ft HP 10x42 Steel Test Pile. Furnish and Drive510E3361 190 Ft

510E3365 HP 10x42 Steel Bearing Pile, Furnish and Drive 5,090 Ft 510E3365 HP 10x42 Steel Bearing Pile, Furnish and Drive Ft1,080

680E0040 4" Underdrain Pipe 271 Ft 510E3851 16"x0.25” Steel Pipe Test Pile, Furnish and Drive 160 Ft BID ITEM NUMBER

ITEM QUANTITY UNIT680E2500 Porous Backfill 34 1 Ton 510E3855 16"x0.25" Steel Pipe Bearing Pile. Furnish and Drive Ft2.250

420E0200 Structure Excavation. Box Culvert 97 CuYd700E0310 Class C Riprap 1,141.2 Ton 680E0040 4” Underdrain Pipe 264 Ft

421E0200 Box Culvert Undercut 310 CuYd831E0110 Type B Drainage Fabric 1,237 SqYd 680E2500 Porous Backfill Ton30.9Class A45 Concrete. Box Culvert460E0120 2394 CuYd700E0210 Class B Riprap 798.0 Ton

462E0100 CuYdClass M6 Concrete 1.1831E0110 Type B Drainage Fabric SqYd845480E0100 Reinforcing Steel 40,250 Lb

700E0210 Class B Riprap 1675 TonSection E - Structure 42-049-170

831E0110 Type B Drainage Fabric SqYd219

BID ITEM NUMBER

ITEM QUANTITY UNIT

250E0030 Incidental Work. Structure Lump Sum LS

420E0200 Structure Excavation, Box Culvert 125 CuYd

421E0200 Box Culvert Undercut 405 CuYd

460E0120 Class A45 Concrete. Box Culvert 342 9 CuYd

462E0100 Class M6 Concrete 1.7 CuYd

480E0100 Reinforcing Steel 50,289 Lb

700E0210 Class B Riprap 607 3 Ton

831E0110 Type B Drainage Fabric 657 SqYd

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TOTALSHEETS

PROJECT SHEETSTATE OF SOUTH

DAKOTAESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTSRevised 02/06/2018 AR02/06/2018Plotting Date:

Section E - Structure Site 1 - Alternate B Str. No. 63-224-170

Section M - Pavement Marking

BID ITEM NUMBER

UNITITEM QUANTITY

633E1300 Pavement Marking Paint. White 488 GalBID ITEM NUMBER

ITEM QUANTITY UNIT 633E1305 Pavement Marking Paint, Yellow 140 Gal

420E0200 Structure Excavation, Box Culvert 120 CuYd

Section S - Permanent Signing421E0200 Box Culvert Undercut 365 CuYd

464E0100 Controlled Density Fill 22.7 CuYd

560E0184 12'x6' Precast Concrete Box Culvert, Furnish 80.0 Ft BID ITEM NUMBER

ITEM QUANTITY UNIT560E0185 12'x6' Precast Concrete Box Culvert, Install 80.0 Ft

110E5020 Salvage Traffic Sign 130 Each560E1184 12'x6' Precast Concrete Box Culvert End Section, Furnish

2 Each

632E0010 1.25' Diameter Breakaway Support Concrete Footing 400 Ft560E1185 12'x6’ Precast Concrete Box Culvert End Section,

Install2 Each

632E1320 2.0"x2.0" Perforated Tube Post 1.383 3 Ft

560E2166 2-12'x6' Precast Concrete Box Culvert, Furnish 80.0 Ft 632E1340 2.5"x2.5” Perforated Tube Post 1463 Ft

560E2167 2-12'x6' Precast Concrete Box Culvert. Install 80.0 Ft 632E2510 Type 2 Object Marker Back to Back 96 Each

560E3166 2-12'x6' Precast Concrete Box Culvert End Section, Furnish

2 Each 632E2520 Type 2 Object Marker Each84632E3203 4293 SqFtFlat Aluminum Sign, Nonremovable Copy High

IntensityFlat Aluminum Sign, Nonremovable Copy Super/Very High IntensityRemove, Salvage, Relocate, and Reset Traffic Sign

560E3167 2-12'x6' Precast Concrete Box Culvert End Section, Install

2 Each

632E3205 370.6 SqFt700E0210 Class B Riprap 83.5 Ton

831E0110 Type B Drainage Fabric 110 SqYd 632E3520 Each1

Section F - SurfacingBID ITEM NUMBER

ITEM QUANTITY UNIT

120E6200 Water for Granular Material 1,673.6 MGal

260E1010 Base Course 113,167.6 Ton

260E1030 Base Course. Salvaged 26,295.0 Ton

320E0007 PG 64-28 Asphalt Binder 1,711.8 Ton

320E1050 Class E Asphalt Concrete 30,045.5 Ton

320E3000 Compaction Sample 9 Each

330E0010 MC-70 Asphalt for Pnme 2274 Ton

330E0100 SS-1h or CSS-1h Asphalt for Tack 72.8 Ton

330E0210 SS-1h or CSS-1h Asphalt for Flush Seal 41.9 Ton

330E2000 Sand for Flush Seal 154.5 Ton

380E3020 6" PCC Driveway Pavement 13.5 SqYd

831E0300 Reinforcement Fabric (MSE) 900 SqYd

Q_

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