ID FLAP Canyon MULTI(1)_Earthwork-approaches.pdf

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ID FLAP CANYON MULTI(1), Indiana and Orchard Shared Roadway
Solicitation number
69056724B000009
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Written by GovTribe AI ·

This document is an Earthwork Quantities Report for the ID FLAP Canyon MULTI(1) federal highway project. It provides detailed information on the earthwork requirements for select approaches along the roadway, including pavement layer lengths, areas, and volumes for cut and fill work. The report covers multiple stations and named boundary groups, with specifics on pavement layers, edge of widening, approach road match lines, and baseline information.

The related federal contract opportunity is an Invitation for Bidders (IFB) solicitation from the Department of Transportation Federal Highway Administration for the ID FLAP Canyon MULTI(1), Indiana and Orchard Shared Roadway project. The IFB, plans, physical data, and construction contract administration documents are provided as attachments. This appears to be a construction services contract with two bid schedules, where only one schedule will be awarded.

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Other files

File Type Posted
UPDATED_Bid Tab_ID FLAP CANYON MULTI(1).pdf PDF
Bid Tab_ID FLAP CANYON MULTI(1).pdf PDF
BidSum_ID FLAP CANYON MULTI(1).pdf PDF
QA_06-24-2024.pdf PDF
QA_06-20-2024_A.pdf PDF
QA_06-20-2024.pdf PDF
QA_06-18-2024.pdf PDF
Amendment A001.pdf PDF
QA_06-04-2024.pdf PDF
Physical Data.zip ZIP file
ID FLAP Canyon MULTI(1)_XYZ asphalt-MAIN 02.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_XS-APPR 01.pdf PDF
ID FLAP Canyon MULTI(1)_Clearing Limits-APPR 01.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_XYZ asphalt-MAIN 01-A.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_3025A1_Bridge-Inspection-Report.pdf PDF
ID FLAP Canyon MULTI(1)_XYZ base-APPR 01.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_Earthwork-MAIN 01.pdf PDF
ID FLAP Canyon MULTI(1)_GM3623 Final Foundation and Geotechnical Recommendations Memo.pdf PDF
IFB_69056724B000009_ID FLAP CANYON MULTI(1).pdf PDF
ID FLAP Canyon MULTI(1)_XYZ base-MAIN 01-A.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_Staking Notes-MAIN 01-A.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_Earthwork-MAIN 02.pdf PDF
ID FLAP Canyon MULTI(1)_Staking Notes-MAIN 01-B.xlsx XLSX spreadsheet
WFLHD Construction Contract Administration_FY 23 V2.pdf PDF
ID FLAP Canyon MULTI(1)_plans.pdf PDF
ID FLAP Canyon MULTI(1)_Staking Notes-MAIN 02.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_Staking Notes-APPR 01.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_proposed-MAIN 01-02.pdf PDF
ID FLAP Canyon MULTI(1)_XYZ asphalt-MAIN 01-B.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_XYZ base-MAIN 02.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_control-points.xlsx XLSX spreadsheet
ID FLAP Canyon MULTI(1)_XS-MAIN 02.pdf PDF
ID FLAP Canyon MULTI(1)_ROW-plans-stamped.dgn.pdf PDF
ID FLAP Canyon MULTI(1)_XS-MAIN 01.pdf PDF
ID FLAP Canyon MULTI(1)_proposed-APPR 01.pdf PDF
ID FLAP Canyon MULTI(1)_XYZ base-MAIN 01-B.xlsx XLSX spreadsheet
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Earthwork Quantities Report for Select

Approaches for

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT

ID FLAP Canyon MULTI(1)

Indiana & Orchard Shared Roadway

Quantities Report by Named Boundary Report Created: Tuesday, November 7, 2023

Time: 2:46:07 PM

Named Boundary Group: MAIN 01

Alignment Name: MAIN 01

Input Grid Factor: Note: All units in this report are in feet, square feet and cubic feet unless specified otherwise.

