Unit Price - North Dakota Department of Transportation · Unit Price $$$$$ 000 $$$$$ 00 PROPOSAL...

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

$$$$$ 000 $$$$$ 00

PROPOSAL FORMNorth Dakota Department of Transportation

003Page 5 of 9

5/13/2015

JobMay 22, 2015BID OPENING:

CodeNo.

Bidder must type or neatly print unit prices in numerals, make extensions for each item, and total. Do not carry unit prices further than three (3) decimal places.

ItemNo.

Project: SOIB-5-022(092)000 (PCN-18920)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

RAILWAY PROTECTION INSURANCE 1.002 107 0100 L SUM

REMOVE & SALVAGE BITUMINOUS SURFACING 1,072.003 202 0121 TON

COMMON EXCAVATION-SUBCUT 771.004 203 0138 CY

WATER 40.005 216 0100 M GAL

AGGREGATE BASE COURSE CL 5 2,009.006 302 0120 TON

TACK COAT 17,750.007 401 0050 GAL

MILLING PAVEMENT SURFACE 12,245.008 411 0100 TON

CRS2P EMULSIFIED ASPHALT 30,106.009 420 0111 GAL

COVER COAT MATERIAL CL 41 775.010 420 0125 TON

RAP - SUPERPAVE FAA 45 36,341.011 430 0145 TON

PG 64-28 ASPHALT CEMENT 1,490.012 430 6428 TON

STRUCTURAL STEEL 339.013 616 0360 LBS

OVERLAY CONCRETE 59.014 650 0704 CY

CLASS 1-H REMOVAL 1,192.015 650 0710 SY

CLASS 2-H REMOVAL 67.016 650 0711 SY

SpecNo.

Amount


Unit Price

$$$$$ 000 $$$$$ 00


003Page 6 of 9

5/13/2015


CodeNo.


ItemNo.

Project: SOIB-5-022(092)000 (PCN-18920)

Rev: BID ITEMS

MOBILIZATION 1.017 702 0100 L SUM

FLAGGING 1,000.018 704 0100 MHR

TRAFFIC CONTROL SIGNS 5,628.019 704 1000 UNIT

TYPE III BARRICADE 24.020 704 1052 EA

DELINEATOR DRUMS 60.021 704 1060 EA

TUBULAR MARKERS 250.022 704 1067 EA

PILOT CAR 500.023 704 1185 HR

BITUMINOUS LABORATORY 1.024 706 0550 EA

CONTRACTOR'S LABORATORY 1.025 706 0600 EA

GEOSYNTHETIC MATERIAL TYPE G 4,823.026 709 0100 SY

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 5.027 754 0110 SF

FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 6.028 754 0112 SF

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 30.029 754 0206 LF

RUMBLE STRIPS - ASPHALT SHOULDER 84023.030 760 0005 MILE

RUMBLE STRIPS - ASPHALT CENTERLINE 92011.031 760 0007 MILE

RUMBLE STRIPS - INTERSECTION 1.032 760 0009 EA

SpecNo.

Amount


Unit Price

$$$$$ 000 $$$$$ 00


003Page 7 of 9

5/13/2015


CodeNo.


ItemNo.

Project: SOIB-5-022(092)000 (PCN-18920)

Rev: BID ITEMS

PVMT MK PAINTED-MESSAGE 265.033 762 0103 SF

SHORT TERM 4IN LINE-TYPE NR 191,558.034 762 0430 LF

SHORT TERM MESSAGE-TYPE NR 795.035 762 0442 SF

PVMT MK PAINTED 4IN LINE 169,663.036 762 1104 LF

TOTAL SUM BID

RP 11RP 10 RP 9RP 8RP 7RP 6RP 5RP 4RP 3RP 2RP 1

Begin Project

RP 0.000

Sec 5,T130N, R98WSec 32,T129N, R98W

11.918

Reeder

US 12

ND 22 ND 22

32

29 20 17 8 5 32 29 20 17 8 5 32

3391621

28334916212833

SD 79

11.918

ND State line

Structure No. 0022-001.497 Structure No. 0022-006.171

End Project RP 11.918

SOIB-5-022(092)000 \ Mill and Overlay

400140260

660230430

OFFICE OF PROJECT DEVELOPMENT

65 mph

20 years

22-006.171

22-001.497

Jason Fischer /s/

DESIGNERS

ND DEPARTMENT OF TRANSPORTATION

__________________________________________

APPROVED DATE _________________________

GRAND

FORKS

GO

LD

EN

VA

LLE

Y

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SHERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

