ora-curry595-1_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2024.04.11 07:12:46 -07'00'

OR FLAP CURRY 595(1)

OR FS RRSIS610 33(1) A.2

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H

LINE GRAPH

SOIL EROSION

AND SEDIMENT

CONTROL

SAFETY FEATURES

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 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,000 50 1,050

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 3,500 1,300 4,800

A0160 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 4 1 5

A0180 20302-0150 REMOVAL OF BRIDGE RAILING LNFT 564 564

A0200 20302-1200 REMOVAL OF GUARDRAIL LNFT 675 675

A0220 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 14.600 1.400 16.000

A0240 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 13,554 446 14,000

A0280 40601-0000 FOG SEAL TON 53 2 55

A0300 40702-0300 CHIP SEAL, TYPE 1C SQYD 96,402 3,098 99,500

A0340 40711-0000 EMULSIFIED ASPHALT TON 146 4 150

A0360 41201-0000 TACK COAT TON 52 3 55

A0380 41301-0000 ASPHALT PAVEMENT MILLING SQYD 2,872 148 3,020

A0400 41402-2000 CRACKS, CLEANING AND SEALING MILE 6.4 6.4

A0420 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 470 30 500

A0440 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 1,107 93 1,200

A0460 55601-0900 BRIDGE RAILING, STEEL LNFT 564 564

A0480 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 500 500

A0500 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL-2) EACH 3 3

A0520 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL-3) EACH 7 7

A0540 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM LNFT 250 250

A0560 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80 80

A0580 62201-0350 BACKHOE HOUR 80 80

A0600 62201-2050 ROLLER HOUR 80 80

A0620 62301-0000 GENERAL LABOR HOUR 80 80

A0640 63316-1000 REMOVE AND RESET SIGN EACH 3 3

A0660 63316-2000 REMOVE AND RESET DELINEATOR EACH 11 11

A0680 63316-3000 REMOVE AND RESET OBJECT MARKER EACH 2 2

A0700 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) MILE 116.0 116.0

A0720 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) MILE 116.0 116.0

A0740 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW (RIGHT) EACH 2 2

A0760 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW (LEFT) EACH 4 4

A0780 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 5 5

A0800 63405-0600 PAVEMENT MARKINGS, TYPE B, STRAIGHT/TURN ARROW COMBINATION EACH 1 1

A0820 63405-0650 PAVEMENT MARKINGS, TYPE B, "ONLY" WORD MESSAGE EACH 1 1

MileStone: 100% Report Date: 04/03/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES -

-A p r-

:1 P

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

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S O

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]S h ee t

PROJECT

B.1

OR FLAP CURRY 595(1)

OR FS RRSIS610 33(1)

SHEET

NUMBER

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher Sticky Note Completed set by joshua.christopher

LINE GRAPH

SOIL EROSION

AND SEDIMENT

CONTROL

SAFETY FEATURES

TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL

ALLOWANCE

Bid

Schedule

A0840 63405-0700 PAVEMENT MARKINGS, TYPE B, "STOP" WORD MESSAGE EACH 1 1

A0860 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 200 200

A0880 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 52 7 0

A0920 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,200 1,200

A0940 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 600 600

A0960 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 60 60

-A p r-

:1 P

M

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SUMMARY OF QUANTITIES -

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

PROJECT

B.2

OR FLAP CURRY 595(1)

OR FS RRSIS610 33(1)

SHEET

NUMBER

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

LINE GRAPH

SOIL EROSION

AND SEDIMENT

CONTROL

SAFETY FEATURES

TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL

ALLOWANCE

Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500 150 650

X0140 40601-0000 FOG SEAL TON 50 50

X0160 40702-0300 CHIP SEAL, TYPE 1C SQYD 91,520 480 92,000

X0200 40711-0000 EMULSIFIED ASPHALT TON 138 2 140

X0220 41402-2000 CRACKS, CLEANING AND SEALING MILE 6.0 6.0

X0240 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 2,193 2,193

X0260 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 840 840

X0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

X0300 62201-0350 BACKHOE HOUR 40 40

X0320 62201-2050 ROLLER HOUR 40 40

X0340 62301-0000 GENERAL LABOR HOUR 40 40

X0360 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 400 400

X0380 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200

X0400 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 20 20

-A p r-

:1 P

M

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SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

PROJECT

B.

