Plans_mt-a2015013_StampedandSigned.pdf

PDF 4 MB Posted Jan 10, 2020

Attached to: MT Phillips 364(1), Short Oil Road
Solicitation number: 69056720B000007
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes plans, specifications, and bidding documents for a federal-aid highway construction project in Montana. Key details include:

The project scope involves resurfacing and roadwork on MT Phillips 364(1), known as the Short Oil Road, including asphalt removal, subexcavation, borrow, geotextiles, roadway aggregate, asphalt paving, and permanent and temporary traffic control items. Quantities and pay items are provided.
The solicitation number is 69056720B000007 and was issued by the Federal Highway Administration for the construction work. Bids are due based on the specified response date. The project is to be completed by the awarded completion date.
Specifications cover requirements for mobilization, construction survey and staking, quality control, testing, scheduling, watering and dust control, removal and placement of various materials, pavement markings, temporary signage and traffic control during construction.

View the file

Other files

File	Type	Posted
Bid Opening Summary_Short Oil.pdf	PDF	Feb 20, 2020
Amendment A004_R1.pdf	PDF	Feb 19, 2020
Q&A_02-18-2020.pdf	PDF	Feb 18, 2020
Amendment A004.pdf	PDF	Feb 18, 2020
Amendment A003.pdf	PDF	Feb 12, 2020
Q&A_02-07-2020.pdf	PDF	Feb 7, 2020
Amendment A002.pdf	PDF	Feb 7, 2020
Amendment A001.pdf	PDF	Jan 31, 2020
Q&A_01-30-2020.pdf	PDF	Jan 30, 2020
Q&A_01-29-2020.pdf	PDF	Jan 30, 2020
IFB_Short Oil Road.pdf	PDF	Jan 10, 2020
Plan Request form.pdf	PDF	Jan 10, 2020
mt-a2015013_PavementReport.pdf	PDF	Jan 10, 2020

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EDWARD S

HAMMONTREE

Digitally signed by EDWARD S

HAMMONTREE

Date: 2019.08.19 09:55:05 -06'00'

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 15801-0000 WATERING FOR DUST CONTROL MGAL 50

A0140 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 54,491 54,491 Contract Quantity

A0160 20402-0000 SUBEXCAVATION CUYD 3,745 55 3,800

A0180 20411-0000 SELECT BORROW TON 6,455 45 6,500

A0200 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE C (NONWOVEN) SQYD 9,384 116 9,500

A0220 20703-2000 GEOGRID, STABILIZATION SQYD 9,384 116 9,500

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 6,885 158 207 7,250

A0260 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 7.74 7.74

A0280 30301-4000 ROADBED RECONDITIONING MILE 3.270 0.600 3.870

A0300 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 8,810 48 292 9,150

A0320 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0340 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 10

A0360 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

A0380 62301-0000 GENERAL LABOR HOUR 20

A0400 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (WHITE) LNFT 720 720

A0420 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (YELLOW) LNFT 81,736 264 82,000

A0440 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER,

TYPE 42-INCH EACH 100 100

A0460 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 126 126

A0480 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200

A0500 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 1,100 1,100

MileStone: Signoff Date Completed: 08/15/19 Report Date: 08/15/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B.1PHILLIPS 364(1)MT

SHEET

NUMBER

54,491 SQYD

5,963 TON

7.74 MILE

3.87 MILE

8,810 TON

[1] See sheet C.3 for details. Adjust locations to meet field conditions as approved.

[2] Based on 1.97 TON/CUYD.

9,384

ROADBED RECONDITIONING

ITEM 30202-2000

ROADWAY AGGREGATE,

METHOD 2

(TON) [2]

2,032 1,613

3.50 TO 3.57 437 753 1,096

TOTAL

30205-0500

ASPHALT CONCRETE PAVEMENT, TYPE 1

0.62 TO 0.87 1,561 2,691 3,910

40301-0100

M.P. TO M.P.

ITEM 20402-0000

SUBEXCAVATION

(CUYD)

ITEM 20411-0000

SELECT BORROW

(TON) [2]

ITEM 20701-0300

SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) (SQYD)

30301-4000

1.97 TO 2.12

3,745 6,455

TYPICAL SECTION QUANTITIES

FOOTNOTE:

UNITTOTAL

300 TON ESTIMATED ROADWAY AGGREGATE QUANTITY

BASED ON 1.94 TON/CUYD

ITEM 20703-2000

GEOGRID, STABILIZATION

(SQYD)

3,910

9,384

2,346 2,346

SUBEXCAVATION QUANTITIES [1]