STATE COUNTY MAP

11

4289

State Line N to Jct 12 Reeder

18920

ASSISTANT DICKINSON DISTRICT ENGINEER

Rob Rayhorn

SOIB-5-022(092)000

Adams County

SOIB-5-022(092)000

DESIGN DATA

Traffic Average Daily

Current

Forecast

Pass:

Pass:

Trucks:

Trucks:

Total:

Total:

Design Speed:

Bridges:

Pavement Design Life (years)

Minimum Sight Dist. for Stopping:

Clear Zone Distance:

Sight Dist. for No Passing Zone:

Design Accumulated One-way ESALs:

Rob Rayhorn /s/

05/13/15

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

5/13/2015 jrfischer R:\project\50022000.092\district\MiR Plans\001TS_001_Title.dgn10:35:11 AM

of Transportation

North Dakota Department

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

JOB #

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

effective on the date the project is advertised.

Department of Transportation and the Supplemental Specifications

2014 Standard Specifications adopted by the North Dakota

GOVERNING SPECIFICATIONS:

Mill, Seal Coat, HMA, and Bridge Deck Overlays

05/13/2015

Revised 05/13/2015

3

jjschlosser

Typewritten Text

5/14/15

jjschlosser

Typewritten Text

Roger Weigel /s/

Revised 5/13/15

5/13/2015 10:36:37 AM R:\project\50022000.092\district\MiR Plans\002TB_001_tblcnt.docm

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND SOIB-5-022(092)000 2 1

TABLE OF CONTENTS

Section No. Sheet No. Description

1 1 Title Sheet 2 1 Table of Contents 4 1 Scope of Work 6 1-3 Notes and Environmental Commitments 8 1-2 Quantities 10 1-2 Basis of Estimate 20 1-6 General Details 30 1-4 Typical Sections 90 1 Paving Layouts 100 1-2 Work Zone Traffic Control 110 1-2 Signing 170 1-4 Bridge Deck Overlays 180 1-3 Pit Plats

LIST OF SPECIAL PROVISIONS (SP)

SP # Description

SP 152(14) Requirements for Contractor Working on Railroad Right-of-Way

LIST OF STANDARD DRAWINGS

Standard No. Description

D-101-01, 02, 03 NDDOT Abbreviations D-101-10 NDDOT Utility Company and Organization Abbreviations D-101-20, 21 Line Styles D-101-30, 31, 32 Symbols D-704-05 Contractor Sign Detail D-704-07, 08 Breakaway Systems For Construction Zone Signs D-704-09, 10, 11 Construction Signs Details D-704-13 Barricade and Channelizing Device Details D-704-14 Construction Sign Punching and Mounting Details D-704-15 Road Closure Layouts D-704-20 Terminal and Seal Coat Sign Layouts D-704-22 Construction Truck and Temporary Detour Layouts D-704-26 Miscellaneous Sign Layouts D-704-27 Traffic Control Plan For Moving Operations D-704-31 Construction Sign Layout – Non Signalized Low Volume One Lane Closure D-704-50 Portable Sign Support Assembly D-704-56 Mobile Operation (Grinding Shoulder Rumble Strips) D-706-01 Bituminous Laboratory D-754-23 Perforated Tube Assembly Details D-754-24 Mounting Details Perforated Tube D-754-24A Breakaway Coupler System for Perforated Tubes D-754-25 Mounting Details Perforated Tube D-754-26 Sign Punching, Stringer, and Support Location Details Regulatory, Warning, and Guide

Signs D-754-57 Sign Punching, Stringer, and Support Location Details - Route Marker Signs D-760-04 Rumble Strips Undivided Highways (Shoulders Less Than 4’) D-760-05 Saw Slotted Rumble Strips at Intersections D-762-01 Pavement Marking Message Details D-762-04 Pavement Marking D-762-06 Short Term Pavement Marking

