T202606601 Plans.pdf

8/18/26

DEPARTMENT OF TRANSPORTATION

CONTRACT T202606601 PAGE 2 OF 13

SOUTH DISTRICT OPEN END, BITUMINOUS PATCHING, SOUTH, FY27-FY29

CONTRACT DESCRIPTION

The purpose of this contract is to make general improvements to various bituminous roads throughout Sussex County using bituminous pavement patching methods. These bituminous patching methods shall include, but not be limited to: saw cutting, milling, paving, crack and joint sealing, replacing pavement markings, adjusting & repairing drainage inlets, manholes, water valves, and other utilities, repairing pavement area around patches and any other work required to complete each work order.

The specific work sites are not listed herein but will be assigned as available by the South District Maintenance Support office as locations are funded.

1. The DelDOT project manager is responsible for ensuring any required documents and analysis as part of the adopted work zone safety and mobility procedures and guidelines have been completed prior to any work starting on this contract.

2. It is anticipated that all work will occur within DelDOT’s right-of-way. Should the need occur to trespass onto railroad property, including the highway-rail crossing, it will be the responsibility of the DelDOT project manager to contact the railroad chief engineer and obtain written authorization prior to such work.

The contractor must contact DelDOT’s railroad program manager at dot_railroad@delaware.gov or 302-760-4882 prior to the start of any work to coordinate the execution of the appropriate agreements and authorizations required from any railway company involved, including coordination of railroad flagging, if necessary. The contractor shall be responsible for obtaining the required clearances and insurances for each railway company involved if the railroad property and/or facilities are located within or near the proposed limits of work and/or if the proposed work encroaches upon the railroad’s right of way; in accordance with DelDOT Maintenance of Railroad Traffic policy.

3. It is anticipated that all work will occur within DelDOT’s existing right-of-way or easement areas. Should the need occur to trespass onto private property, it will be the responsibility of the DelDOT project manager to secure such trespass needs prior to the start of work.

4. No environmental permits are required for this work provided no jurisdictional wetlands or waters are impacted. If there is any question as to whether a waterway or wetland is jurisdictional, the DelDOT Project Manager will contact the DelDOT environmental section prior to the start of work.

5. No utility relocation is anticipated. Should any conflicts be encountered during construction requiring adjustment and/or relocation of the agency’s existing facilities, the necessary relocation work shall be accomplished by the respective agency’s forces, as directed by the District Engineer. Any adjustments and/or relocations of municipally owned facilities shall be completed by the State’s contractor in accordance with the respective agency’s standard specifications as directed by the District Engineer. Payment will be made using contract unit pricing or where no pricing is available; it will be negotiated prior to the commencement of work.

6. The DelDOT project manager will be responsible for coordinating with the traffic section relating to any impacts to traffic section facilities (including but not limited to traffic loops, junction wells, high friction surface treatment applications, etc.)

in advance of the start of the activity.

7. If any work, Maintenance of Traffic, or detours are proposed within the limits of a municipality, the DelDOT project manager shall provide advance notification to the Team Support section to obtain the required town agreement prior to the start of work.

