mt-54401_BiddleEast_Plans_with_EEBACS_summary_page.pdf

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J -

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,700 1,700

A0140 15801-0000 WATERING FOR DUST CONTROL MGAL 1,568 32 1,600

A0160 20101-0000 CLEARING AND GRUBBING ACRE 3.2 3.2 Contract Quantity

A0180 20301-2400 REMOVAL OF SIGN EACH 5 5

A0200 20401-0000 ROADWAY EXCAVATION CUYD 1,194 1,194 Contract Quantity

A0220 20411-0000 SELECT BORROW TON 26,717 84 699 27,500

A0240 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP HEADWALL) CUYD 6 6

A0260 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR) CUYD 7 7

A0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 629 21 650

A0300 30302-6000 ROADWAY RECONDITIONING LNFT 43,719 43,719 Contract Quantity

A0320 31103-3000 STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IMPORTED

AGGREGATE TON 52,463 1,537 54,000

A0360 31110-0000 CALCIUM CHLORIDE TON 936 29 965

A0380 60201-0800 24-INCH PIPE CULVERT LNFT 80 4 84

A0400 60201-1000 36-INCH PIPE CULVERT LNFT 108 2 110

A0420 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

A0440 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 3 3

A0460 61903-0900 CATTLE GUARD, 28 FEET EACH 8 8

A0480 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0500 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH

WIDTH HOUR 20

A0520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A0540 62301-0000 GENERAL LABOR HOUR 20

A0560 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 2.0 2.0 Contract Quantity

A0580 62503-0000 TURF ESTABLISHMENT SLRY 15 1 16

A0600 63302-0000 SIGN SYSTEM SQFT 88 88

A0620 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

A0640 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 50 50

A0660 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 50 50

A0680 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 265 265

A0700 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 4,000 4,000

MileStone: Signoff Date Completed: In Progress Report Date: 08/20/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

7:

A

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Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B.1DOT 544(1)MT

SHEET

NUMBER

1,428 140 1,568 MGAL

43,719 43,719 LNFT

46,095 6,368 52,463 TON

[1] Quantities are based on the following:

1. 50 MGAL/mile for roadway reconditioning and dust control.

2. 0.022 MGAL/TON for imported surface course aggregate.

30302-6000 Stabilized aggregate surface course, calcium chloride, imported aggregate31103-3000

Unit Remarks

Based on 1.93 TON/CUYD

TotalTypical No. 1

Typical No. 2

FOOTNOTE:

Description

TYPICAL SECTION QUANTITIES

Based on 1.85% by dry weight of Item 31103-3000

31110-0000 Calcium chloride 822 114 936 TON

15801-0000 Watering for dust control [1]

Item Number

Roadway reconditioning

STATE PROJECT

DOT 544(1) C.1MT

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SHEET

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

1. See sheet E.1 for approach road quantities.

[1] Unadjusted quantity. Includes conserved topsoil.

[2] Based on conserved topsoil depth of 4 inches.

[3] See sheets H.1-H.3.

[4] Based on 1.93 TON/CUYD.

5.31 1 6.63

4.50 1

ROADWAY QUANTITIES

Milepost Station to Station

Item 20101-0000 Clearing and grubbing

(ACRE)

Item 20401-0000 Roadway excavation

(CUYD) [1]

Item 20411-0000 Select borrow

(TON) [4]

Conserved topsoil

(CUYD)

FOR INFORMATION

ONLY [2]

Item 62406-0300 Placing conserved topsoil, 4-inch depth (ACRE)

Item 62503-0000 Turf establishment

(SLRY)

0.8 6

2.87 - 3.23 51+25 to 70+50 1.0 341 10,027 332 0.6 5

0.39 - 0.86 11+40 to 36+00 1.2 310 11,525

2.34 1

0.6 4 Total 3.2 1,194 26,717 952 2.0 15

3.66 - 3.98 80+50 to 97+00 1.0 543 5,165

ITEM 61903-0900

CATTLE GUARD,

28 FEET [3]

Milepost Quantity

(EACH)

1.08 1

Total 8

NOTE:

FOOTNOTE:

7.48 1

8.24 1

9.45 1

STATE PROJECT

DOT 544(1) D.1MT

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SHEET

NUMBER

TABULATION OF PLAN AND

PROFILE QUANTITIES

GPK FILE DATED AUG 31, 2017

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

17100 340323.437 3044688.930 3270.165 45°06'16.82333" -105°19'47.80850" 3221.53 0.999785127 5/8" IR w/ 2.5" FHWA AC 1.

