251 2000TEMPORARY COVER CROP ACRE 214.650 Spec No. Amount Description Unit Approx. Quantity Unit Price $$$$$ 000 $$$$$ 00 PROPOSAL FORM North Dakota Department of Transportation 016

SpecNo.

Amount

Description UnitApprox.Quantity

Unit Price

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

PROPOSAL FORMNorth Dakota Department of Transportation

016Page 5 of 13

4/10/2018

JobApril 13, 2018BID 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: NH-1-003(049)093 (PCN-18810)

Rev: BID ITEMS

CONTRACT BOND 1.001 103 0100 L SUM

CLEARING & GRUBBING 1.002 201 0330 L SUM

REMOVAL OF BITUMINOUS SURFACING 4,930.003 202 0132 SY

REMOVAL OF END SECTION-ALL TYPES & SIZES 84.004 202 0169 EA

REMOVAL OF PIPE ALL TYPES AND SIZES 1,122.005 202 0174 LF

REMOVE EXISTING FENCE 900.006 202 0312 LF

COMMON EXCAVATION-TYPE C 41,338.007 203 0103 CY

TOPSOIL 98,735.008 203 0109 CY

TOPSOIL-DEPT OPTION BORROW AREA 29,201.009 203 0122 CY

COMMON EXCAVATION-SUBCUT 283.010 203 0138 CY

BORROW-EXCAVATION 163,946.011 203 0140 CY

WATER 4,413.012 216 0100 M GAL

SHOULDER PREPARATION 5604.013 230 0125 MILE

SEEDING CLASS II 650214.014 251 0200 ACRE

WETLAND SEED 1901.015 251 1000 ACRE

TEMPORARY COVER CROP 650214.016 251 2000 ACRE

SpecNo.

Amount


Unit Price

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


016Page 6 of 13

4/10/2018


CodeNo.


ItemNo.

Project: NH-1-003(049)093 (PCN-18810)

Rev: BID ITEMS

STRAW MULCH 690439.017 253 0101 ACRE

ECB TYPE 3 5,107.018 255 0103 SY

REMOVE AND REPLACE RIPRAP 253.019 256 0701 CY

SILT FENCE SUPPORTED 41,666.020 260 0200 LF

REMOVE SILT FENCE SUPPORTED 41,666.021 260 0201 LF

FIBER ROLLS 12IN 54,111.022 261 0112 LF

REMOVE FIBER ROLLS 12IN 7,805.023 261 0113 LF

FIBER ROLLS 20IN 160.024 261 0120 LF

REMOVE FIBER ROLLS 20IN 80.025 261 0121 LF

FLOTATION SILT CURTAIN 2,323.026 262 0100 LF

REMOVE FLOTATION SILT CURTAIN 2,323.027 262 0101 LF

STABILIZED CONSTRUCTION ACCESS 3.028 265 0100 EA

REMOVE STABILIZED CONSTRUCTION ACCESS 3.029 265 0101 EA

AGGREGATE BASE COURSE CL 5 78,673.030 302 0120 TON

TACK COAT 35,492.031 401 0050 GAL

PRIME COAT 16,878.032 401 0060 GAL

SpecNo.

Amount


Unit Price

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


016Page 7 of 13

4/10/2018


CodeNo.


ItemNo.

Project: NH-1-003(049)093 (PCN-18810)

Rev: BID ITEMS

MILLING PAVEMENT SURFACE 3,805.033 411 0105 SY

SUPERPAVE FAA 43 64,284.034 430 0043 TON

CORED SAMPLE 236.035 430 1000 EA

PG 58S-34 ASPHALT CEMENT 3,798.036 430 5815 TON

MOBILIZATION 1.037 702 0100 L SUM

FLAGGING 4,000.038 704 0100 MHR

TRAFFIC CONTROL SIGNS 5,654.039 704 1000 UNIT

PORTABLE RUMBLE STRIPS 2.040 704 1048 EA

TYPE III BARRICADE 6.041 704 1052 EA

DELINEATOR DRUMS 75.042 704 1060 EA

TUBULAR MARKERS 396.043 704 1067 EA

STACKABLE VERTICAL PANELS 45.044 704 1080 EA

PILOT CAR 2,000.045 704 1185 HR

AGGREGATE LABORATORY 1.046 706 0500 EA

BITUMINOUS LABORATORY 1.047 706 0550 EA

CONTRACTOR'S LABORATORY 1.048 706 0600 EA

SpecNo.