mailto:dot_railroad@delaware.gov

M

A

R

Y

L

A

N

D

9TR

9TR

9TR

1A

1A

1B

B

R

B R

ISLAND

SOUTH

BETHANY

BETHANY

BEACH

MILLVILLE

OCEAN

VIEW

SELBYVILLE

FRANKFORD

DAGSBORO

DELMAR

LAUREL

BETHEL

SEAFORD

GEORGETOWN

MILLSBORO

DEWEY BEACH

REHOBOTH BEACH

HENLOPEN ACRES

LEWES

MILTON

ELLENDALE

GREENWOOD

BRIDGEVILLE

MILFORD

SLAUGHTER BEACH

204A

36 205

202 206

36A

213 225

619A

615 617

B

B

38A

A

213A

213B

225B

225C 225A38

C

225D

207207A

224A

224B 220 14E

14F

217216A

216224

212216

215A

221 222

219 199

39B

39B 39A

228A

229B

232A

229A

227 231231

234B

234C 234A235

235A

B

212B 212A

22A

261 265

265A

14B

266B

285B

269A

266A

268A

264258

14D

14C

236A

16A

16A

613A

612A

589A

583A

575 575B

573575A

587A

16 16

32 16C

563A

42 43

595 595A

40B

232B

226240

240A

565 565 565

319244

248A

19A

270A

270A

270B 270A

15A

273D

273C

273A

272B

14A

279A

285A 277

261261A

247247

281 282290

290258

290 286

280280A

280B

280B

277B

277A

283A

288A

296A

296A

302A

294 293

292A

318A

520 519

246 319

522A

518A

522A

517A

42545

529516

594 42

566A

560A

554554

559557

553A

555 543

544B

544A

547547

557A

549B 548

567B

567A

490A 490

487A

493A

485A

536A

543 3

542A

526A

48320A524

486A 20A

483A

479A

476A480A

467B

467A

467A

477446

443A

443A

446A

444A

325 325

323 113

442A

435A

24886

328A

82A

338 82

24 337

337A

412A

302A

331A

331B

24310

310A

313A

313A

312A

297A

299A

22C

298A

303A

306A

50A

357A

50359

361A361

364A 381381A381A

370A

367A 367B

370B

348A

346B

346A

342A341

341 341A 327343

335A

334A

408 82

411A

402 403

402A

405A

402B

113 380

54A

356 355

4A

392A

52C

413B

445A

422 423

436472

421 431

431A

434A

449A

437A

422A

422A

451A

64 64

510A

24A

78A

495 497

509505

505A

505B

498A

494A

513B

509A

503A

454A

503B

454B

454C

419419

455A

455B

419419

419419

422 422

417A

417B

415A

415B

415C

26B

419 419

417 60

380A

376A

52B

387A

387397

382A

382A 390A

396A

395 394

394A

58B

58C

58E 58D

364B 364A

M A R Y L A N D

K

E

T

C

O

U

Y

Adams Crossroads

Wooden-hawk

Scotts

Corner

Jacobs Crossroads

Atlanta

Oak Grove

Reliance

Tulls School

Columbia

Packing House

Corner

Cherry Walk

Susan Beach

Corner

St. George

Ralphs

Portsville

Broad Creek

Woodland

Craigs

Mill

BLADES

Flower Station

Wesley

CannonCannon

Bowdens Garage

Clarksons

Crossroads

Dublin Hill

Cocked Hat

Blanchard

Staytonville

OwensSt.

Johnstown

Gully Camp

Cedar Corners

Coverdale Crossroads

Old Furnace

Middleford

Concord

Sycamore

Sandy Fork

Hearns Crossroads

Lowe

Bacons

Smith Mill

Whitesville

Ward

Pepperbox

Whaleys

Crossroads

Pepper

Hitchens Crossroads

Jones Crossroads

Hardscrabble

Gum Crossroads

Knowles Crossroads

Crossroads McDonalds

Whaleys Corners

Flea Hill

Kings Crossroads

Crossroads Redden

Robbins

Oakley

Shawnee

Anderson Crossroads

Jefferson Crossroads

Sand Hill

Shingle Point

Salisbury Switch

Cabbage Corner

Wood Branch

Bull Pine

Corners

Piney Grove

Shortly

Workmans Corners

Bryans

Store

Pusey Crossroads

Cross Keys Phillips Hill

Mission

Shaft Ox Corner

Lowes Crossroads

Westwoods

Gumboro

Hickory Hill

Stockley

Morris Mill

Mount Joy

Zoar

Hollyville

Springfield Crossroads

Andersons Corner

Broadkill Station

Harbeson

Bennum

Gravel Hill

Cool Spring

Argos Corner

Davis Landing

Fowler Beach

Primehook Beach

(Shorts Beach)

Broadkill Beach

Oyster Rocks

Overbrook

Pinetown

Nassau

Five Points

Church

Jimtown

Murrays Corner

Carpenters Corner

Midway

Robinsonville

Marshtown

Angola

Hollymount

Fairmount

Trinity

Harmons School

Warwick

Masseys Landing

Oak Orchard

Riverdale

Old Landing

Bookhammer Landing

Rosedale Beach

Sandy Landing

Irons Lane Landing

Clarksville

Red House Landing

Halls Landing

Revills Landing

LAUNCHING AREA

CEDAR CREEK BOAT

MILFORD

NECK

AREAWILDLIFE

C e d a r

C r e e k

Island

Todds

Sheppards

Island

Slaughter Creek

Bea ver dam Bra nch

D E L A

W A R E

B

A Y

A T

L A

N

IC

E A

N

MILFORD NECK

WILDLIFE AREA

CEDAR CREEK UNIT

PRIME HOOK

NATIONAL WILDLIFE REFUGE

PRIME HOOK

NATIONAL WILDLIFE REFUGE

PRIME HOOK

PRIME HOOK NATIONAL WILDLIFE REFUGE

WILDLIFE AREA (STATE)

