BADL_10(9)_Plan_Sheets.pdf

PDF 32 MB Posted

Attached to
SD FTNP 10(9), Dillon Pass Embankment Repairs
Solicitation number
6982AF19B00005
Issued by

About this file

This document package includes plan sheets and summaries of estimated quantities for a federal highway construction project. The project involves repairs to embankments along Dillon Pass in South Dakota's Black Hills National Forest, and includes removal and replacement of asphalt and concrete features, installation of drainage structures, grading, erosion control measures, and other site work. The work will be performed under Solicitation Number 6982AF19B00005 for the SD FTNP 10(9), Dillon Pass Embankment Repairs project issued by the Department of Transportation Federal Highway Administration. The plan sheets and quantity summaries provide specifications for various pay items and estimated volumes for materials, equipment, labor, and other resources required to complete the project.

SD FTNP BADl 10(9), Dillon Pass Embankment Repairs plans

View the file

Other files

File Type Posted
Bid_Opening_Summary_Dillon_Pass.pdf PDF
QnA_04.25.2019.pdf PDF
A001.pdf PDF
FINAL_Report_SD_FTNP_BADL_10(9).pdf PDF
BADL_10(9)_X-sheets.pdf PDF
6982AF19B000005.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Sheet and Description

B8 B9 B10 B11 B12

GRADING

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 1.253 0.247 1.500

A0060 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.291 0.009 0.300

A0080 15214-3000 SURVEY AND STAKING, PARKING

AREA LPSM ALL

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 12 12

A0120 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 0.072 0.028 0.100

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15703-1500 SOIL EROSION CONTROL,

TEMPORARY SOIL TACKIFIER ACRE 8.8 0.2 9.0

A0220 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 9,852 1,148 11,000

A0240 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 25 2 27

A0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0280 20101-0000 CLEARING AND GRUBBING ACRE 15.3 0.7 16.0

A0300 20301-0600 REMOVAL OF CATTLE GUARD

(BISON GATE) EACH 1 1

A0320 20301-1400 REMOVAL OF INLET EACH 4 4

A0340 20301-1900 REMOVAL OF PIPE CULVERT EACH 11 1 12

A0360 20301-2800 REMOVAL OF STRUCTURES AND 300 CUYD of buried

OBSTRUCTIONS (SLURRY FILL) EACH 1 1 slurry fill

A0380 20301-2800 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS (GABIONS) EACH 1 1

A0400 20301-3400 REMOVAL OF WHEELSTOP EACH 7 3 10

A0420 20302-0200 REMOVAL OF CURB (TIMBER) LNFT 513 12 525

A0440 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 8,096 104 8,200

A0460 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 287 13 300

A0480 20303-0000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS (RIPRAP) SQYD 114 6 120

A0500 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 658 42 700

A0520 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 530 20 550

A0540 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 59 1 60

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

-M a r-

:1

A

M N

S D

\b a d l1

(9

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

S c h e d u le

A S u m m a ry o f Q u a n ti ti e s

E E .x ls x ]S h e e t

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B1SD BADL 10(9)SD

SHEET

NUMBER

GRADING

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

ALLOWANCE

Bid

Schedule

A0560 20402-0000 SUBEXCAVATION See Sheet D1 for

CUYD 86 24 110 locations

A0580 20420-0000 EMBANKMENT CONSTRUCTION CUYD 7,989 311 8,300

A0600 20420-0000 EMBANKMENT CONSTRUCTION

(SHALLOW REINFORCED SOIL

SLOPE) CUYD 5,782 218 6,000

A0620 20420-0000 EMBANKMENT CONSTRUCTION

(REINFORCED SOIL SLOPE) CUYD 3,530 270 3,800

A0640 20420-0000 EMBANKMENT CONSTRUCTION (DEEP

PATCH) CUYD 1,145 55 1,200

A0660 20425-1000 DITCH, EXCAVATION LNFT 405 25 430

A0680 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 2,458 142 2,600

A0700 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 208 12 220

A0720 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 68 7 75

A0740 30202-2000 ROADWAY AGGREGATE, METHOD 2 Millings may be used for Roadway

TON 1,234 66 1,300 Aggregate, Method 2

A0760 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 3,522 178 3,700

A0780 40601-0000 FOG SEAL TON 19 1 20

A0800 41102-1000 PRIME COAT, METHOD 1 SQYD 1,042 58 1,100

A0820 41201-0000 TACK COAT TON 19 1 20

A0840 41301-0200 ASPHALT PAVEMENT MILLING,

1-INCH DEPTH SQYD 31,480 1,520 33,000

A0860 60101-0000 CONCRETE (HDPE TO RCP

CONNECTION) CUYD 2 2

A0880 60103-0140 CONCRETE, HEADWALL FOR

24-INCH PIPE CULVERT EACH 2 2

A0900 60103-0300 CONCRETE, HEADWALL FOR

72-INCH PIPE CULVERT EACH 2 2

A0920 60201-0600 18-INCH PIPE CULVERT

(CONCRETE) LNFT 115 15 130

A0940 60201-0800 24-INCH PIPE CULVERT

(CONCRETE) LNFT 410 20 430

A0960 60201-0800 24-INCH PIPE CULVERT (HDPE) LNFT 353 27 380

A0980 60201-0900 30-INCH PIPE CULVERT

(CONCRETE) LNFT 74 6 80

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

-M a r-

:1

A

M N

S D

\b a d l1

(9

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

S c h e d u le

A S u m m a ry o f Q u a n ti ti e s

E E .x ls x ]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B2SD BADL 10(9)SD