Bridge Deck Overlay

Lightning Creek Bridge 1.497Bridge Deck Overlay

Buffalo Coulee Bridge 6.171

1 Inch Mill and 3 Inch HBP Overlay

REEDER

Main St

End Project

South D

akota

North D

akota

11 10 9 8 7 6 5 4 3 2 1 0

2nd St

BN

SF R

ailro

ad

US 1

2

ND 22

Subcut, Base, HBP

Begin Project

RP 00.000

Subcut SubcutSubcut

RP 1

1.9

18

Crossing

Railroad

1 Inch Mill, Bituminous Seal Coat, and 3 Inch HBP Overlay

RP 6.1203 RP 1.5387

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

5/13/2015 jrfischer R:\project\50022000.092\district\MiR Plans\004SW_001_Scope.dgn10:35:20 AM

of Transportation



on and the original

PE- ,

Registration Number



6865

4 1

Scope of Work

ND 22 State Line N. to Jct 12 Reeder

Jason Fischer

SOIB-5-022(0092)000

5/13/2015

Revised 5/13/15

Revised 5/13/15

NOTES

5/13/2015 10:37:11 AM R:\project\50022000.092\district\MiR Plans\006NT_001_notes.docm


SHEET NO.

ND SOIB-5-022(092)000 6 1

This document was originally issued and sealed by Jason Fischer,

Registration Number PE-6865,

on 05/13/15 and the original document

is stored at the North Dakota Department of Transportation.

100-P01 ORDER OF OPERATIONS: Place a Bituminous Seal Coat after milling and before the RAP Superpave FAA 45 Overlay from RP 1.5387 to RP 6.1203.

107-115 RAILROAD PROTECTIVE LIABILITY INSURANCE: This project crosses the BNSF

Railway Company at RP 11.175. The type of work that will be performed within the railroad right of way is excavation, base, and paving. Direct inquiries regarding protective liability insurance to: Rosa Martinez Marsh Co. Texas 214-303-8519 Obtain information regarding crossing number 394024B from the Federal Railroad Administration website: http://safetydata.fra.dot.gov/Officeofsafety/

107-P01 RAILROAD FLAGGING: Provide one month notice for Railroad Flagging to:

David A. Johnson BNSF Railway Minneapolis, MN (763)782-3492 107-700 HAUL ROADS: The Engineer will not designate paved roads off the state system as haul

roads. 107-710 HAUL ROADS: Before submitting a proposal, contact the appropriate State, County,

Township, or City officials to determine if there are any roadways that will be designated as "no haul routes".

202-P01 REMOVE & SALVAGE BITUMINOUS SURFACING: Remove and salvage bituminous

surfacing at the subcut locations. Use removed and salvaged bituminous surfacing for filling subcut areas to the top of proposed pavement elevation to allow for proper drainage and traffic maintenance prior to paving. Size removed material to be reused to a maximum size of two inches.

Place salvaged bituminous material to the proposed pavement elevation after the

placement of the Aggregate Base Course Class 5 and prior to placing traffic on the subcut locations. Remove the salvaged bituminous surfacing to the proposed base elevation prior to paving. Place first lift of pavement prior to opening to traffic and within 24 hours of removing the salvaged bituminous material.

Include all costs for temporary placement and the subsequent removal of the salvaged

bituminous surfacing in the bid item for Remove and Salvage Bituminous Surfacing. If the Engineer and Contactor agree in writing, plan quantity can be used as the method of measurement in lieu of weighing.

401-100 TACK COAT: When MS-1 is used for tack coat, it may be diluted by the supplier or the

Contractor. 411-P01 MILLING PAVEMENT SURFACE: Change the 5 day requirement in the last sentence of

specification 411.04 to 10 calendar days in the area from RP 1.5387 to RP 6.1203.

420-P01 BITUMINOUS SEAL COAT – Perform final sweeping just prior to placing RAP Superpave FAA 45 overlay.