Clendaniel Pond

Cubbage

Cedar Creek

C h u rc h

B ra n ch

Pond

Mill Pond

C ed a r

C re ek

Slau ghte r Cr eek

Slaughter Creek

Mispillion Light

North Prong

Waples Pond

So w br id ge

Branch

B ra n ch

Ingram

D ra pe r-

B en n et

D it ch

M is p il li o n

River

Lake Silver

Lake Haven

Lake

Pond

Griffith

Blairs

Pond Abbotts

J o h n so n

B ra n ch

B ra n ch

B ow m an

B ran ch

Br an ch

H er ri n g

Pond Mill

Marshall

Lincoln

Pond Hudson

Toms Dam

B ra n ch

B ra nc h

Na nt ico ke

B ra n ch

B ra n ch

C a rt

B ra n ch

G rubby

N a n ti c o k e

N eck

R iv e r

B ra n ch

B ee

Polk

Branch

B ra nc h

Double Fo rk

Parker

Ditch

Sam pson

D itc h

S h ort

H all

M a rs h y

C r e e k

H o p e

Ditc h

Branch

B ranch

Jones

M ill

Iron

Mi ne

Stafford

B ranch

J on es

B r a n c h

G la d e

Branch

L o n g

BranchCronypo nd

B ra n ch

T om s D a m

B ra n ch

O w e n s

B r a n c h

West

B r a n c h

Gum

Br an ch

P ar ke r N o

Prong

B ra n ch

M a p le

M a p le

M a rs h B e a v e r

B r a n c h

D a m

ELLENDALESTATE

OWENS

TRACT

ELLENDALE

STATE

ELLENDALE

STATE

Redden

STATE

REDDEN

Branch

Brittingham

Bran ch

Pemberton

Pond

Pond Wagamons

Pond

Diamond

DELAW

ARE

B ra n ch

Im gr am

Ditch

Dutton

B ra n ch

R ou n d

P ol e

BROADKILL

RIVER

Cr ee k

Be av er da m

B ra nc h

P in ey

Red

Mill Pond

C reek

C a n a ryB la ck

H og

G u t

M il l

C re ek

O ld

D ot y C re ekG la d e

C ro ok ed

Bra nch

D ee p

CAPE HENLOPEN STATE PARK

L ew es &

R eh oboth an al

GORDON POND

WILDLIFE AREA

CAPE HENLOPEN STATE PARK

Cre ekPot

Hook

W ol fe

G la d e

Glade

H ol la n d

Lake Silver

W h ite

C reek

O ak

J oh n so n

C reek

A rn ell

B r a n c h

D o r m a n

C reek

L ove

Pond Mill

C r ee k Goslee

G o s le e

R og ers

Bra nch

Bundicks

B ran ch

Chapel

Pond Burton

Branc h

U n ity

B ra n ch

Sim ple r

B ra n ch

W el sh

Ditch

D itch

S o ck o ro ck etsO a k

W h ite

Swamp

B ran ch

P eterk in s

Ditch

W a lls

Eli

Ditch

M cG eeD itch

D itch

New

Branch

McColleys

Branch

D ee p

Rum Bridge

Ditch

Vaughn

Layto n

Ditch

Georgetown Vaughn

Di tch

Mi ffli n

C re ek

D ee p

C re ek

D itc h

S h or ts

Pond

Collins

Br an ch

G ra v el ly

Church CokesburyB ra n ch

Gra vel ly

D it c h

T u s s o c k y

N a n ti co k e

R iv e r

G u m

B ra n ch

Branch

Bridgeville

BranchTurkey

DitchAke

N ew to n D it c h

W il li a m H

C lea r

B ro o k

P ron g

F reid el

Branch

Bucks

Pond

Hearns

PondConcord

M ill

Branch

B a k er

B r a n c h

B ran ch

Cool

G r a h a m

H erring

Run

C h a p el

B r a n c h

Pond

Craigs

BARNES

NATURE

WOODS

PRESERVE

Bra nch

Brig hts

Branch

Houston

B ra n ch

Tanyard

H o r s e

Branch P en

Green

Briar Branch

T urtle

Branch

T urtle

Cr ee k

N A N T

IC

O K E

RI

VER

Creek

Deep

MD & DEL

R.R.

Branch Gum

C r e e k

W ri g h t

C reek

B road

FERRY

WOODLAND

FF

Pond

Horseys

Pond

Pond Records

Chipman

B ra n ch

B ra n ch

M irey

B ra n ch

E ll io tt

P o n d

B ra nc h

Be av er da m

Bra nch

Gr ays

Gord on

Br an ch

Pond

Trap

TRAP POND

STATE PARK

Pond Raccoon

Pond

Wileys

Pond

Fleetwood

B ranch

T yndall

St on ey

B ranch

A sk etu m

C reek

C od

O w en s

B r a n c h

B r a n ch

T u s s o ck y

Pond

Tussock

Mill

Pond

Portsville

B ra n ch

Morg an

B ra n ch

M il l

B ra n ch

W h eelin g

B r a n c h

M ea d ow

B ran ch G ill

B ranch

H olly

B r a n c h

G a in s

V en a

B ranch

R ossakatum

Cooper

B ra n ch

B r a n c h

F o rg e

O ld

B ranch

Jam es

J a m es

B ranch

Pond

Trussum

Pond

W ards

Branch

Branch

M orris

R a ccoon

P ro n g

B ra n ch

S a n d er s

Pond B ranch

Hitch

Pond

Pepper

M ill

B ranch

B igBr an ch

DELAWARE

EXPERIMENTAL

STATION

SUSSEX COUNTY

VO-TECH CENTER

Branch

Mirey

Ditch

S h eep Pen

Pond

Pond

Ingram

Betts

Pond

Millsboro

Mill

Pond

Morris

Gills

Branch House

Ditch

A lm s

B rid g e

B ra n ch

C o w

Narrow Dr ain

Drain

Ditch

Long

Branch

Shoals

D it c h

P hi ll ip s

B ranch

Cowhouse

R iv er

P ocom ok e

B ra n ch

C y p r e s s

Branch

G u m

R iv er

P o co m o k e

Fork

Run

North

G r e e n

Bald

Cypress Swamp

Polly

Branch Sandy

Branch

V in es

Cr ee k

P ep p er

C re ek

B ra n ch

Wha rto ns

B ra n ch

Ir on

INDIAN

RIVER

C reek

S w a n

Pond

Pond Waples

Longwood

G ut

W a rw ick

Creek

Lingo

Emily

G ut

INDIAN

RIVER

BAY

BAY

REHOBOTH

Creek

Herring

Burton

P ron gHopkins Prong

Cr ee k

G ui ne a

Pond

Boat

House

Pep per

Cr ee k

C re ek

V in es

C re ek

St um p

B ra n ch

D eep

H o le

B la ck w a te r

B r a n c h

M cC ra y s

B ra n ch

H er ri n g

C r ee k

C r e e k

C o ll in s W h ite

C reek

C a n a l

A ssa w o m a n

C anal

BeachBethany

Salt Pond

Sim on

Gl ad e

Miller

Creek

ASSAWOMAN WILDLIFE AREA

ASSAWOMAN WILDLIFE AREA

HOLTS LANDING

STATE PARK

CreekDir icks on

BAY

LITTLE

ASSAWOMAN

Creek

Roy

Creek Drum

Bunting

Williamsville

Johnson

Roxana

Bayard

SUSSEX

COUNTY

AIRPORT

REDDEN

STATE

REDDEN

STATE

BAILEY TRACT

FOREST

FOREST

FOREST

FOREST

FOREST

FOREST

ELLENDALE

STATE

FOREST

DELA

WARE

Indian River Inlet

STATE PARK

DELAWARE SEASHORE

DELAWARE SEASHORE

STATE PARK

DELAWARE SEASHORE

STATE PARK

DELAWARE

NATIONAL

GUARD

ISLAND

FENWICK

STATE PARK

H

H

TF

LEWES REHOBOTH BEACH

H

H

34B

OF

UNIVERSITY

492A

Reynolds Mill

336A

336B

213C

522A

51A

341B

465A

535A

14E

Raccoon

349A

ROBERT L. GRAHAM

ROBERT L. GRAHAM

ROBERT L. GRAHAM

ROOSEVELT INLET

HARBOR OF REFUGE

Lavinia

BREAKWATER HARBOR

Ellis

WILDLIFE AREA

WILDLIFE AREA

WILDLIFE AREA

ROBERT L. GRAHAM

WILDLIFE AREA

(GUM TRACT)