2.87 TO 3.00 811

1,096

1,398

30202-2000 ROADWAY AGGREGATE, METHOD 2

ITEM

ROADWAY AGGREGATE, SHOULDER FINISHING

2,032

REMARKS

BASED ON 1.97 TON/CUYD

20303-1600 REMOVAL OF PAVEMENT, ASPHALT THICKNESS VARIES BETWEEN 1.75 AND 3 INCHES

DESCRIPTION

STATE PROJECT

PHILLIPS 364(1) C.1MT

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SHEET

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

UTILITY CONTACT INFORMATION

CHARTER COMMUNICATIONS 951 WEST CUSTER AVE, HELENA, MT 59601 ED MCFADDEN (406) 459-8554

COMPANY ADDRESS CONTACT PHONE NUMBER

CITY OF MALTA 39 SOUTH 2ND STREET EAST, MALTA, MT 59538 JIM TRUELOVE (406) 654-4530

TRIANGLE COMMUNICATIONS P.O. BOX 1140, HAVRE, MT 59501 BRUCE KUDRNA (406) 394-2751

NORTHWESTERN ENERGY 610 SOUTH FIRST STREET EAST, MALTA, MT 59538 BILL GANDLUND (406) 654-4309

MDU UTILITIES 226 BENTON ST, WOLF POINT, MT 59201 GENERAL OFFICE (7AM TO 7PM) (800) 638-3278

STATE PROJECT

PHILLIPS 364(1) D.1MT

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SHEET

NUMBER

UTILITY CONTACT

INFORMATION

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

[1] Based on 1.97 TON/CUYD.

[2] Based on 1.94 TON/CUYD.

3.50 LT 13

3.50 RT 13

NOTE:

FOOTNOTE:

3.64 RT 11

TOTAL 158 48

1.35 RT 8

61.57 RT

2.02 RT 17

2.19 LT 6

1.05 RT 4

1.27 RT 7

0.86 RT 6

0.89 RT 9

0.70 RT 11

0.86 LT 6

0.41 RT 4

0.70 LT 27

0.24 LT 10

0.27 LT 5

0.16 LT 11

0.19 RT 7

0.09 LT 4

0.15 RT 8

0.02 RT 9

0.06 LT 4

MILEPOST

ITEM 30202-2000

ROADWAY

AGGREGATE,

METHOD 2

(TON) [1]

ITEM 40301-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1

(TON) [2]

APPROACH ROAD QUANTITIES

STATE PROJECT

PHILLIPS 364(1) E.1MT

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SHEET

NUMBER

TABULATION OF APPROACH

ROAD QUANTITIES

EACH 100

HOUR 200

FXHR 1100

1 G20-1 ROAD WORK NEXT 4 MILES [1] 36 x 18 4 18.0 2 G20-2 END ROAD WORK [1] 36 x 18 4 18.0 3 W20-1 ROAD WORK AHEAD 36 x 36 4 36.0 4 W20-4 ONE LANE ROAD AHEAD 36 x 36 2 18.0 5 W20-7 FLAGGER (SYMBOL) 36 x 36 2 18.0 6 W3-4 BE PREPARED TO STOP 36 x 36 2 18.0 7 G20-4 PILOT CAR FOLLOW ME [2] 36 x 18 2

[1] Install signs on Highway 191 north and south of beginning of project, on Ready Mix Road, and at end of project.

[2] For information only.

SUMMARY OF TEMPORARY TRAFFIC CONTROL QUANTITIES

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

TOTAL

ITEM 63504-1000

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SIGN

NUMBER

MUTCD

NUMBER DESCRIPTION SIGN SIZE

(IN X IN)

NUMBER

OF SIGNS

QUANTITY

(SQFT)

FOOTNOTE:

63506-0600

ITEM DESCRIPTION

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, PILOT CAR

UNIT QUANTITY

63502-1250

STATE PROJECT

PHILLIPS 364(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 634.04.

[3] Equivalent length of 4-inch stripe for 24-inch stop lines on paved public approaches.

FOOTNOTE:

PAVEMENT MARKING QUANTITIES [1]

TOTAL 72081,736

40,868

ITEM 63401-0100

PAVEMENT MARKINGS,

TYPE A, SOLID (WHITE)

(LNFT) [2] [3]

7200.00 TO 3.87

LEFT CENTER RIGHT CENTER

ITEM 63401-0100

PAVEMENT MARKINGS,

TYPE A, SOLID (YELLOW)

(LNFT) [2]

M.P TO M.P.

40,868

STATE PROJECT

PHILLIPS 364(1) G.1MT

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SHEET

NUMBER

TABULATION OF PERMANENT

TRAFFIC CONTROL

QUANTITIES

File details come from the government source that posted it. Updated Jan 10, 2020.