430-P01 RECYCLED ASPHALT PAVEMENT: In addition to the items required in Section 430.04

D.2, "Items to be Submitted", submit a 165 pound sample of milled material 430-P02 RAP SUPERPAVE FAA 45: Construct all pavement as specified in Section 430.04 I.3,

“Ordinary Compaction”. 704-001 TRAFFIC CONTROL FOR UNEVEN PAVEMENT: The supplementary plaque identifying

the length of uneven pavement in Section 704.04 O of the Standard Specifications shall be sign W20-52-54.

704-P01 TRAFFIC CONTROL FOR BITUMINOUS PAVEMENT: Provide traffic control consisting

of a temporary road closure, flagging, and a pilot car.

Traffic control device quantities are based on a 6 mile limitation and the list below. Provide additional devices at no additional cost to the Department.

1. Standard D-704-15, layout A for temporary road closure during paving operations. 2. Standard D-704-20, layout G for intersecting routes. 3. Standard D-704-22, layouts K and L for trucks hauling material. 5. Standard D-704-26, layouts CC, EE, GG, and KK as applicable.

704-P02 TRAFFIC CONTROL FOR RUMBLE STRIPS: Maintain traffic at all times. The Traffic

Control Devices List has been developed using the following layouts on the Standard Drawings for traffic control:

D-704-15, Type A for temporary one lane closure using flagger for cutting in centerline rumble strips.

D-704-27, for the fog sealing and striping operations. For cutting in centerline rumble strips, provide traffic control as described below:

Provide, at a minimum, 2 sets of signs for D-704-15, Layout A. This Traffic control requires a minimum of two flaggers working at all times. Limit the work zone to 3 miles or less. Ensure signs and flaggers are in place prior to starting the rumble strip operation. Include the cost of moving the signs in the price bid for “Traffic Control Signs.” Both sets of signs shown in D-704-15, Layout A, will be paid for. Any other method of traffic control must be approved by the engineer prior to use in the field. For shoulder rumble strips, use either the method described above or use Standard Drawing D-704-56.

704-P03 TRAFFIC CONTROL FOR MILLING TRANSITIONS: Use D-704-26, Type EE and Type Z after milling the transitions at the begin/end project and bridge ends to show the location of the bump and to reduce the speed to 35 MPH. Place the “Bump” sign after the speed zone.

http://safetydata.fra.dot.gov/Officeofsafety/

Revised 5/13/15

NOTES

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SHEET NO.

ND SOIB-5-022(092)000 6 2





704-P04 TRAFFIC CONTROL FOR BRIDGE DECK OVERLAYS: Use D-704-31 Non-signalized Low Volume One Lane Closure for bridge deck overlay work. D-704-15, Type A may be used in conjunction with D-704-31 during work hours if authorized by the engineer.

704-P05 TRAFFIC CONTROL FOR SUBCUTS: Use D-704-31 Non-signalized Low Volume One

Lane Closure for subcut lane closures. D-704-15, Type A may be used in conjunction with D-704-31 during work hours if authorized by the engineer.

704-P06 MAINTAINING TRAFFIC: If public traffic is operating in an area with a drop-off greater

than 2 inches, construct a temporary wedge composed of aggregate or salvaged bituminous material with a foreslope of 4:1 or flatter and install delineator drums along the edge of the driving lane.

The Engineer will not measure material used to construct the wedge. The cost of the temporary wedge and the aggregate or salvaged bituminous material required for this operation shall not be paid for separately but shall be included in the price bid for aggregate or earthwork pay items. If a traversable taper wedge cannot be provided, provide 24 hour flagging and pilot car at own expense.

704-P07 TRAFFIC CONTROL FOR SEAL COATS: Provide traffic control consisting of a temporary lane closure, flagging, and a pilot car.

Traffic control device quantities are based on a 5 mile limitation and following list: 1. Standard D-704-15, layout A 2. Standard D-704-20, layout H 3. Standard D-704-22, layouts K and L.

709-P01 GEOSYNTHETIC GEOGRID (TYPE G): Place the first lift of Class 5 aggregate over

geogrid installed on subgrade to a compacted depth of eight inches. Place the second lift to a compacted depth of seven inches.