CHIPMAN POND

TRACT

JAMES BRANCH

NATURE PRESERVE

THOMPSON ISLAND

PRESERVE

BEACH PLUM ISLAND

NATURE PRESERVE

NATURE PRESERVE

CEDAR CREEK

WRIGHT

TRACT

B

B

R

R

A L T

RD

RD

S A

M L U

C A S

R D

R .R

A V E

E A S T

PO

N D

RD

R D

RD

W A

Y

Reynolds Pond

5A

5A

5A

T an tr ou gh

N O

R F

O L

K

S

O U

T H

E R

N

N O

R F

O L

K

S

O U

T H

E R

N

N O

R F O

L K

S

O U

T H

E R

N

COAST

LI

NE

R.

R.

CO.

COAST LINE

R. R. CO.

N O

R F

O

S

U

T H

E R

N

N O

R F

O L K

S

O U

T H

E R

N

N O

R F

O L K

S

O U

T H

E R

N

N O

R F

O

S

U

T H

E R

N

Omar

STOCKLEY CENTER

494A

647648

MARSHY HOPE

WILDLIFE AREA

MARSHY HOPE

WILDLIFE AREA

H

NN

South District

H.Q.

H

WOODBRIDGE

ES

LULU M.

ROSS ES

MILFORD

MS

MORRIS EARLY

CHILDHOOD CENTER

WOODBRIDGE

CENTER

NORTH

GEORGETOWN

ES

MILTON MS

BRITTINGHAM

ES

UNIVERSITY

OF DELAWARE

College of

Marine Studies

CAPE

HENLOPEN

HS

LEWES MS

WEST

SEAFORD

ES

SEAFORD

CENTRAL ES

SEAFORD

MS

SEAFORD

SHS

DOUGLAS

SCHOOL

SEAFORD

KINDERGARTEN

SUSSEX CO.

TECHNICAL HS

DELAWARE TECHNICAL

& COMMUNITY COLLEGE

OWENS CAMPUS

HOWARD T.

ENNIS

SCHOOL

SUSSEX

CENTRAL MS

EAST

MILLSBORO

ES

LONG NECK

ES

DELMAR

HS

JR.-SENIOR

ES

DUNBAR

LAUREL

SENIOR

HS

LAUREL

CENTRAL MS

& INT.

SCHOOL

N.

LAUREL

ES

MS

SELBYVILLE

SHOWELL

ES

INDIAN RIVER

FENWICK ISLAND

LIGHTHOUSE

LORD

BALTIMORE ES

WOODBRIDGE

ES

LULU M.

ROSS ES

MILFORD

MS

MORRIS EARLY

CHILDHOOD CENTER

WOODBRIDGE

CENTER

NORTH

GEORGETOWN

ES

MILTON MS

BRITTINGHAM

ES

UNIVERSITY

OF DELAWARE

College of

Marine Studies

CAPE

HENLOPEN

HS

LEWES MS

WEST

SEAFORD

ES

SEAFORD

CENTRAL ES

SEAFORD

MS

SEAFORD

SHS

DOUGLAS

SCHOOL

SEAFORD

KINDERGARTEN

SUSSEX CO.

TECHNICAL HS

DELAWARE TECHNICAL

& COMMUNITY COLLEGE

OWENS CAMPUS

HOWARD T.

ENNIS

SCHOOL

SUSSEX

CENTRAL MS

ES

DUNBAR

LAUREL

SENIOR

HS

N.

LAUREL

ES

MS

SELBYVILLE

SHOWELL

ES

FENWICK ISLAND

LIGHTHOUSE

LORD

BALTIMORE ES

ES

FRANKFORD

HIGH

SCHOOL

COAST GUARD

STATION

INDIAN RIVER INLET

H

H

H

H

H

H

SHS &

SUSSEX CENTRAL

GEORGETOWN

ES

DELAWARE DEPARTMENT OF TRANSPORTATION

CONTRACT T202606601 PAGE 3 OF 13

SUSSEX COUNTY - VARIOUS LOCATIONS TO BE ISSUED VIA WORK ORDERS

SOUTH DISTRICT OPEN END, BITUMINOUS PATCHING, SOUTH, FY27-FY29

CONTRACT: T202606601 (SOD) PAGE 4 OF 13

SOUTH DISTRICT OPEN END, BITUMINOUS PATCHING, SOUTH, FY27-FY29

GENERAL CONTRACT NOTES

1. This project shall be constructed in accordance with the Delaware Department of Transportation “Standard

Specifications”, January 2026 and the latest Delaware Department of Transportation “Standard Construction Details”, including all revisions up to the date of advertisement.

2. This contract shall expire 1,095 calendar days from the First Chargeable Day.

3. The Department reserves the right to add or delete quantities to this contract. Sections 104.2.B.4.b and 104.2.B.4.c are not applicable to this contract. No changes in quantity will be cause for any changes in the contract unit bid prices.

