mt-a6501951_plans_flat.pdf

PDF 4 MB Posted Mar 5, 2020

Attached to: MT Musselshell 192(1), Old Divide & Fattig Creek Road
Solicitation number: 69056720r000002
Issued by: Department of Transportation Federal Highway Administration

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File	Type	Posted
QA_04-02-2020.pdf	PDF	Apr 2, 2020
Plan Request form_Old Divide.pdf	PDF	Mar 5, 2020
RFP_Old Divide.pdf	PDF	Mar 5, 2020
FinalGeotechReport.pdf	PDF	Mar 5, 2020

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EDWARD S

HAMMONTREE

Digitally signed by EDWARD S

HAMMONTREE

Date: 2020.01.29 15:11:34 -08'00'

Sheet and Description

SECTION C SECTION E SECTION F SECTION G

TYPICAL

SECTIONS

APPROACH

ROADS

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 20402-0000 SUBEXCAVATION CUYD 1,452 98 1,550

A0140 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE C (NONWOVEN) SQYD 1,811 64 1,875

A0160 20703-2000 GEOGRID, STABILIZATION SQYD 3,389 111 3,500

A0180 30202-2000 ROADWAY AGGREGATE, METHOD 2 (SUBEXCAVATION) TON 2,651 49 2,700

A0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 218 12 230

A0220 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 12.72 12.72 Contract Quantity

A0240 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

(SUBEXCAVATION) TON 206 9 215

A0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (LEVELING

COURSE) TON 4,439 211 4,650

A0280 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 8,856 11 168 9,035

A0300 41201-0000 TACK COAT TON 68 2 70

A0320 41402-1000 CRACKS, ROUTING, CLEANING AND SEALING MILE 6.4 0.1 6.5

A0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 10

A0360 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 10

A0380 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

A0400 62301-0000 GENERAL LABOR HOUR 20

A0420 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 134,820 180 135,000

A0440 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 124,820 180 125,000

A0460 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 4,760 240 5,000

A0480 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER,

TYPE 42-INCH EACH 200 200

A0500 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 64,790 60 64,850

A0520 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 162 36 198

A0540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,500 1,500

A0560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 350 350

MileStone: Signoff Date Completed: 01/22/20 Report Date: 01/22/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J an

-2

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B.1MUSSELSHELL 192(1)MT

SHEET

NUMBER

Sheet and Description

SECTION C SECTION E SECTION F SECTION G

TYPICAL

SECTIONS

APPROACH

ROADS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 20402-0000 SUBEXCAVATION CUYD 1,492 108 1,600

B0140 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE C (NONWOVEN) SQYD 1,916 84 2,000

B0160 20703-2000 GEOGRID, STABILIZATION SQYD 3,456 144 3,600

B0180 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 218 12 230

B0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 (SUBEXCAVATION) TON 2,718 182 2,900

B0220 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 12.72 12.72 Contract Quantity

B0240 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

(SUBEXCAVATION) TON 217 13 230

B0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (LEVELING

COURSE) TON 4,439 211 4,650

B0280 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 8,856 11 203 9,070

B0300 40702-0300 CHIP SEAL, TYPE 1C SQYD 32,853 997 33,850

B0320 40711-0000 EMULSIFIED ASPHALT TON 36 1 37

B0340 41201-0000 TACK COAT TON 68 2 70

B0360 41402-1000 CRACKS, ROUTING, CLEANING AND SEALING MILE 6.4 0.1 6.5

B0380 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 10

B0400 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 10

B0420 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

B0440 62301-0000 GENERAL LABOR HOUR 20

B0460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 177,060 440 177,500

B0480 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 167,060 440 167,500

B0500 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 4,760 240 5,000

B0520 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER,

TYPE 42-INCH EACH 200 200

B0540 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 85,910 90 86,000

B0560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 162 36 198

B0580 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,600 1,600

B0600 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 400 400

-J an -2

A M

MileStone: Signoff Date Completed: 01/22/20 Report Date: 01/22/20

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2MUSSELSHELL 192(1)MT

SHEET

NUMBER

DIVIDE LT

[1] 2,100 TON estimated roadway aggregate quantity.

[2] Based on 1.94 TON/CUYD.

[3] Based on 0.1 GAL/SQYD and 240 GAL/TON.