Place all lifts of Class 5 aggregate at a moisture content not less than 2.0 percentage points below, nor more than 3.0 percentage points above the optimum moisture determined by the engineer. Compact the bottom lift using pneumatic-tired rollers. Use “jumping jack” compactors around the edges and where pneumatic-tired rollers are not feasible. Compact aggregate until no rutting or displacement occurs under the compaction equipment. Take care not to damage the subgrade by over-compacting. Compact the top lift according to 203.04 C. Use “jumping jack” compactors around the edges and where self-propelled rollers are not feasible.

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8

SOIB-5-022(092)000 1

REVISED 05/13/2015

SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----

103 0100 CONTRACT BOND L SUM 1 1

107 0100 RAILWAY PROTECTION INSURANCE L SUM 1 1

202 0121 REMOVE & SALVAGE BITUMINOUS SURFACING TON 1,072 1,072

203 0138 COMMON EXCAVATION-SUBCUT CY 771 771

216 0100 WATER M GAL 40 40

302 0120 AGGREGATE BASE COURSE CL 5 TON 2,009 2,009

401 0050 TACK COAT GAL 17,750 17,750

411 0100 MILLING PAVEMENT SURFACE TON 12,245 12,245

420 0111 CRS2P EMULSIFIED ASPHALT GAL 30,106 30,106

420 0125 COVER COAT MATERIAL CL 41 TON 775 775

430 0145 RAP - SUPERPAVE FAA 45 TON 36,341 36,341

430 6428 PG 64-28 ASPHALT CEMENT TON 1,490 1,490

616 0360 STRUCTURAL STEEL LBS 339 339

650 0704 OVERLAY CONCRETE CY 59 59

650 0710 CLASS 1-H REMOVAL SY 1,192 1,192

650 0711 CLASS 2-H REMOVAL SY 67 67

702 0100 MOBILIZATION L SUM 1 1

704 0100 FLAGGING MHR 1,000 1,000

704 1000 TRAFFIC CONTROL SIGNS UNIT 5,628 5,628

704 1052 TYPE III BARRICADE EA 24 24

704 1060 DELINEATOR DRUMS EA 60 60

704 1067 TUBULAR MARKERS EA 250 250

704 1185 PILOT CAR HR 500 500

706 0550 BITUMINOUS LABORATORY EA 1 1

706 0600 CONTRACTOR'S LABORATORY EA 1 1

709 0100 GEOSYNTHETIC MATERIAL TYPE G SY 4,823 4,823

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 5 5

754 0112 FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING SF 6 6

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 30 30

760 0005 RUMBLE STRIPS - ASPHALT SHOULDER MILE 23.84 23.84

760 0007 RUMBLE STRIPS - ASPHALT CENTERLINE MILE 11.92 11.92

760 0009 RUMBLE STRIPS - INTERSECTION EA 1 1

762 0103 PVMT MK PAINTED-MESSAGE SF 265 265

ESTIMATE NUMBER: 16046 RUN DATE: 05/13/2015 TIME: 11:19:35

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTION

NO.SHEETNO.

ND 8

SOIB-5-022(092)000 2

REVISED 05/13/2015

SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----

762 0430 SHORT TERM 4IN LINE-TYPE NR LF 191,558 191,558

762 0442 SHORT TERM MESSAGE-TYPE NR SF 795 795

762 1104 PVMT MK PAINTED 4IN LINE LF 169,663 169,663

ESTIMATE NUMBER: 16046 RUN DATE: 05/13/2015 TIME: 11:19:35





Revised 5/13/15

5/14/2015 7:39:04 AM R:\project\50022000.092\district\MiR Plans\010BE_001_Basis.docm


SHEET NO.