GRADING

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

ALLOWANCE

Bid

Schedule

A1000 60201-1600 72-INCH PIPE CULVERT

(CONCRETE) LNFT 118 12 130

A1020 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT (CONCRETE) EACH 4 4

A1040 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT (CONCRETE) EACH 3 3

A1060 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT (HDPE) EACH 3 3

A1080 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT (CONCRETE) EACH 1 1

A1100 60231-0000 DISSIPATOR, PIPE EACH 3 3

A1120 60404-0000 CATCH BASIN EACH 5 5

A1140 60404-0000 CATCH BASIN (OVERSIZED) EACH 1 1

A1160 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 150 50 200

A1180 60707-0500 LINING 24-INCH PIPE CULVERT LNFT 185 15 200

A1200 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 10,463 137 10,600

A1220 60915-1000 WHEELSTOP, CONCRETE EACH 7 1 8

A1240 61501-0100 SIDEWALK, CONCRETE SQYD 567 33 600

A1260 61502-1000 DRIVE PAD, CONCRETE SQYD 138 138 Contract Quantity

A1280 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 2 1 3

A1300 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A1320 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

A1340 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

A1360 62201-3300 HYDRAULIC EXCAVATOR, 3/4

CUBIC YARD MINIMUM CAPACITY HOUR 20

A1380 62301-0000 GENERAL LABOR HOUR 20

A1400 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20

A1420 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A1440 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 8.8 0.2 9.0

A1460 62501-0000 TURF ESTABLISHMENT(BIOTIC

SOIL AMENDMENT) ACRE 8.8 0.2 9.0

A1480 62510-1000 SEEDING, DRY METHOD ACRE 8.8 0.2 9.0

A1500 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 4.1 0.4 4.5

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

-M a r-

:1

A

M N

S D

\b a d l1

(9

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

S c h e d u le

A S u m m a ry o f Q u a n ti ti e s

E E .x ls x ]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B3SD BADL 10(9)SD

GRADING

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

MISC.

SUMMARIES

ALLOWANCE

Bid

Schedule

A1520 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 22,685 1,315 24,000

A1540 63301-0000 SIGN SYSTEM EACH 3 3

A1560 63401-0300 PAVEMENT MARKINGS, TYPE B, Match existing

SOLID LNFT 66,768 3,232 70,000 striping

A1580 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 3 3

A1600 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL

A1620 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 250

A1640 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 250

A1660 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 8

A1680 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4

A1700 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 20

A1720 63503-0700 TEMPORARY TRAFFIC CONTROL, Match existing

PAVEMENT MARKINGS LNFT 16,302 698 17,000 striping

A1740 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 330 70 400

A1760 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 2,500

A1780 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,250

A1800 65001-1000 CONSTRUCT AND MAINTAIN

DIVERSION LPSM ALL

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

-M a r-

:1

A

M N

S D

\b a d l1

(9

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

S c h e d u le

A S u m m a ry o f Q u a n ti ti e s

E E .x ls x ]S h e e t

(4

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B4SD BADL 10(9)SD

B13 B14

MISC.

SUMMARIES

MISC.

SUMMARIES

ALLOWANCE

Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 0.137 0.137

X0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 2 2

X0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0100 15401-0000 CONTRACTOR TESTING LPSM ALL

X0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0140 15703-1500 SOIL EROSION CONTROL,

TEMPORARY SOIL TACKIFIER ACRE 1.3 0.2 1.5

X0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 4,225 275 4,500

X0180 20101-0000 CLEARING AND GRUBBING ACRE 2.3 0.2 2.5

X0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

X0220 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 318 12 330

X0240 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3,019 281 3,300

X0260 20420-0000 EMBANKMENT CONSTRUCTION

(SHALLOW REINFORCED SOIL

SLOPE) CUYD 6,719 281 7,000

X0280 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 17 3 20

X0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 47 3 50

X0320 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 315 15 330

X0340 40601-0000 FOG SEAL TON 2 2

X0360 41201-0000 TACK COAT TON 2 2

X0380 41301-0200 ASPHALT PAVEMENT MILLING,

1-INCH DEPTH SQYD 2,822 178 3,000

X0400 60101-0000 CONCRETE (HDPE TO RCP

CONNECTION) CUYD 1 1

X0420 60201-0800 24-INCH PIPE CULVERT

(CONCRETE) LNFT 86 4 90

X0440 60201-0800 24-INCH PIPE CULVERT (HDPE) LNFT 246 34 280

X0460 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT (CONCRETE) EACH 1 1

X0480 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT (HDPE) EACH 1 1

X0500 60231-0000 DISSIPATOR, PIPE EACH 1 1

X0520 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 385 15 400

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

-M a r-

:3

A

M N

S D

\b a d l1

(9

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

O p ti o n X

S u m m a ry o f Q u a n ti ti e s

E E .x ls x ]S h e e t

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B5SD BADL 10(9)SD

B13 B14

MISC.