Amount


Unit Price

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


016Page 8 of 13

4/10/2018


CodeNo.


ItemNo.

Project: NH-1-003(049)093 (PCN-18810)

Rev: BID ITEMS

GEOSYNTHETIC MATERIAL TYPE G 327.049 709 0100 SY

GEOSYNTHETIC MATERIAL TYPE R1 2,492.050 709 0151 SY

GEOSYNTHETIC MATERIAL TYPE RR 379.051 709 0155 SY

PIPE CONC REINF 15IN CL III 220.052 714 0205 LF



CURED-IN-PLACE PIPE-15IN 204.055 714 2515 LF



END SECT-CONC REINF 15IN 31.058 714 3005 EA



PIPE CONDUIT 18IN-APPROACH 133.061 714 4099 LF

PIPE CONDUIT 24IN 227.062 714 4105 LF



SpecNo.

Amount


Unit Price

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


016Page 9 of 13

4/10/2018


CodeNo.


ItemNo.

Project: NH-1-003(049)093 (PCN-18810)

Rev: BID ITEMS


PIPE CORR STEEL .064IN 12IN 35.066 714 5000 LF


PIPE CORR STEEL .064IN 18IN 2,138.068 714 5015 LF


END SECT CORR STEEL .064IN 12IN 2.070 714 5800 EA




CATTLE PASS CONC INTERMED SECTION 18.074 714 9200 LF

REMOVE & RELAY CONC CATTLE PASS END SECTION 2.075 714 9611 EA

REMOVE & RELAY PIPE-ALL TYPES & SIZES 104.076 714 9659 LF

REMOVE & RELAY END SECTION-ALL TYPE & SIZES 12.077 714 9660 EA

PLUG PIPE-ALL TYPES & SIZES 1.078 714 9680 EA

RIGHT OF WAY MARKERS 71.079 720 0110 EA

IRON PIN R/W MONUMENTS 2.080 720 0130 EA

SpecNo.

Amount


Unit Price

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


016Page 10 of 13

4/10/2018


CodeNo.


ItemNo.

Project: NH-1-003(049)093 (PCN-18810)

Rev: BID ITEMS

IRON PIN REFERENCE MONUMENTS 69.081 720 0135 EA

FENCE BARBED WIRE 4 STRAND 920.082 752 0200 LF

TEMPORARY FENCE 406.083 752 0905 LF

TEMPORARY SAFETY FENCE 400.084 752 0911 LF

VEHICLE GATE 6.085 752 2100 EA

REMOVE VEHICLE GATE 6.086 752 2120 EA

CORNER ASSEMBLY BARBED WIRE 6.087 752 3140 EA

FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING 157.088 754 0110 SF

FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING 323.089 754 0112 SF

DELINEATORS-TYPE A 68.090 754 0150 EA

STEEL GALV POSTS-TELESCOPING PERFORATED TUBE 1,212.091 754 0206 LF

REFERENCE MARKER-TYPE B 6.092 754 0562 EA

REFERENCE MARKER-TYPE C 14.093 754 0563 EA

RESET SIGN PANEL 34.094 754 0592 EA

OBJECT MARKERS - TYPE III 4.095 754 0803 EA

OBJECT MARKERS - CULVERTS 248.096 754 0805 EA

SpecNo.

Amount


Unit Price

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


016Page 11 of 13

4/10/2018


CodeNo.


ItemNo.