ND SOIB-5-022(092)000 10 1

Basis of Estimate

Reference Points Bridge End Subcuts RR Crossing Subcuts Reference Points

RP 0.000 to RP 1.4724 RP 1.4724 to RP 1.4818 RP 11.1362 to RP 11.1741 RP 1.5387 to RP 6.1203

RP 6.1971 to RP 11.1362 RP 1.5122 to RP 1.5387 RP 11.1759 to RP 11.1911

RP 11.1911 to RP 11.9180 RP 6.1203 to RP 6.1544

RP 6.1876 to RP 6.1971

Tot. Length 7.1384

Tot. Length 0.0795

Tot. Length 0.0531

Tot. Length

4.5816

Material Unit Width (ft) Quantity per Mile

Width (ft)

Quantity per Mile Width (ft)

Quantity per Mile

Width

Quantity per Mile

Tack Coat @ 0.05 Gal/SY (1st Lift) Gal 32 939 31 909 31 909 -- --

Tack Coat @ 0.05 Gal/SY 2nd Lift) Gal 30.5 895 31 909 31 909 30.5 895

Tack Coat @ 0.05 Gal/SY (3rd Lift) Gal - - 31 909 31 909 - -

RAP - Superpave FAA 45 @ 2 Ton/CY Ton 29 2995 31 5559 31 5559 29 2995

PG 64-28 Asphalt Cement @ 4.1 % Ton 29 122.8 31 228 31 228 29 122.8

Milling Pavement Surface @ 2 Ton/CY (RAP) Ton 32.25 1031 - - - - 32.25 1031

Remove and Salvage Bituminous Surfacing @ 2 Ton/CY (based on 8") Ton - - 31 8083 31 8083 - -

Common Excavation - Subcut CY - - 31 5810 31 5810 - -

Aggregate Base Course CL 5 @ 1.875 Ton/CY Ton - - 31 14204 31 14204 - -

Geosythetic Material Type G (Bottom Layer) SY - - 31 18187 31 18187 - -

Geosythetic Material Type G (Top Layer) SY - - 31 18187 31 18187 - -

CRS2P Emulsified Asphalt @ 0.35 Gal/SY) GAL - - - - - - 32 6571

Cover Coat Material Class 41 @ 18 lbs/SY) Ton - - - - - - 32 169

Existing Striping Locations

Yellow Northbound Barrier Yellow Southbound Barrier Yellow Centerline Broken Stripe

Start RP

End RP Basis Quantity (LF) Start RP

End RP

Basis Quantity (LF) Start RP

End RP

Basis Quantity (LF)

0.881 1.178 5280 LF/mile 1,568 1.069 1.386 5280 LF/mile 1,674 0.000 1.069 1320 LF/mile 1,411



4.056 4.177 5280 LF/mile 639 4.207 4.368 5280 LF/mile 850 3.435 5.024 1320 LF/mile 2,097



7.537 7.879 5280 LF/mile 1,806 7.748 8.090 5280 LF/mile 1,806 11.604 11.847 1320 LF/mile 321

9.100 9.210 5280 LF/mile 581 9.210 9.352 5280 LF/mile 750 White Edge Line

9.984 10.105 5280 LF/mile 639 10.185 10.305 5280 LF/mile 634 0.000 11.919 10,560 LF/mile 125,865

10.345 10.425 5280 LF/mile 422 10.495 10.565 5280 LF/mile 370

11.076 11.177 5280 LF/mile 533 11.177 11.919 5280 LF/mile 3,918

11.401 11.604 5280 LF/mile 1,072

11.847 11.919 5280 LF/mile 380

Total 13,453 Total 15,625 Total 140,585





Revised 5/13/15

5/14/2015 7:39:04 AM R:\project\50022000.092\district\MiR Plans\010BE_001_Basis.docm


SHEET NO.

ND SOIB-5-022(092)000 10 2

Basis of Estimate

Water for Class 5 Compaction 20 Gal/Ton

Pvmt. Mark Painted Message

Message NB (SF) SB (SF)

RR Cross & 2 R’s 60.5 60.5

3 Bands 72 72

Short Term Pvmt. Marking Message Application Message Quantity (SF)

After Milling NB & SB

RR cross & 2 R’s 3 bands

265

After Bottom Lift of HBP NB & SB


265

After Top Lift of HBP NB & SB


265

Total 795

Short Term Pavement Marking

Application Basis Quantity (LF)

Yellow Centerline After Milling CL Skip 14,719

Barrier 29,077

Yellow Centerline After Seal Coat CL Skip 5,714

Barrier 10,660

Yellow Centerline After Bottom Lift HMA CL Skip 14,719

Barrier 29,077

Yellow Centerline After Top Lift HMA CL Skip 14,719

Barrier 29,077

Yellow Centerline After Rumble Strip Fog CL Skip 14,719

Barrier 29,077

Total 191,558

6:1 6:1

15.5’ 15.5’