SUMMARIES

MISC.

SUMMARIES

ALLOWANCE

Bid

Schedule

X0540 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20

X0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

X0580 62201-3300 HYDRAULIC EXCAVATOR, 3/4

CUBIC YARD MINIMUM CAPACITY HOUR 20

X0600 62301-0000 GENERAL LABOR HOUR 20

X0620 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 1.3 0.2 1.5

X0640 62501-0000 TURF ESTABLISHMENT(BIOTIC

SOIL AMENDMENT) ACRE 1.3 0.2 1.5

X0660 62510-1000 SEEDING, DRY METHOD ACRE 1.3 0.2 1.5

X0680 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 6,521 479 7,000

X0700 63401-0300 PAVEMENT MARKINGS, TYPE B, Match existing

SOLID LNFT 5,800 200 6,000 striping

X0720 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 40

X0740 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 40

X0760 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 91 9 100

X0780 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 500

X0800 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 250

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

-M a r-

:3

A

M N

S D

\b a d l1

(9

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

O p ti o n X

S u m m a ry o f Q u a n ti ti e s

E E .x ls x ]S h e e t

(2

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B6SD BADL 10(9)SD

B15

MISC.

SUMMARIES

ALLOWANCE

Bid

Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0060 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0100 20301-3400 REMOVAL OF WHEELSTOP EACH 52 3 55 See Sheet D3

Y0120 40901-2000 MICRO SURFACING, TYPE 2 SQYD 6,019 481 6,500 See Sheet D3

Y0140 41401-2000 CRACKS, CLEANING AND SEALING LNFT 1,000 See Sheet D3

Y0160 60920-0000 RESET WHEELSTOP EACH 52 3 55 See Sheet D3

Y0180 62301-0000 GENERAL LABOR HOUR 20

Y0200 63401-0300 PAVEMENT MARKINGS, TYPE B, Match existing

SOLID LNFT 5,566 434 6,000 striping

Y0220 63405-0850 PAVEMENT MARKINGS, TYPE B, See Sheet D3

ACCESSIBILITY SYMBOL EACH 3 3

Y0240 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL See Sheet T27

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

-F e b -2

:5 A

M N

S D

\b a d l1

(9

R o a d w a y \C

A D

D S h e e ts

\B -S u m m

O p ti o n Y

S u m m a ry o f Q u a n ti ti e s

E E .x ls x ]S h e e t

SUMMARY OF QUANTITIES - Option Y

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B7SD BADL 10(9)SD

B8

GRADING SUMMARIES

SCHEDULE A

STATE PROJECT

A

M N S

D b a d l1

R o a d w a y C

A D

D S h e e ts B S u m m S

U M

B

A D

L .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S te v e .S h o r t_

NUMBER

SHEET

SD

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Dillon Pass Embankment Repairs

SD FTNP BADL 10(9)

NPS PMIS NO.: 225939/227427 DRAWING NO.: 137/150018

B11

SUMMARIES

MISCELLANEOUS

SCHEDULE A

STATE PROJECT

A

M N S

D b a d l1

R o a d w a y C

A D

D S h e e ts B S u m m S

U M

B

A D

L .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S te v e .S h o r t_

NUMBER

SHEET

SD

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Dillon Pass Embankment Repairs

MISCELLANEOUS SUMMARIES

OPTION X

B14

STATE PROJECT

A

M N S

D b a d l1

R o a d w a y C

A D

D S h e e ts B S u m m S

U M O

P T X

B A

D L .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S te v e .S h o r t_

NUMBER

SHEET

SD

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Dillon Pass Embankment Repairs

MISCELLANIOUS SUMMARIES

OPTION Y

B15

STATE PROJECT

A

M N S

D b a d l1

R o a d w a y C

A D

D S h e e ts B S u m m S

U M O

P T Y

B A

D L .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S te v e .S h o r t_

NUMBER

SHEET

SD

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Dillon Pass Embankment Repairs

100%_B-sheets.pdf
SUM_BADL10(9)
SUM_BADL10(9)
SUM_BADL10(9)
SUM_BADL10(9)
SUM_BADL10(9)
SUM(OPT-X)_BADL10(9)
SUM(OPT-X)_BADL10(9)
SUM(OPT-Y)_BADL10(9)
100%_B-sheets.pdf
SUM_BADL10(9)
SUM_BADL10(9)
SUM_BADL10(9)
SUM_BADL10(9)
SUM_BADL10(9)
SUM(OPT-X)_BADL10(9)
SUM(OPT-X)_BADL10(9)
SUM(OPT-Y)_BADL10(9)

File details come from the government source that posted it. Updated .