OR FLAP CURRY 595(1)

OR FS RRSIS610 33(1)

SHEET

NUMBER

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

LINE GRAPH

SOIL EROSION

AND SEDIMENT

CONTROL

SAFETY FEATURES

TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL

ALLOWANCE

Bid

Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0080 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 500 150 650

Y0140 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 0.160 0.340 0.500

Y0160 40601-0000 FOG SEAL TON 48 48

Y0180 40702-0300 CHIP SEAL, TYPE 1C SQYD 87,796 2,204 90,000

Y0220 40711-0000 EMULSIFIED ASPHALT TON 132 3 135

Y0240 41402-2000 CRACKS, CLEANING AND SEALING MILE 5.9 5.9

Y0260 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 3,395 3,395

Y0280 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 754 754

Y0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

Y0320 62201-0350 BACKHOE HOUR 40 40

Y0340 62201-2050 ROLLER HOUR 40 40

Y0360 62301-0000 GENERAL LABOR HOUR 40 40

Y0380 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 63,360 640 64,000

Y0400 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 400 400

Y0420 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200

Y0440 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 20 20

-A p r-

:1 P

M

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SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

PROJECT

B.

OR FLAP CURRY 595(1)

OR FS RRSIS610 33(1)

SHEET

NUMBER

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

LINE GRAPH

SOIL EROSION

AND SEDIMENT

CONTROL

SAFETY FEATURES

TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL

ALLOWANCE

Bid

Schedule

Z0020 15101-0000 MOBILIZATION LPSM ALL

Z0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

Z0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Z0080 15401-0000 CONTRACTOR TESTING LPSM ALL

Z0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Z0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,000 250 1,250

Z0140 40601-0000 FOG SEAL TON 26 26

Z0160 40702-0300 CHIP SEAL, TYPE 1C SQYD 44,494 506 45,000

Z0200 40711-0000 EMULSIFIED ASPHALT TON 67 1 68

Z0220 41402-2000 CRACKS, CLEANING AND SEALING MILE 3.2 3.2

Z0240 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 1,734 1,734

Z0260 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 160 160

Z0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

Z0300 62201-0350 BACKHOE HOUR 40 40

Z0320 62201-2050 ROLLER HOUR 40 40

Z0340 62301-0000 GENERAL LABOR HOUR 40 40

Z0360 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 34,848 152 35,000

Z0380 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 400 400

Z0400 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200

Z0420 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 20 20

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SUMMARY OF QUANTITIES - Option Z

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

PROJECT

B.

OR FLAP CURRY 595(1)

OR FS RRSIS610 33(1)

SHEET

NUMBER

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

1.50 to 2.88

3.70 to 5.14

5.16 to 7.87

BASE

7.89 to 9.66

9.66 to 15.31

15.33 to 16.00

OPTION X 16.00 to 22.00

22.00 to 26.88

OPTION Y

27.01 to 28.00

28.00 to 28.83

OPTION Z 28.88 to 30.63

30.72 to 31.30

MAINLINE ROADWAY QUANTITIES

30205-0500

LOCATION

MILE

IJ.J'

f-- l'.)

� 5:

ex: V) l'.) � < l'.l t0 f-- � rrj )... [5 a..

...... ::E: �3 ex: < Cl :::i l.J l'.)