31’

36’

38’

4" Hot Bit Pavement

6:1 6:1

15.5’ 15.5’

32.25’

Slope - match existing

38’

6:16:1


38’

14.5’ 14.5’

4:1 or flatter 4:1 or flatter



Slope= 0.021’ /’ varies

1.5’1.5’

RP 0.000 TO RP 11.918

Existing Typical 4" Hot Bit Pavement SC3000

Area = 2.636 SF

1" Milling Pavement Surface

and RP 0.0000 to RP 0.0189

Milling tapers from 1" to 3" from RP 11.8991 to RP 11.9180

RP 11.1911 to RP 11.8991

RP 6.1971 to RP 11.1362

RP 1.5387 to RP 6.1203

RP 0.0189 to RP 1.4724

Removal Typical

Area = 7.658

3" RAP Superpave FAA 45

6:16:1


38’

14.5’ 14.5’

4:1 or flatter 4:1 or flatter

Slope - match existing1.5’1.5’

Area = 7.658

3" RAP Superpave FAA 45

RP 11.1911 to RP 11.9180

RP 6.1971 to RP 11.1362

RP 0.000 to RP 1.4724

Proposed Typical

RP 1.5387 to RP 6.1203

Proposed Typical

32’ Seal Coat Under Overlay

CRS2P

CL 41 Aggregate

Seal Coat

CRS2P

CL 41 Aggregate

Seal Coat

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

5/13/2015 jrfischer R:\project\50022000.092\district\MiR Plans\030TP_001_ typical 1.dgn10:35:21 AM

of Transportation



on and the original

PE- ,

Registration Number



6865

05/13/15

30

1

Typical Sections

ND 22

State Line N to Jct 12 Reeder

Jason R. Fischer

SOIB-5-022(092)000

Revised 05/13/15

SECTION SHEETNO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORKG20-1-60 60"x24" ROAD WORK NEXT __ MILES 2 34 68 48"x48" RIGHT or LEFT SHOULDER CLOSEDG20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.G20-2-48 48"x24" END ROAD WORK 2 19 38 48"x48" SURVEY CREW AHEADG20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 1 18 18 48"x48" BRIDGE PAINTING AHEAD or __ FT.G20-10-108 108"x48" CONTRACTOR SIGN 2 64 128 48"x48" MATERIAL ON ROADWAYG20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 8 37 296 48"x48" FRESH OIL LOOSE ROCK 70

G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 2 30 60 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post) 132

G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 2 59 118

M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10M3-1-24 24"x12" NORTH (Mounted on route marker post) 7M3-2-24 24"x12" EAST (Mounted on route marker post) 7M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7M3-4-24 24"x12" WEST (Mounted on route marker post) 7M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15M4-10-48 48"x18" DETOUR ARROW RIGHT or LEFT 23M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7R1-1-48 48"x48" STOP 13 32 416

R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 4 5 20

R1-2-60 60"x60" YIELD 29R2-1-48 48"x60" SPEED LIMIT __ 26 39 1014

R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 16 10 160 SPECIAL SIGNS

R3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35R4-1-48 48"x60" DO NOT PASS 10 39 390

R4-7-48 48"x60" KEEP RIGHT SYMBOL 39R5-1-48 48"x48" DO NOT ENTER 35R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13R7-1-12 12"x18" NO PARKING 11R10-6-24 24"x36" STOP HERE ON RED 16R11-2-48 48"x30" ROAD CLOSED 28R11-2a-48 48"x30" STREET CLOSED 28R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35W1-6-48 48"x24" LARGE ARROW 6 26 156

W3-1-48 48"x48" STOP AHEAD SYMBOL 6 35 210

W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35 TRAFFIC CONTROL SIGNS TOTAL UNITS

W3-4-48 48"x48" BE PREPARED TO STOP 4 35 140

W3-5-48 48"x48" SPEED REDUCTION AHEAD 8 35 280

W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35W5-1-48 48"x48" ROAD NARROWS 35W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35W8-1-48 48"x48" BUMP 10 35 350