4. Work will be scheduled via work orders from South District. Work locations will vary in size. The work orders will indicate the work to be performed at each location and the time given for the completion of the work. The definitions of Contract Time and Work as set forth in Section 101 of the General Information, Definitions, and Terms of the DelDOT Standard Specifications as applicable to each individual work order are modified as follows:

• Contract Time: The number of working days or calendar days provided for in the work order for completion of the work specified in the work order.

• Work: Work is the furnishing of all labor, materials, equipment, services, and other incidentals necessary to complete the work order.

The above amended definitions of Contract Time and Work are applicable to Section 108.8, Failure to Complete on Time, and modify that provision to allow for the assessment of liquidated damages for any work which remains incomplete at the expiration of the time provided for completion of the work order.

5. Issuance of each work order constitutes the Notice to Proceed (NTP) with the work described in the work order. The contractor shall begin work within 10 calendar days of the Work Order NTP being issued unless otherwise noted in the work order or if there is a verified non-availability of materials. A statement of non-availability of materials shall be provided in writing by three (3) different sources for the location(s) requiring said materials and shall include an approximate date that materials will be available. If the unavailable materials are required for all locations on the work order and are expected to cause delays, additional time will be issued for completion of the work as determined based on the availability date.

6. Upon issuance of each work order the contractor shall submit the required baseline bar chart schedule as outlined in standard specification 108.4.B.2 within 5 calendar days of the issuance of work order. During the contract, the contractor shall submit weekly, two-week look ahead bar chart schedules to the area engineer/ manager no later than noon each Thursday. Details shall include all items in 108.4.B.3 as well as if multiple crews will be utilized. Failure to comply will result in a suspension of all contract work with time charges continuing to be assessed. The baseline bar chart shall also be updated and submitted to the department as changes or delays occur in the contract. Failure to provide a schedule or schedule updates forfeits the contractor’s right to ask for time extensions.

7. Failure to comply with the work order completion date will result in liquidated damages being assessed based on each work order and section 108.8 of the standard specifications. Liquidated damages will be assessed based on the value of the work order or the total contract award amount, whichever is less and based on the calendar days issued on each individual work order, not the entire contract length. Should work remain incomplete for multiple work orders, liquidated damages may be assessed cumulatively for each work order until work is substantially complete.

CONTRACT: T202606601 (SOD) PAGE 5 OF 13

GENERAL CONTRACT NOTES (cont.)

8. A single mobilization fee will be paid for each work order issued, which shall cover all locations on the work order. A separate mobilization fee will not be paid for each individual location on the work order. Additional mobilization fees will be paid upon issuance of additional work orders. If there is a substantial delay in the work due to circumstances beyond the control of the contractor, additional mobilization may be paid at the agency’s discretion at the restart of work.

9. Each work order shall be considered a separate unit of work. The engineer will make payment monthly for the completed work as outlined in section 109.8 of the standard specifications. Upon the substantial completion of the work order, the engineer will pause time at those locations and perform the Primary Inspection for the work order locations in accordance with subsection 105.16 of the standard specifications. The engineer may also choose to perform the Primary Inspections at 6-month intervals. The engineer reserves the right to require the contractor to add work or adjust completed locations at the department's expense until such a location has been accepted by the Department. The contractor must repair all defects in the work caused by poor workmanship or materials at their own expense. An Acceptance Inspection will be completed on an annual basis for work orders completed in a calendar year. Upon satisfactory completion of the Acceptance Inspection Punch List, the department will accept the location and release the contractor from responsibility for the work at that location. If a work order is sufficiently large and complex as determined by the Engineer, an Acceptance Inspection may be held upon the completion of that work order.

10. The Department reserves the right to prioritize, substitute, add, or delete locations at any time during the contract.

11. All work shall be performed at contract unit prices. In the case where contract unit prices are not available the prices are to be negotiated prior to the start of work.

12. All construction engineering, including survey and/or layout for traffic islands, striping, curb ramps, piping, and drainage, etc., shall be incidental to the contract.

13. The contractor shall notify DART First State at dot_detours@delaware.gov at least 10 days prior to the start of any detours or construction, and dot_dtc_projectdevelopment@delaware.gov at such time the facility is completed and operable for transit operations. For emergency detour information only, please contact DTC’s chief scheduler at 302-576- 6019.

mailto:dot_detours@delaware.gov mailto:dot_dtc_projectdevelopment@delaware.gov

CONTRACT: T202606601 (SOD) PAGE 6 OF 13

PROJECT NOTES

1. The contractor shall give property owner’s a 10-day notice when any fixture, shrub, irrigation head, or another object must be removed from DelDOT’s right-of-way or easement area. If the owner has not attempted to salvage this property, the contractor shall remove it without obligation. Compensation shall be incidental to the contract. The DelDOT Project Manager shall be copied on all correspondence sent to property owners.

2. In accordance with 401.3.H, the cost of removing vegetation from the roadway edges, shoulders, and the first 3’ of unpaved driveway entrances, picking up and disposing of waste and excess material, and cleaning the existing pavement prior to overlay shall be incidental to the corresponding paving item. The use of a milling machine or other equipment that damages the existing roadway surface shall not be permitted for this work. Preparing unpaved driveway entrances beyond the first 3’ shall be paid for under the appropriate contract items.

3. Butt joints cut prior to the day of the pavement overlay shall be ramped with bituminous temporary roadway material

(TRM). For this contract, TRM used for this purpose will be incidental to Item 762004, Butt joints, and will not be measured or paid for separately.