Project: NH-1-003(049)093 (PCN-18810)

Rev: BID ITEMS

RUMBLE STRIPS - ASPHALT SHOULDER 11439.097 760 0005 MILE

RUMBLE STRIPS - ASPHALT CENTERLINE 55719.098 760 0007 MILE

RUMBLE STRIPS - INTERSECTION 2.099 760 0010 SET

PVMT MK PAINTED-MESSAGE 48.100 762 0103 SF

SHORT TERM 4IN LINE-TYPE NR 237,703.101 762 0430 LF

PVMT MK PAINTED 4IN LINE 297,370.102 762 1104 LF

PVMT MK PAINTED 8IN LINE 1,007.103 762 1108 LF

PVMT MK PAINTED 24IN LINE 193.104 762 1124 LF

MAILBOX-ALL TYPES 14.105 766 0100 EA

POLYURETHANE FOAM - 90 LBS 91.106 930 3639 GAL

PIPE CLEANOUT 18.107 990 0400 EA

TOTAL SUM BID

NOTES

4/10/2018 11:01:02 AM K:\Projects\2016\16.101.0086 NDDOT - ND Hwy 3 Steele N to Tuttle\10003093.049\Design\006_Notes\006NT_001_notes.docm

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND NH-1-003(049)093 6 1

This document was originally issued and sealed by

Jason P. Gullicks,, Registration Number

PE-4792, on 04/10/2018 and the

original document is stored at the North Dakota Department of Transportation.

Revised 04/05/18 Revised 04/10/18

GENERAL NOTES 105-P01 UTILITIES: The vertical and horizontal utility locations shown in the plans are

approximate. Plan locations should not be interpreted as exact for bidding or construction purposes.

105-P02 UTILITIES: Potentially two utility relocations/adjustments are planned as identified in

the Utility Conflict Summary Sheets (provided as a Supplemental Design Data for the project). All other utilities on the project need to be protected and remain in place.

107-P01 MAINTAINING TRAFFIC – DROP-OFFS: If, at the end of the work-day, drop-offs

greater than 2 inches and less than 18 inches or slopes steeper than 4:1 exist between the edge of a traffic lane and the outside edge of the proposed roadway, perform one of the following actions: Construct a traversable wedge in the area of the drop-off or steep slope; or Close the lane adjacent to the drop-off or steep slope and provide 24-hour

flagging or pilot car operations.

When constructing a wedge, construct a wedge composed of aggregate or earthen materials with a 4:1 or flatter slope along the entire length of the area. Compact materials using Type C compaction, as specified in 203.04 E.4, "Compaction Control Type C." Install stackable vertical panels that meet the requirements of Section 704.03 H, "Stackable Vertical Panels", along the edge of the driving lane closest to the wedge. The Engineer will measure stackable vertical panels as specified in Section 704.05, "Method of Measurement" and will pay for panels as specified in Section 704.06, "Basis of Payment." The Engineer will not measure material used to construct the wedge. Include the cost of materials, equipment, labor, and incidentals required for this operation in the price bid for “Aggregate Base Course Cl 5.” If a 4:1 or flatter wedge is not installed, provide 24 hour flagging or pilot car operations and associated traffic control at no additional cost to the Department. The requirements of Section 704.04 O, "Traffic Control for Uneven Pavement" apply to drop-offs created by milling or the placement of hot mix asphalt.

108-100 WEEKLY PLANNING & REPORTING MEETING: A weekly planning and reporting meeting is required.

202-P01 REMOVAL OF PIPE-ALL TYPES & SIZES: At locations where a portion of metal pipe

is removed, vertically cut metal pipe at the removal limit prior to the removal and extension. Include all costs associated with cutting the pipe in the unit price bid for "Removal of Pipe-All Types & Sizes.”

202-P02 REMOVAL OF BITUMINOUS SURFACING: At approaches where bituminous

surfacing is removed, saw bituminous surfacing at 20 feet LT or RT and at the tie in location.

203-010 SHRINKAGE: 25 percent additional volume is included for shrinkage in earth

embankment. 203-P01 COMPACTION AND DENSITY CONTROL: Compact material for sliver grading as

specified in Section 203.04 E.4, Compaction Control, Type C. 203-P02 COMMMON EXCAVATION-SUBCUT: Incorporate Common Excavation-Subcut

material into sliver widening. Include all cost for subcut, hauling, placing and compacting material in the unit price bid for “Common Excavation-Subcut.” Engineer will measure Common Excavation-Subcut at plan quantity.