� ...... �o

-.J 0 ::i::

Cl � ex: V)

OVERLAY 1.38

OVERLAY 1.44

ALI_JERRY_01

OVERLAY 2.71

OVERLAY 1.77

CHIP SEAL -

ALI_AGNESS_01

CHIP SEAL -

BASE TOTAL 7.30

CHIP SEAL ALI_AGNESS_01 -

OPTION X TOTAL -

CHIP SEAL 0.08

ALI_AGNESS_01

CHIP SEAL -

OPTION Y TOTAL 0.08

[1

CHIP SEAL -

CHIP SEAL ALI_AGNESS_01 -

CHIP SEAL -

OPTIONZ TOTAL -

BASE + ALL OPTIONS TOTAL 7.38

40101-0600

TON

f--' < rrj -.J

::E: -.J lJJ ::::,. ::i:: lJJ ::E: l.J N I'"\ �Q..

< ..._, V ...... V) ��::E: 2 lJJ ..-; :::i ex: '::E: I') l.J )< ...... c:i <....., x 0 ::E: s:i:: IJJ' l.J >- ::t f--f-- ex: -.J �

-.12�63 �� ...... c:x: -.J a.. ex: ::E: l'.) � V):,..:0l'.>V) �l'.l<:�IJJ 2,572

2,547

4,793

3,131

13,042

13,042

40601-0000

TON

-.J uS V) l'.)

ft

PROJECT SHEET

NUMBER

OR FLAP CURRY 595(1) D.1 OR FS RRSIS610 33(1)

40702-0300 40711-0000 41201-0000 41402-2000

SQYD TON TON MILE

Cl f-- � l.J -.J l'.)

lJJ a.. � � � uS f--la f-- -.J -.1' � l.J uS t 0 'l'.) ...... l.J V) <V) V) � a.. -.J � l.J -.J

5:

:::i l.J

� uS ::E: � u lJJ u V)

- - 10 -

- - 10 -

- - 19 -

- - 13 -

86,182 130 - 5.70

10,220 16 - 0.70

96,402 146 52 6.40

91,520 138 - 6.00

91,520 138 - 6.00

74,437 112 - 4.90

13,359 20 - 1.00

87,796 132 - 5.90 NOTE:

11,687 18 - 0.80 1. Conversion factor of 1.94 ton/cuyd for asphal concrete pavement.

24,640 37 - 1.80 2. Conversion factor of 233 gal/ton for fog seal, emulsified asphalt, and tack coat.

8,167 12 - 0.60

44,494 67 - 3.20

320,212 483 52 21.50

FOOTNOTE:

[1] Option Y shoulder finishing occurs from MP 26.76 to MP 26.84 only.

TABULATION OF

PLAN QUANTITIES

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

1.70

1.80

1.80

1.80

1.90

2.00

2.00

2.00

2.30

2.70

2.70

2.80

2.80

2.80

2.80

4.50

4.50

4.60

4.60

5.10

5.10

5.20

LOCATION

f- C:t::

-.J

RT

LT

LT

LT

LT

RT

LT

LT

RT

LT

RT

APPROACH ROAD, DRIVEWAY,

AND TURNOUT QUANTITIES (BASE ONLY)

f-i l!)

-.J -:i::

40101-0600

TON

LOCATION

f C:t::

-.J

80 5.20 LT

68 5.30 RT

57 5.50 LT

103 5.70 LT

56 5.90 RT

32 6.20 LT

330 6.20 RT

f-i l!)

-.J -:i::

40101-0600

TON

268 6.80 LT 67

233 6.90 LT 120

60 6.90 LT 120

60 7.20 RT 133

__ _, ALI_JERRY_01 1--------+----+-----1 ALI_JERRY_ 01 1------ ----1

LT

LT

RT

LT

RT

RT

RT

LT

RT

LT

LT

SUBTOTAL

100 7.40 LT 107

29 7.40 LT 63

213 7.40 RT 40

50 7.70 RT

50 8.00 LT

200 8.10 RT

217 8.30 LT

83 8.70 LT

192 9.40 RT

192 9.50 RT

420 9.60 LT

3,093 SUBTOTAL

TOTAL

4,037

7,130

NOTE:

PROJECT

OR FLAP CURRY 595(1)