17101 339747.624 3045646.279 3265.922 45°06'10.64251" -105°19'34.90686" 3217.296 0.999786307 5/8" IR w/ 2.5" FHWA AC

17102 339284.693 3046732.511 3267.532 45°06'05.50645" -105°19'20.12779" 3218.919 0.999787043 5/8" IR w/ 2.5" FHWA AC

17103 332666.468 3055015.678 3365.236 45°04'55.87500" -105°17'29.76522" 3316.732 0.999793463 5/8" IR w/ 2.5" FHWA AC

17104 332306.551 3055666.636 3361.943 45°04'51.98103" -105°17'20.97534" 3313.448 0.999794243 5/8" IR w/ 2.5" FHWA AC

17105 331918.237 3056834.281 3384.694 45°04'47.53250" -105°17'05.01660" 3336.215 0.999793869 5/8" IR w/ 2.5" FHWA AC

17106 330817.148 3059041.008 3359.577 45°04'35.50290" -105°16'35.13404" 3311.129 0.999796994 5/8" IR w/ 2.5" FHWA AC

17107 330470.413 3059622.683 3348.973 45°04'31.77459" -105°16'27.30030" 3300.535 0.999798098 5/8" IR w/ 2.5" FHWA AC

17108 330282.839 3060124.848 3369.423 45°04'29.65774" -105°16'20.45358" 3320.988 0.999797462 5/8" IR w/ 2.5" FHWA AC

M218 339302.578 3047025.170 3266.347 45°06'05.52872" -105°19'16.04002" 3217.736 0.999787096 NGS Mark M 218 (PID#QU0159)

PROJECT : BIDDLE EAST

DATE OF FIELD WORK : 8/2017

DATE OF FINAL ADJUSTMENT : 8/2017

PROJECT UNITS : INTERNATIONAL FOOT

COORDINATE SYSTEM : MT SPCS (2500) NAD83

EPOCH DATE : 2011

VERTICAL DATUM : NAVD88 based on Geoid 12B

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

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STATE PROJECT

D.6

SHEET

NUMBER

DOT 544(1)MT

SURVEY CONTROL

1. See sheet E.2 for approach road details.

[1] Based on 1.93 TON/CUYD.

0.41 RT 8

0.10 RT 0 12

0.24 LT 0 18

NOTE:

FOOTNOTE:

APPROACH ROAD QUANTITIES

Milepost Item 20411-0000

Select borrow

(TON) [1]

Item 30202-2000 Roadway aggregate, method 2

(TON) [1]

0.03 RT 0

0.59 LT 18 23

0.75 RT 32 63

0.26 LT 0 18

0.27 RT 0 15

1.00 LT 0 11

1.12 LT 0 10

0.84 RT 2 52

0.86 LT 4 23

1.63 RT 0 13

3.94 RT 20 14

1.31 LT 0 15

1.31 RT 0 15

5.30 RT 0 15

6.63 RT 0 11

4.42 LT 0 11

4.75 RT 0 11

7.77 LT 0 8

7.78 RT 0 125

6.83 LT 0 13

7.52 LT 0 15

8.57 RT 0 13

8.88 LT 0 11

8.35 RT 0 11

8.41 LT 0 15

Total 84 629

9.04 RT 0 8

9.44 RT 0 13

STATE PROJECT

DOT 544(1) E.1MT

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SHEET

NUMBER

TABULATION OF APPROACH

ROAD QUANTITIES

10.4 x 16 25101 -0200

25101 -0200

60201 -0800

60201 -1000

60704 -0000

60705 -0000

Milepost

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REMARKS

See below for numbered footnotes

FEET CUYD CUYD CUYD LNFT LNFT EACH EACH Lt Rt

1.17 2 1

1.84 4 2

2.48 15 667 6 80 x/P 3

2.76 1 1 2

3.78 1 50 52 C

3.80 4 86 56 C

4.95 1

6.93 2 2

8.42 1

PROJECT TOTAL 803 7 6 80 108 2 3

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the thickness required 1. Twin pipe installation. AS Aluminized steel by the Std. 602-1 fill height table. 2. Energy dissipator at outlet. See sheet G.2. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the 3. Riprap headwall at inlet. See sheet G.2. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic

3. Aluminum pipe culvert minimum wall thickness is the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material

4. See Std. 602-7 for acceptable concrete cell class. except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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STATE PROJECT

G.1

SHEET

NUMBER

DOT 544(1)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

EACH 6

EACH 50

EACH 50

FIX HR RATE 4,000

1 G20-1 ROAD WORK NEXT 10 MILES 36 x 18 2 9.0 2 G20-2 END ROAD WORK 36 x 18 3 13.5 3 W20-1 ROAD WORK AHEAD 36 x 36 7 63.0 4 W20-3 ROAD CLOSED 500 FT 36 x 36 2 18.0 5 W20-3 ROAD CLOSED 1000 FT 36 x 36 2 18.0 6 W13-1P XX MPH (ADVISORY SPEED) 24 x 24 2 8.0 7 W20-7 FLAGGER (SYMBOL) 36 x 36 4 36.0 8 W3-4 BE PREPARED TO STOP 36 x 36 4 36.0 9 R11-2 ROAD CLOSED 48 x 30 2 20.0 10 R11-3a ROAD CLOSED 2 MILES AHEAD… 60 x 30 1 12.5 11 R11-3a ROAD CLOSED 4 MILES AHEAD… 60 x 30 1 12.5 12 W20-4 ONE LANE ROAD AHEAD 36 x 36 2 18.0

265Total

ITEM 63504-1000

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

Sign Number

MUTCD

Number Description Sign size

(in x in) Number of signs

Quantity

(SQFT)

SUMMARY OF TEMPORARY TRAFFIC CONTROL QUANTITIES

Unit Quantity

63502-1000 63502-1300 63509-1000 Temporary traffic control, flagger

Description

63502-0600 Temporary traffic control, barricade type 3

Item Number

Temporary traffic control, cone, type 36-inch Temporary traffic control, drum

STATE PROJECT

DOT 544(1) I.1MT

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NUMBER

TABULATION OF TEMPORARY

TRAFFIC CONTROL

QUANTITIES

0.22 LT 1

0.36 RT 1

6.28 LT 1

8.34 RT CURVE WARNING 1

8.41 RT 35 MPH 1

Milepost Side 1 W3-1 0.05 LT STOP AHEAD 30 x 30 1 6.3 2 R2-1 0.08 RT SPEED LIMIT 45 24 x 30 1 5.0 3 N6-2 0.36 RT LITTLE POWDER RIVER [1] 42 x 18 1 5.3 4 N6-2 0.39 LT LITTLE POWDER RIVER [1] 42 x 18 1 5.3 5 W11-4A 1.08 RT RANGE CATTLE 30 x 30 1 6.3 6 W5-1 3.69 RT ROAD NARROWS 30 x 30 1 6.3 7 W5-1 4.00 LT ROAD NARROWS 30 x 30 1 6.3 8 W1-2L 6.04 RT CURVE WARNING SYMBOL (LT) 30 x 30 1 6.3 9 W1-2R 6.17 LT CURVE WARNING SYMBOL (RT) 30 x 30 1 6.3 10 W1-2R 6.69 RT CURVE WARNING SYMBOL (RT) 30 x 30 1 6.3 11 W1-2L 6.85 LT CURVE WARNING SYMBOL (LT) 30 x 30 1 6.3 12 R2-1 7.72 LT SPEED LIMIT 45 24 x 30 1 5.0 13 R2-1 7.82 RT SPEED LIMIT 45 24 x 30 1 5.0 14 W1-2L 8.46 RT CURVE WARNING SYMBOL (LT) 30 x 30 1 6.3 15 W1-2R 8.60 LT CURVE WARNING SYMBOL (RT) 30 x 30 1 6.3

[1] See sheet J.2.

FOOTNOTE:

Sign Number

Location Number of signs

Quantity (SQFT)DescriptionMUTCD

Number

Total

Remarks

ITEM 63302-0000 SIGN SYSTEM

ITEM 20301-2400

REMOVAL OF SIGN

Location Description Quantity

(EACH)Milepost

Sign size (in x in)

Side

STOP AHEAD

CURVE WARNING

Total

LITTLE POWDER RIVER

STATE PROJECT

DOT 544(1) J.1MT

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NUMBER

TABULATION OF PERMANENT

TRAFFIC CONTROL

QUANTITIES

SHEET