203-P03 ROADWAY OBLITERATION: Obliterate section line roadway from Sta 5978+00 Lt to

5982+50 Bk Lt and approaches at Sta 5976+85 Bk Lt and Sta 5980+30 Ahd Rt as shown in section 60. At approach locations, grade ditches to drain and at section line road location, grade to connect adjacent wetlands. Excavation, including gravel, and topsoil quantities have been included in the bid items for “Common Excavation-Type C” and “Topsoil.”

256-P01 REMOVE AND REPLACE RIPRAP: Remove and relay existing riprap at locations

shown on the plans. Include all costs for removing and relaying the existing riprap in the unit price bid for "Remove and Replace Riprap.” Geosynthetic Material Type RR will be paid separately.

261-P01 TEMPORARY EROSION CONTROL WITHIN WETLANDS: Fiber Rolls and Silt

Fence have been provided for placement at the back-side of the earthen berm at the perimeter of the work area at wetlands. If there is no standing water within the adjacent wetland, immediately seeding and mulching of the earthen berm may replace the fiber roll. If seed/mulch is not immediately applied, fiber rolls or silt fence are required. Fiber rolls will still be required at the weirs within the berm. Temporary seed mix and mulch for this use will be paid for as “Temporary Cover Crop” and “Straw Mulch.”

261-P02 EROSION CONTROL MATERIALS: Prior to ordering erosion control materials, verify

quantities with the Field Engineer.

NOTES

4/10/2018 11:01:02 AM K:\Projects\2016\16.101.0086 NDDOT - ND Hwy 3 Steele N to Tuttle\10003093.049\Design\006_Notes\006NT_001_notes.docm

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND NH-1-003(049)093 6 2

This document was originally issued and sealed by

Jason P. Gullicks,, Registration Number

PE-4792, on 04/10/2018 and the

original document is stored at the North Dakota Department of Transportation.

Revised 04/05/18 Revised 04/10/18

430-P01 SUPERPAVE FAA 43: Use approximately ¼” of the 3” overlay for blade leveling before the overlay is applied. Place the blade leveling in a single motor grader pass across the full width of the driving lane. Compact the material with a pneumatic roller prior to the overlay. Place 1” of material for bottom lift of overlay and compact as specified in Section 430.04 I.3, Ordinary Compaction. Place 1 ¾” of material for top lift and compact as specified in Section 430.04 I.2, Calculated Density. Include all costs in the unit price bid for "Superpave FAA 43” and “PG 58S-34 Asphalt Cement.”

704-100 TRAFFIC CONTROL SUPERVISOR: Provide a Traffic Control Supervisor. 704-255 TRAFFIC CONTROL FOR SHOULDER DROP-OFF: If the shoulder and adjacent

driving lane are not even at the end of the day, the following criteria will apply: Place the following sign assembly at the locations listed below. Sign Assembly: Sign No. W8-9a-48 "Shoulder Drop Off" and supplemental plate Sign No. W20-52-54 to identify the distance. Locations: In advance of the drop off; Spaced at each mile from the advance sign; and At major intersections (CMC routes, state and US highways, and Interstate

Ramps).

If the difference in elevation between the shoulder and the driving lane is 2" or greater, construct a slough on the driving lane that is 4:1 or flatter. If the difference in elevation between the shoulder and driving lane is less than 2", no slough is required. Sign assemblies will be measured and paid for according to Section 704 "Temporary Traffic Control."

704-500 PORTABLE RUMBLE STRIPS (PRS): Use PRS made of rubber or engineered

polymers.

Install PRS that meet the following criteria: Have no adhesives or fasteners required for placement; Have a manufacture’s speed rating that meets or exceeds the posted speed

limit; and Each strip in the array must weigh a minimum of 100 pounds.

Use individual PRS constructed in one of the following manners:

A single piece; Inter locking segments; or Two pieces hinged at the midpoint.

An installed array of PRS consists of a minimum of 3 individual strips.

Move rumble strips with the flagging operation. Do not place rumble strips on horizontal curves. The Engineer will count and measure each array as one unit. Include the cost of providing, installing, maintaining, and relocating PRS in the unit price bid for “Portable Rumble Strips”.