4. Item 760010, Pavement Milling, Bituminous Concrete Pavement, shall be used on mill-and-fill projects, mill-in-place projects, and patching projects.

5. All milled material shall remain the property of the contractor unless otherwise stated.

6. After pavement milling, all transverse vertical differences, raised edges of manholes, catch basins, water valve boxes, etc.

shall be ramped with bituminous TRM (not millings) at a 20:1 or flatter slope prior to opening the roadway to traffic. For this contract, TRM used for this purpose will be incidental to the appropriate milling item and will not be measured or paid for separately.

7. The contractor shall take care in removing pavement around utilities, butt joints, curbs, etc., so that existing pavement beyond the specified depths is not damaged. Any damage caused by the contractor’s operation shall be the responsibility of the contractor to correct, to the satisfaction of the engineer, at no expense to the Department. The removal and cleanup of the hot mix residue wedge remaining after milling operations shall be incidental to the milling item. The removal of existing raised pavement markers (RPM’s) shall be incidental to the applicable milling item.

8. All paving, including turn lanes, shoulders and intersections, shall be completed within (7) calendar days from the time the area was milled. Failure to comply will result in a suspension of all other contract work with time charges continuing to be assessed.

9. Unless specified, overlay widths shall match existing widths.

10. The minimum and maximum single lift thicknesses of materials shall be as follows:

MATERIAL

TYPE

BINDER

GRADE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

Type C (4.75 mm mix) ALL 0.5 1.0 Type C (9.5 mm mix) ALL 1.25 2.0

Type C (12.5 mm mix) ALL 1.5 2.0 Type B (19 mm mix) 76-22, 70-22 2.25 4.0 Type B (19 mm mix) 64-22 2.25 6.0

GABC - 4.0 8.0

CONTRACT: T202606601 (SOD) PAGE 7 OF 13

PROJECT NOTES (cont.)

11. All manholes, water valves, sewer valves, and other utilities shall be uncovered and accessible by the end of each workday.

12. A safety edge shall be used on all paving and patching that extends to the edge of the riding surface of the shoulder and shall comply with Standard Construction Detail P-6 – Pavement Safety Edge.

13. Item 908001, Topsoil, shall be used to fill shoulder areas adjacent to new bituminous pavement overlays and/or patching unless otherwise instructed by the engineer.

14. Utility adjustments shall be completed within seven (7) calendar days after the placement of the final course of bituminous pavement unless otherwise approved by the engineer. Failure to comply will result in a suspension of all other contract work with time charges continuing to be assessed.

15. Where sidewalks exist within the location limits, curb ramps shall be either newly installed or retrofitted as directed by the engineer in compliance with the most current Delaware Standard Construction Details or as shown on the plans.

Sidewalks, pedestrian connections, and detectable warning surfaces will be paid for in accordance with Section 705.3

16. All bituminous patching shall be performed utilizing a milling machine and paver unless directed otherwise by the

Engineer. Bituminous patching shall be completed at a full lane width minimum. Bituminous patches less than the travel lane width will not be accepted. This also applies to any unpaid remedial and/or punch list work.

17. Taper milling is intended for milling at fixed structures (ie. curbs, guardrail, etc.) The milled depth at the structure shall be the depth of the proposed overlay and 0” at a distance of +/- 6.5’ from the structure. The computed depth for payment purposes is the average of the two depths.

18. Drainage inlet grates within the project limits, which are not the approved type, shall be replaced. At locations where no patching or overlay is designated, these grates shall be replaced only when the drainage inlet is to be adjusted and/or repaired. The actual locations, the need for any grate modifications or for new frames shall be determined by the Engineer. The cost for the work shall be negotiated prior to the replacement of any drainage inlet grates.

19. Item 404001, Bituminous Crack and Joint Sealing Less than ¾” Wide, shall be paid on locations where the remedy includes crack sealing. This item will not be paid separately where newly placed pavement is the cause of the joints. The sealing of those joints shall be incidental to the work generating the joints and shall be completed the same day as the paving or patching operations.

CONTRACT: T202606601 (SOD) PAGE 8 OF 13

MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS

1. Section 801, Maintenance of Traffic, applies to this contract. Payment shall be incidental to the contract unless otherwise noted. Individual MOT items shall be paid per the appropriate MOT bid items. If a location requires a vehicle or pedestrian detour that utilizes special signs or other specialty MOT, additional MOT costs shall be negotiated at that time.

2. The contractor shall have an American Traffic Safety Services Association (ATSSA) certified traffic control supervisor for each location on this project. A copy of the certification card for the ATSSA traffic control supervisor shall be submitted at the preconstruction meeting. The paper certificate is not acceptable. The ATSSA officer shall be incidental to the work being performed and shall not be paid separately.

3. Maintenance of traffic, unless otherwise noted in the approved plans, shall conform to the appropriate Traffic Control

Typical Application found in the latest version of the DE MUTCD.

4. Permanent advance warning signs shall be installed with the legends “ROAD WORK AHEAD” and “END ROAD WORK” located 500 feet before and 500 feet after the work area. On intersecting roadways within the project limits, a “ROAD WORK AHEAD” sign shall be placed at a distance not less than 500 feet in advance of the work area and an “END ROAD WORK” sign shall be located 500 feet after the work area. The use of skid mounted sign supports is not allowed unless the contractor can demonstrate that a utility conflict exists, which shall be verified by the engineer; or concrete medians prevent the installation of the permanent signs in the appropriate location. All temporary and permanent warning signs shall be paid as item 810001, Temporary Warning Signs.