[4] See sheet C.6 for details. 12,500 LNFT estimated length of cracks.

[5] Based on 0.26 GAL/SQYD and 240 GAL/TON.

[6] See sheet C.5 for details.

[7] Subexcavation includes existing surfacing.

[8] Based on 1.97 TON/CUYD.

FOOTNOTE:

SIDE

SCHEDULES A & B TOTAL

12.72

ITEM 30202-2000

ROADWAY AGGREGATE,

METHOD 2 (SUBEXCAVATION)

(TON) [8]

DEEP PATCH QUANTITIES - SCHEDULES A & B [6]

704 2,110

MILEPOST ROAD

ITEM 20402-0000

SUBEXCAVATION

(CUYD) [7]

ITEM 20703-2000

GEOGRID, STABILIZATION

(SQYD)

2.3 704 2,110 1,386 1,386

ROAD TYPICAL

NO.

ITEM 30205-0500

ROADWAY AGGREGATE,

SHOULDER FINISHING

(MILE) [1]

ITEM 40301-0100

ASPHALT CONCRETE PAVEMENT,

TYPE 1 (LEVELING COURSE)

(TON) [2]

DIVIDE 12.72 8,856 4,439

FATTIG 32,853 36

ITEM 40301-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1

(TON) [2]

ITEM 41201-0000

TACK COAT

(TON) [3]

ITEM 41402-1000

CRACKS, ROUTING,

CLEANING, AND SEALING

(MILE) [4]

ITEM 40702-0300

CHIP SEAL,

TYPE 1C

(SQYD)

ITEM 40711-0000

EMULSIFIED

ASPHALT

(TON) [5]

68 6.4

TYPICAL SECTION QUANTITIES

12.72 8,856 4,439 68 6.4 32,853 36

SCHEDULE A TOTAL

SCHEDULE B TOTAL

8,856 4,439 68 6.4

STATE PROJECT

MUSSELSHELL 192(1) C.1MT

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SHEET

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

DIVIDE RT

DIVIDE BOTH

DIVIDE RT

DIVIDE LT

DIVIDE RT

DIVIDE BOTH

DIVIDE RT

DIVIDE BOTH

DIVIDE LT

DIVIDE RT

DIVIDE LT

DIVIDE RT

FATTIG RT

FATTIG LT

[1] See sheet C.4 for details.

[2] Based on 1.97 TON/CUYD.

[3] Based on 1.94 TON/CUYD.

[4] Subexcavation includes existing surfacing.

SCHEDULE A TOTAL 748 1,811 1,279 1,265

SCHEDULE B TOTAL 788 1,916 1,346 1,332

1.8 11 31 18 18

FOOTNOTE:

1.8 3 10 5 5

1.2 26 64 44 44

5.7 12 31 20 20

5.5 31 87 53 53 9

5.3 19 48 33 33

5.3 66 151 113 112 18

4.9 105 237 180 177

4.9 5 15 8 8 1

4.7 22 57 37 37

4.6 37 87 64 63 10

4.5 37 87 64 63

4.3 23 55 40 39 6

4.2 19 55 33 33

4.2 8 22 13 13 2

4.2 31 70 53 53

4.0 128 289 220 217 36

3.6 17 45 29 29

3.6 11 31 18 18 3

2.8 13 37 22 22

2.8 47 108 80 79 13

2.7 10 30 17 17

2.1 47 101 80 79 13

1.8 5 15 8 8

1.5 4 13 7 7 1

ITEM 30202-2000

ROADWAY AGGREGATE,

METHOD 2 (SUBEXCAVATION)

(TON) [2]

1.1 51 140 87 85

MILEPOST ROAD SIDE

ITEM 20402-0000

SUBEXCAVATION

(CUYD) [4]

ITEM 20701-0300

SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) (SQYD)

ITEM 20703-2000

GEOGRID, STABILIZATION

(SQYD)

SUBEXCAVATION QUANTITIES [1]

ITEM 40301-0100

ASPHALT CONCRETE PAVEMENT,

TYPE 1 (SUBEXCAVATION)

(TON) [3]