OR FS RRSIS610 33(1)

1. Conversion factor of 1. 94 ton/cuyd for asphal concrete pavement.

TABULATION OF

PLAN QUANTITIES

SHEET

NUMBER

D.2 joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

PROJECT

SHEET

NUMBER

OR FLAP CURRY 595(1)

D.3

OR FS RRSIS610 33(1)

41301-0000

ASPHALT PAVEMENT MILLING

MP ALIGNMENT DESCRIPTION LENGTH WIDTH AREA

(LNFT) (LNFT) (SQYD)

1.50 BEGIN ALI_JERRY_Ol 100 32 356 41801-2000

I- ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

2.88 SAUNDERS CREEK BRIDGE APPROACH 100 29 322

I-

2.89 SAUNDERS CREEK BRIDGE DEC,/

59 36 236 MP ALIGNMENT LENGTH (LNFT) WIDTH (LNFT) AREA (SQYD)

2.90

SAUNDERS CREEK BRIDGE 100 29 322

APPROACH/SUSPEND ALI JERRY 01 4.00 AU_JE R RY_Ol 60 10 67

3.70 RESUME ALI_JERRY_Ol 100 32 356

BASE I- ALI_JERRY_Ol 10.30 100 26 289

5.14 JIM HUNT CREEK BRIDGE APPROACH 100 23 256 BASE

I- 13.50 ALI_AGNESS_ 01 200 26 578

5.16 JIM HUNT CREEK BRIDGE APPROACH 100 23 256

,_ 14.40 60 26 173

7.87 KIMBALL CREEK BRIDGE APPROACH 100 23 256

,- BASE TOTAL 1,107

7.89 KIMBALL CREEK BRIDGE APPROACH 100 23 256

-- 17.20 10 12 13

9.66 END ALI_JERRY_Ol 100 23 256

18.50 20 12 27

TOTAL 2,872

OPTION X 19.00 ALI_AGNESS_ 01 100 12 133

20.10 100 12 133

20.80 200 24 533

41801-1000

OPTION X TOTAL 840

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 22.70 200 24 534

OPTION Y 23.80 ALI_AGNESS_ 01 15 12 20

MP ALIGNMENT LENGTH (LNFT) WIDTH (LNFT) AREA (SQYD)

24.30 150 12 200

15.00 100 23.5 261 OPTION Y TOTAL 754

B4SE AU_AGNESS_Ol

15.10 80 23.5 209 28.40 60 12 80

OPTION Z ALI_AGNESS_ 01

BASE TOTAL 470 30.40 60 12 80

16.80 500 23.5 1,306 OPTION Z TOTAL 160

17.20 10 23.5 26 BASE + ALL OPTIONS TOTAL 2,861

OPTION X 17.60 AU_AGNESS_ 01 60 11.75 78

17.90 200 23.5 522

21.60 100 23.5 261

OPTION X TOTAL 2,193

FOOTNOTE:

OPTION Y 22.30 AU_AGNESS_Ol 1,300 23.5 3,395

OPTION Y TOTAL 3,395

ftJ Existing pavement on the bridge deck has a depth of 4".

28.90 150 24 400 OPTION Z AU_AGNESS_Ol

30.00 500 24 1,333

OPTION Z TOTAL 1,733

BASE + ALL OPTIONS TOTAL 7,792

TABULATION OF

PLAN QUANTITIES

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

PLAN MP 1.50 TO MP 5.00

joshua.christopher Sticky Note Accepted set by joshua.christopher joshua.christopher

OR FS RRSIS610 33(1) F.2

OR FS RRSIS610 33(1) F.

OR FS RRSIS610 33(1) F.

OR FS RRSIS610 33(1) F.5

OR FS RRSIS610 33(1) G.2

OR FS RRSIS610 33(1) G.3

OR FS RRSIS610 33(1) G.

OR FS RRSIS610 33(1) G.5

OR FS RRSIS610 33(1) G.6

OR FS RRSIS610 33(1) G.7