5. All roadway excavation in or adjacent to travel ways shall be properly backfilled at the end of each day prior to traffic returning to unrestricted travel per the DE MUTCD and Standard Construction Detail M-16, Vertical Difference Treatment Requirements. This includes all utilities and/or obstacles within or adjacent to the travel ways.

6. Bituminous TRM shall be used as wedge/fillet material in the travel way, temporary travel way, high volume entrances and access ramps for the purpose of providing temporary roadway service, pothole repair, tapered edge for utilities, butt joints, and longitudinal drop-offs (milling and paving operations.) The use of GABC and/or millings for this purpose is prohibited. TRM shall not be paid separately but shall be incidental to the work it protects. Refer to DelDOT Standard Construction Detail M-16 and the DE MUTCD for additional information.

7. The contractor is responsible for ensuring that the Traffic Management Center (1-302-659-4600) is notified each day when work is being performed in DelDOT’s right-of-way. The contractor must identify the type of work, any lane(s) or shoulder(s) closed, the length of time for work when the lane restriction is in place and when the lane restriction is picked up, contact person/number and state inspector.

8. The contractor shall be responsible for notifying the local 911 center, local schools, and the DelDOT public information center of all roads and lanes to be closed a minimum of seven calendar days before the closure. If temporarily blocking access to a fire hydrant, notification must be given to Sussex County, the local firefighting authorities, and the 911 center.

9. The contractor shall be responsible for daily coordination efforts with their work with other contractors in the immediate area.

10. The contractor shall provide all residents and businesses adjacent to the work zone a minimum 48 hr. prior written notice for the start of construction work. This notification shall include the scope of work, working hours, anticipated start and completion dates, contractor name, address, phone number, and DelDOT contact number (to be provided at preconstruction meeting). Failure to give proper notice will result in a suspension of work requiring notice until proper notice is provided. The DelDOT Project Manager shall be copied on all correspondence sent to property owners.

CONTRACT: T202606601 (SOD) PAGE 9 OF 13

MAINTENANCE OF TRAFFIC AND PAVEMENT MARKINGS (cont.)

11. The contractor is responsible for the maintenance of existing pavement and shoulders within the project limits for the duration of the contract or as directed by the Engineer or designee.

12. The contractor shall maintain existing pedestrian facilities at all times. If pedestrian facilities cannot be maintained at their current accessibility and detectability during construction, the contractor shall provide pedestrian flaggers, an approved pedestrian detour. Or an approved temporary pedestrian facility, to guide pedestrians through or around the work zone. Temporary pedestrian facilities shall adhere to Standard Construction Detail M-13.

13. At the end of each day’s operation and before traffic is returned to unrestricted roadway use, temporary striping shall be utilized at locations that require permanent striping. Temporary pavement striping must match permanent pavement striping layout. Temporary pavement markings shall be paid at the applicable contract unit price. The contractor is responsible for maintaining the temporary markings in good condition such that the pavement is properly delineated.

Any refreshing of the temporary markings will be at the contractor’s expense, including the replacement of peeling temporary tape.

14. Final pavement markings shall conform to all existing patterns unless otherwise directed by the Engineer. The final pavement markings shall be placed within fourteen (14) calendar days after the completion of the paving. Failure to comply will result in suspension of all other contract work with time charges continuing to be assessed.

15. Any erroneous markings will not be paid and shall be corrected immediately at the contractor’s expense. Erroneous markings or shadows that exceed 1 inch in width shall be removed by either sand or water blasting as directed by the Engineer. No other removal methods will be allowed. A flat black paint or driveway sealer shall be applied where markings were removed to mask the repair. Any damage to the pavement caused by removal of erroneous markings shall be repaired / replaced to the satisfaction of the Engineer at the contractor’s expense.

16. All double yellow centerlines shall be placed in a 6-6-6 configuration (2 each, 6” yellow stripes with a 6” gap between.)

17. Traffic detection loops shall be placed in the final wearing surface unless otherwise directed by the Engineer.

18. Traffic detection loops that are currently 5’x7’ shall be replaced with loops that are 6’x6’ at the same location. Stop bar detection loops shall be the same size as currently existing and should be placed starting one foot behind the stop bar, unless otherwise directed by the Engineer. If separate signal plans have been developed, the plans supersede this note.

19. To maintain effective communication with the traveling public, only signs, banners, flags, or other displays within the project limits that meet the requirements of the latest version of the Delaware Manual on Uniform Traffic Control Devices will be permitted. Any signs or other materials which deviate from the MUTCD, must be preapproved by the Engineer. The only signage and materials which may be displayed upon vehicles and equipment within the project area are signs pertaining to the contractor, subcontractors and other signs and/or materials required and approved pursuant to the contract. The contractor shall immediately remove any signs or materials within the project limits that does not meet these requirements.

DELAWARE DEPARTMENT OF TRANSPORTATION

CONTRACT T202606601 (SOD) PAGE 10 OF 13

PATCHING DETAIL

SOUTH DISTRICT OPEN END, BITUMINOUS PATCHING, SOUTH, FY27-FY29

BITUMINOUS OVERLAY

SAWCUT EDGES

OR AS DETERMINED BY THE ENGINEER

ITEM 401030 - 3" SUPERPAVE, TYPE B, PATCHING

TACK ALL VERTICAL FACES

BITUMINOUS PATCH WITH OVERLAY OR THIN OVERLAY

DEEP BITUMINOUS PATCH WITHOUT OVERLAY

1' TYP

OR AS DETERMINED BY THE ENGINEER

ITEM 401030 - 3" SUPERPAVE, TYPE B, PATCHING

ITEM 401029 - 2" SUPERPAVE, TYPE C, PATCHING

ALL BITUMINOUS PATCHING SHALL BE COMPLETED WITH A MILLING MACHINE AND PAVER.