STATE PROJECT

MUSSELSHELL 192(1) C.2MT

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SHEET

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

FERGUS ELECTRIC COOPERATIVE 84423 U.S. HIGHWAY 87, LEWISTOWN, MT 59457 MELANIE FORAN (406) 538-3465

UTILITY CONTACT INFORMATION

MID-RIVERS COMMUNICATIONS 904 C AVENUE, CIRCLE, MT 59215 DAN BURLEY (406) 535-7519

COMPANY ADDRESS CONTACT PHONE NUMBER

STATE PROJECT

MUSSELSHELL 192(1) D.1MT

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SHEET

NUMBER

UTILITY CONTACT

INFORMATION

1 G20-1 ROAD WORK NEXT 7 MILES [1] 36 x 18 3 13.5 2 G20-2 END ROAD WORK [1] 36 x 18 3 13.5 3 W20-1 ROAD WORK AHEAD 36 x 36 3 27.0 4 W20-4 ONE LANE ROAD AHEAD 36 x 36 4 36.0 5 W20-7 FLAGGER (SYMBOL) 36 x 36 4 36.0 6 W3-4 BE PREPARED TO STOP 36 x 36 4 36.0 7 G20-4 PILOT CAR FOLLOW ME [2] 36 x 18 2

[1] Install signs on Old Divide Road at north and south ends, and on northern end of S Fattig Creek Road.

[2] For information only.

SUMMARY OF TEMPORARY TRAFFIC CONTROL QUANTITIES

FOOTNOTE:

ITEM 63504-1000

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SCHEDULES A & B

SCHEDULES A & B TOTAL

SIGN

NUMBER

MUTCD

NUMBER DESCRIPTION SIGN SIZE

(IN X IN)

NUMBER

OF SIGNS

QUANTITY

(SQFT)

ITEM 63502-1250

TEMPORARY TRAFFIC

CONTROL, TUBULAR MARKER,

TYPE 42-INCH

(EACH)

ITEM 63503-0700

TEMPORARY TRAFFIC

CONTROL, PAVEMENT

MARKINGS

(LNFT)

ROAD

ITEM 63506-0500

TEMPORARY TRAFFIC

CONTROL, FLAGGER

(HOUR)

ITEM 63506-0600

TEMPORARY TRAFFIC

CONTROL, PILOT CAR

(HOUR)

DIVIDE 1,500

1,500

200 64,790

21,120

SCHEDULE A TOTAL 200 64,790

SCHEDULE B TOTAL 200 85,910

FATTIG 100

1,600

STATE PROJECT

MUSSELSHELL 192(1) F.1MT

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SHEET

NUMBER

TABULATION OF TEMPORARY

TRAFFIC CONTROL

QUANTITIES

[1] See sheet G.2 for pavement marking details.

[2] Quantities reflect double application in accordance with Subsection 634.05.

[3] Includes equivalent length of 4-inch stripe for 12-inch stop lines on paved public approaches.

SCHEDULE B TOTAL

124,820 134,820

DIVIDE

FATTIG

SCHEDULE A TOTAL

177,060

14,784 14,784 15,024

0.36 TO 4.87

4.87 TO 5.10

47,866

PAVEMENT MARKING QUANTITIES [1]

ROAD

DIVIDE

4,760

FOOTNOTE:

167,060

0.14 TO 0.36

5.10 TO 6.50 14,784

0.00 TO 2.00 21,120 21,120 21,120

4,760

2,300

ITEM 63401-0400

PAVEMENT MARKINGS,

TYPE B, BROKEN (YELLOW)

(LNFT) [2]

ITEM 63401-0300

PAVEMENT MARKINGS,

TYPE B, SOLID (WHITE)

(LNFT) [2]

RIGHT SHOULDERLEFT SHOULDER

2,300 2,300 47,626

2,460

LEFT CENTER RIGHT CENTER

ITEM 63401-0300

PAVEMENT MARKINGS,

TYPE B, SOLID (YELLOW)

(LNFT) [2]

21,120

47,626 47,626

M.P. TO M.P.

CENTER

2,460 2,460

STATE PROJECT

MUSSELSHELL 192(1) G.1MT

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O N

D es ig ne d by

C he ck ed b y:

SHEET

NUMBER

TABULATION OF PERMANENT

TRAFFIC CONTROL

QUANTITIES

[3]

File details come from the government source that posted it. Updated Mar 5, 2020.