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-704-2 2. Standard D-704-15, layout A 3. Standard D-704-17 4. Standard D-704-20, layout G 5. Standard D-704-22, layouts K and L 6. Standard D-704-24, layouts R and S 7. Standard D-704-26, layouts BB, EE, GG, JJ and KK 8. Standard D-704-27 9. Standard D-704-56

When installing layout G from Standard D-704-20, move sign W3-5-48 and the sign assembly containing signs R2-1-48 and R2-1a-24 with the work area as it progresses through the construction zone. Place the R2-1-48 assembly a minimum of 500 feet in advance of flagging signs. Place flaggers and traffic control devices as shown on Standard 704-15, layout A at the following intersections when the lane closure spans across them:

1. I-94 Exit Ramps 2. ND 36

704-P02 TEMPORARY WIDENING AT PIPE REPLACEMENTS: Use Borrow-Excavation to

construct temporary widenings at pipe replacement locations. When temporary widening is no longer required, incorporate material into sliver widening. Include all cost for hauling, placing, compacting of this material for both uses in the unit price bid for “Borrow-Excavation.” Payment will be made one time for the double use of this material.

714-P01 PIPE REPLACEMENT COMPACTION AND DENSITY

CONTROL: Compact material for pipe replacements as specified in Section 714.04 A.7 and Section 714.04 A.8, Compaction Control, Type A.

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/10/2018 derek.anderson K:\Projects\2016\16.101.0086 NDDOT - ND Hwy 3 Steele N to Tuttle\10003093.049\Design\Addendum 3\008QS_001.dgn9:58:54 AM

NH-1-003(049)093 8 1

Estimate of Quantities

ND 3

Revised 04/10/18

CoringApproach Paving Summary Table

Mainline & Shoulders Paving Summary Table

Cumulative Paving Summary Table

Water

Rumble Strips-Shoulder

Pipe Cleanout

Rumble Strips-Intersection

Shoulder PreparationRumble Strips-Centerline

CIPP Table

Polyurethane Foam

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/10/2018 derek.anderson K:\Projects\2016\16.101.0086 NDDOT - ND Hwy 3 Steele N to Tuttle\10003093.049\Design\Addendum 3\010BE_001_Basis of Estimate.dgn9:59:08 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

10

NH-1-003(049)093 2

Basis of Estimate

ND 3

7107

Derek Anderson,

04/10/18

Revised 04/10/18

25000

35000

0

Cu

mulative V

olu

me (

CY)

Mass Haul Diagram

Station

5004+00

5000

15000

-25000

-35000

-15000

-5000

-45000

25000

35000

5000

15000

-5000

-15000

-45000

-35000

-25000

Average Haul= 54.09 Sta

Exc. Hauled= 36,960 Sta

Haul= 199,943,941 CY-Sta


Exc Hauled= 8,305 CY

Haul= 10,179,131 CY-Sta


Exc Hauled= 473 CY

Haul= 195,362 CY-Sta


Exc. Hauled= 41,576 CY

Haul= 482,806,382 CY-Sta



Haul= 19,021,832 CY-Sta



Haul= 384,707,869 CY-Sta

5981+00

50,0

00 S

Y

Borro

w Site 1

5027+00

25,0

00 C

Y

Borro

w Site 2

5294+00

88,9

47 C

Y

Borro

w Site 4

5772+00

0

5100+00 5200+00 5300+00 5400+00 5500+00 5600+00 5700+00 5800+00

5900+00



Haul= 1,838,468,540 CY-Sta



Haul= 741,614,023 CY-Sta

7107

04/06/18

11

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

4/6/2018 derek.anderson K:\Projects\2016\16.101.0086 NDDOT - ND Hwy 3 Steele N to Tuttle\10003093.049\Design\011_Data Tables\011DT_023_MH_Mass Haul.dgn10:05:29 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

NH-1-003(049)093

Mass Diagram

ND 3

23

Derek Anderson,

Revised 04/06/18

Documents

251 2000TEMPORARY COVER CROP ACRE 214.650 Spec No. Amount Description Unit Approx. Quantity Unit Price $$$$$ 000 $$$$$ 00 PROPOSAL FORM North Dakota Department of Transportation 016