ALL BITUMINOUS PATCHING SHALL BE COMPLETED AT A FULL LANE WIDTH MINIMUM.

REFER TO STANDARD SPEC ITEMS 401029, 401030, AND 760010 FOR ADDITIONAL REQUIREMENTS.

ACTUAL PATCH DEPTHS AND LOCATIONS SHALL BE DETERMINED BY THE ENGINEER.

NOTES: THIS DETAIL SHALL BE USED FOR ALL PATCHING UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

TACK ALL VERTICAL FACES

EXISTING PAVEMENT

ITEM 401029 - 2" SUPERPAVE, TYPE C, PATCHING OR

EXISTING PAVEMENT

SEAL PAVEMENT JOINTS

SAWCUT EDGES AND

TACK ALL VERTICAL FACES

2" BITUMINOUS PATCH ONLY

ITEM 401029 - 2" SUPERPAVE, TYPE C, PATCHING

SEAL PAVEMENT JOINTS

SAWCUT EDGES AND

SEAL PAVEMENT JOINTS

SAWCUT EDGES AND

MANHOLE ADJUSTMENT

WITH CEMENT BASED MORTAR

FILL ALL JOINTS COMPLETELY

FROM AROUND MANHOLE

REMOVE PAVEMENT AND CONCRETE COLLAR

BE PROVIDED BY UTILITY OWNER.

IF REQUIRED, NEW FRAME AND COVER SHALL

RECOLLAR, AND PLACE CONCRETE TYPE B PATCH.

(AS DIRECTED) TO CORRECT ELEVATION,

PLACE NEW OR EXISTING FRAME AND COVER

ADJUSTMENTS BEING MADE.

SPECIFIED DIMENSIONS PRIOR TO ANY

SHALL BE SAWCUT FULL DEPTH TO THE

NOTE: MANHOLES IN CONCRETE ROADWAYS

TO PROPOSED GRADE

BRICK TO ADJUST FRAME

PLACE CONTINUOUS SPLIT

FRAME AND COVER.

DISPOSE OF EXISTING

ADJUSTMENT, REMOVE AND

IF NOT UTILIZED IN THE

VERTICAL FACES

TACK ALL

SEAL ALL JOINTS

12" MINIMUM (TYP)

(T Y

P

DELAWARE DEPARTMENT OF TRANSPORTATION

CONTRACT T202606601

SOUTH DISTRICT OPEN END, BITUMINOUS PATCHING, SOUTH, FY27-FY29

MANHOLE ADJUSTMENT DETAIL

(SOD) PAGE 11 OF 13

CONTRACT T202606601 (SOD) PAGE 12 OF 13

CONTRACT QUANTITIES SUMMARY SHEET

202000 EXCAVATION AND EMBANKMENT 100.00 C.Y.

202004 UNDERCUT EXCAVATION, PATCHING 20.00 C.Y.

301003 GABC 250.00 TON

401029 SUPERPAVE TYPE C, 9.5 mm, PG 64-22, PATCHING 6,800.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 1,000.00 TON

401542 NIGHTTIME PAVING SURCHARGE, SUSSEX COUNTY 300.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4 INCH WIDE 2,000.00 L.F.

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 5.00 EACH

602132 ADJUSTING AND REPAIRING EXISTING MANHOLE 5.00 EACH

710002 ADJUST WATER VALVE BOXES 5.00 EACH

760006 RUMBLE STRIPS, BITUMINOUS PAVEMENT 500.00 L.F.

760008 RUMBLE STRIPS, CENTER LINE, BITUMINOUS PAVEMENT 500.00 L.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 140,000.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 8,000.00 L.F.

762004 BUTT JOINTS 200.00 S.Y.

763000 INITIAL EXPENSE/DE-MOBILIZATION LUMP SUM

763531 WORK ORDER MOBILIZATION AND DE-MOBILIZATION 5.00 EACH

802003 ARROW PANELS TYPE C 20.00 EA-DY

803001 PROVIDE AND MAINTAIN PORTABLE CHANGEABLE MESSAGE SIGN 20.00 EA-DY

805001 PLASTIC TRAFFIC CONTROL DRUMS 1,000.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 160.00 EA-DY

810001 TEMPORARY WARNING SIGNS AND PLAQUES 1,800.00 EA-DY

811003 FLAGGER, SUSSEX COUNTY 3,000.00 HOUR

811015 FLAGGER, SUSSEX COUNTY, OVERTIME 175.00 HOUR

846001 PROVIDE AND INSTALL LOOP WIRE 1-CONDUCTOR #14 AWG ENCASED IN 1/4" FLEXIBLE TUBING IN

A LOOP SAWCUT

1,000.00 L.F.

860004 TEMPORARY MARKINGS, LATEX, 4" 75,000.00 L.F.

CONTRACT T202606601 (SOD) PAGE 13 OF 13

CONTRACT QUANTITIES SUMMARY SHEET

860007 TEMPORARY PAVEMENT STRIPING, LATEX, SYMBOL/LEGEND 400.00 S.F.

861001 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 6" 70,000.00 L.F.

861002 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 12" 1,500.00 L.F.

862006 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, SYMBOL/LEGEND 1,000.00 S.F.

867001 SNOWPLOWABLE RAISED PAVEMENT MARKER 50.00 EACH

908001 TOPSOIL 50.00 TON

908014 PERMANENT GRASS SEEDING, DRY GROUND 500.00 S.Y.

908026 EROSION CONTROL MULCH 500.00 S.Y.