W8-3-48 48"x48" PAVEMENT ENDS 6 35 210

W8-7-48 48"x48" LOOSE GRAVEL 35W8-9a-48 48"x48" SHOULDER DROP-OFF 35W8-11-48 48"x48" UNEVEN LANES 2 35 70

W8-12-48 48"x48" NO CENTER STRIPE 35W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 2 35 70

W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 2 35 70

W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35W12-2-48 48"x48" LOW CLEARANCE SYMBOL 35W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11W13-4-48 48"x60" RAMP ARROW 39W14-3-48 48"x36" NO PASSING ZONE 6 23 138

W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 10 35 350

W20-2-48 48"x48" DETOUR AHEAD or __ FT 35W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 35W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 12 35 420

W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 35W20-7a-48 48"x48" FLAGGING SYMBOL 4 35 140

W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10W20-8-48 48"x48" STREET CLOSED 35W20-51-48 48"x48" EQUIPMENT WORKING 35W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 8 12 96

W21-1a-48 48"x48" WORKERS SYMBOL 35W21-2-48 48"x48" FRESH OIL 35W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT 35

704-1041

TRAFFIC CONES

EACH

762-0420

762-0430

ATTENUATION DEVICE-TYPE B-65ATTENUATION DEVICE-TYPE B-70

EACH

704-3501704-3510

704-1081704-1085704-1086

704-1050704-1051704-1052 TYPE III BARRICADES

772-2110

TYPE I BARRICADESTYPE II BARRICADES

FLASHING BEACON - POST MOUNTED

SEQUENCING ARROW PANEL - TYPE C - CROSSOVERTYPE B FLASHERSPILOT CAR

OBLITERATION OF PVMT MKPORTABLE PRECAST CONCRETE MED BARRIERPRECAST CONCRETE MED BARRIER - STATE FURNISHEDRAISED PAVEMENT MARKERS

704-1088704-1095704-1185

704-1500

TUBULAR MARKERS

DELINEATOR

762-0200

704-1060 DELINEATOR DRUMS

SEQUENCING ARROW PANEL - TYPE ASEQUENCING ARROW PANEL - TYPE BSEQUENCING ARROW PANEL - TYPE C

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC &

CODEUNIT

HR

SFLFEACHEACH

LFLF

FLEXIBLE DELINEATORS

SHORT TERM 4IN LINE - TYPE R

SHORT TERM 4IN LINE - TYPE NR

704-1044704-1043

ATTENUATION DEVICE-TYPE B-55

704-1065704-1067

704-1070704-1072

704-1087

VERTICAL PANELS - BACK TO BACK

EACHEACHEACH

EACH

EACH

EACHEACH

EACH

EACH

60

250

EACH

EACH

EACH

EACH

SIGN

NUMBER

SIGN

SIZEDESCRIPTION

AMOUNT

REQUIRED

W21-5b-48W21-6a-48W21-50-48W21-51-48

W21-5a-48

W22-8-48

UNITS

PER

AMOUNT

UNITS

SUB

TOTAL

SIGN

NUMBER

353535

SIGN

SIZE

W21-5-48

2

12

DESCRIPTION

3535

SOIB-5-022(092)000

UNITS

PER

AMOUNT

35

11

35

AMOUNT

REQUIRED

NOTE:If additional signs are required, units will be calculated using the formula from Section III-19.06 of the Design Manual.http://www.dot.nd.gov/

5628

STATE

ND

PROJECT NO.

EACHEACHEACH

QUANTITY

1000

This document wasoriginally issuedand sealed byJason Fischer,

Registration NumberPE-6865,

on 5/13/15 and theoriginal document

is stored at the North Dakota Department of Transportation.500

24

191558

Traffic Control Devices List

UNITS

SUB

TOTAL

Revised 5/13/2015

5/13/2015 10:57 AM R:\project\50022000.092\district\MiR Plans\100WZ_001_TCDLGOOD.xlsm VERSION: 4.4.2008

Unit Price - North Dakota Department of Transportation · Unit Price $$$$$ 000 $$$$$ 00 PROPOSAL...

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