Station Named Boundary Name Material Count Length Top Sloped Area Volume

10027.085 DRWY 178+18

Pavement Layer 3: 195.797 78.767 Pavement Layer 1: 37.851 6.308

Volumes_Cut: 158.055 91.709 Edge of widening: 24.112

Approach road match line: 93.815

10035.453 DRWY 182+36

Pavement Layer 3: 245.112 111.280 Pavement Layer 1: 39.551 13.178

Volumes_Fill: 2.692 Volumes_Cut: 218.264 66.108

Edge of widening: 35.354 Approach road match line: 102.452

10038.345 DRWY 143+19

Pavement Layer 3: 229.815 105.648 Pavement Layer 1: 32.017 10.667

Volumes_Fill: 15.066 0.642 Volumes_Cut: 185.193 51.336

Edge of widening: 32.156 Approach road match line: 91.708

10042.300 DRWY 219+25

Pavement Layer 1: 44.830 14.936 Pavement Layer 3: 229.592 101.455

Volumes_Cut: 182.949 93.898 Edge of widening: 41.414

Approach road match line: 104.827 Volumes_Fill:

10043.795 DRWY 178+44

Pavement Layer 1: 581.763 96.306 Pavement Layer 3: 1163.508 288.859

Volumes_Cut: 582.037 418.296 Edge of widening: 38.127

Approach road match line: 104.389 Volumes_Fill:

10046.534 DRWY 172+03

Station Named Boundary Name Material Count Length Top Sloped Area Volume Pavement Layer 3: 297.718 132.657 Pavement Layer 1: 54.353 18.111

Volumes_Fill: 1.347 0.031 Volumes_Cut: 239.903 86.349

Edge of widening: 45.980 Approach road match line: 115.987

10051.045 DRWY 161+78

Pavement Layer 3: 264.818 119.816 Pavement Layer 1: 44.018 14.667

Volumes_Cut: 220.164 90.865 Edge of widening: 48.911

Approach road match line: 102.578 Volumes_Fill:

10051.124 DRWY 104+02

Pavement Layer 3: 473.782 285.892 Pavement Layer 1: 50.001 16.651

Volumes_Fill: 228.644 109.309 Volumes_Cut: 193.965 93.661

Edge of widening: 49.950 Approach road match line: 145.658

Baseline: 30.419

10052.063 DRWY 144+15

Pavement Layer 3: 444.550 205.445 Pavement Layer 1: 64.853 21.611

Volumes_Fill: 10.523 2.414 Volumes_Cut: 369.853 146.346

Edge of widening: 53.306 Approach road match line: 151.853

Baseline:

10055.945 DRWY 145+00

Pavement Layer 3: 526.109 244.081 Pavement Layer 1: 72.421 24.130

Volumes_Fill: 0.011 0.000 Volumes_Cut: 457.189 173.363

Edge of widening: 54.919 Approach road match line: 164.119

Baseline:

10068.535 DRWY 131+84

Pavement Layer 3: 1028.216 489.685 Pavement Layer 1: 93.633 31.185

Volumes_Fill: 129.352 19.759 Volumes_Cut: 808.307 257.664

Edge of widening: 70.425 Approach road match line: 203.924

Baseline:

10072.346 DRWY 105+60

Pavement Layer 3: 1166.425 978.592 Pavement Layer 1: 396.137 131.980

Volumes_Fill: 4.664 Volumes_Cut: 776.975 885.982

Edge of widening: 64.579 Approach road match line: 208.715

Baseline:

10073.371 DRWY 118+79

Pavement Layer 3: 399.253 182.678 Pavement Layer 1: 59.795 19.923

Volumes_Fill: 137.943 16.023 Volumes_Cut: 201.214 69.332

Edge of widening: 64.515 Approach road match line: 136.769

Baseline:

10110.000 DRWY 101+11

Pavement Layer 3: 1514.650 377.525 Pavement Layer 1: 757.325 125.867

Volumes_Cut: 756.789 291.002 Baseline: 100.013

Edge of widening: 100.000 Approach road match line: 159.906

Volumes_Fill:

10121.326 Murphys Neck

DNC:

Cut: 89.594 Fill: 880.943

Pavement Layer 4: 676.715 284.225 Turf Establishment: 856.959 Pavement Layer 3: 46.153 19.072 Pavement Layer 1: 16.001 5.332

Volumes_Fill: 1208.893 1755.085 Foreslope: 184.820

Volumes_Cut: 272.983 99.706 Edge of widening: 106.725

Centerline 1: 81.559 Centerline: 81.559

Edge of Widen 1: 163.288 Edge of Widen: 163.119 Edge of Pavt 1: 163.119 Edge of Shld 1: 163.119

Edge of Shld: 240.357 Volumes_Topsoil Stripping Limits: 173.253

Prop Clearing: 173.728 Fill: 148.965 Cut: 24.288

Approach road match line: 36.147

Baseline: 85.106

10129.066 DRWY 104+41

Pavement Layer 3: 3504.327 2615.354 Pavement Layer 1: 865.029 288.164

Volumes_Fill: 975.390 245.336 Volumes_Cut: 1663.513 1602.034

Edge of widening: 125.746 Approach road match line: 399.914

Baseline: 29.154

DNC:

Cut:

Fill:

Pavement Layer 4:

Turf Establishment:

Foreslope:

Centerline 1:

Centerline:

Edge of Widen 1:

Edge of Widen:

Edge of Pavt 1:

Edge of Shld 1:

Edge of Shld:

Volumes_Topsoil Stripping Limits:

Prop Clearing:

Fill:

Cut:

10170.000 DRWY 101+92

Pavement Layer 3: 746.936 186.582 Pavement Layer 1: 373.468 62.207

Volumes_Cut: 373.383 188.031 Edge of widening: 59.663

Approach road match line: 90.856 Baseline: 16.960

Volumes_Fill:

DNC:

Cut:

Fill:

Pavement Layer 4:

Turf Establishment:

Foreslope:

Centerline 1:

Centerline:

Edge of Widen 1:

Edge of Widen:

Edge of Pavt 1:

Edge of Shld 1:

Edge of Shld:

Volumes_Topsoil Stripping Limits:

Prop Clearing:

Fill:

Cut:

10170.000 DRWY 101+92 LT

Pavement Layer 3: 321.687 160.680

Volumes_Fill: 3.869 0.176 Volumes_Cut: 317.873 111.244

Baseline: 81.519 Edge of widening: 60.337

Approach road match line: 85.762 Pavement Layer 1:

DNC:

Cut:

Fill:

Pavement Layer 4:

Turf Establishment:

Foreslope:

Centerline 1:

Centerline:

Edge of Widen 1:

Edge of Widen:

Edge of Pavt 1:

Edge of Shld 1:

Edge of Shld:

Volumes_Topsoil Stripping Limits:

Prop Clearing:

Fill:

Cut:

10210.000 DRWY 102+35 LT

Pavement Layer 3: 376.728 187.980

Volumes_Fill: 56.737 8.297 Volumes_Cut: 319.900 107.881

Baseline: 62.990 Edge of widening: 40.419

Approach road match line: 89.791 Pavement Layer 1:

DNC:

Cut:

Fill:

Pavement Layer 4:

Turf Establishment:

Foreslope:

Centerline 1:

Centerline:

Edge of Widen 1:

Edge of Widen:

Edge of Pavt 1:

Edge of Shld 1:

Edge of Shld:

Volumes_Topsoil Stripping Limits:

Prop Clearing:

Fill:

Cut:

10210.000 DRWY 102+35

Pavement Layer 3: 392.834 195.797

Volumes_Fill: 82.219 14.569 Volumes_Cut: 310.838 121.379

Edge of widening: 39.581 Approach road match line: 93.757

Baseline: 23.768 Pavement Layer 1:

DNC:

Cut:

Fill:

Pavement Layer 4:

Turf Establishment:

Foreslope:

Centerline 1:

Centerline:

Edge of Widen 1:

Edge of Widen:

Edge of Pavt 1:

Edge of Shld 1:

Edge of Shld:

Volumes_Topsoil Stripping Limits:

Prop Clearing:

Fill:

Cut:

10490.000 DRWY 104+99

Pavement Layer 3: 819.006 474.588 Pavement Layer 1: 66.569 22.177

Volumes_Fill: 288.554 55.926 Volumes_Cut: 463.546 218.005

Baseline: 115.000 Edge of widening: 80.000

Approach road match line: 184.012

DNC:

Cut:

Fill:

Pavement Layer 4:

Turf Establishment:

Foreslope:

Centerline 1:

Centerline:

Edge of Widen 1:

Edge of Widen:

Edge of Pavt 1:

Edge of Shld 1:

Edge of Shld:

Volumes_Topsoil Stripping Limits:

Prop Clearing:

Fill:

Cut:

Quantities Report by Named Boundary Report Created: Monday, October 30, 2023

Time: 1:43:36 PM

Named Boundary Group: MAIN 02

Alignment Name: MAIN 02

Input Grid Factor: Note: All units in this report are in feet, square feet and cubic feet unless specified otherwise.

Station Named Boundary Name Material Count Length Top Sloped Area Volume

1970.000 DRWY 19+93

Pavement Layer 3: 248.470 115.670 Pavement Layer 1: 47.125 15.699

Volumes_Cut: 209.148 86.263 Baseline: 60.000

Edge of widening: 60.000 Approach road match line: 110.901

2032.185 DRWY 20+58

Pavement Layer 1: 452.743 75.087 Pavement Layer 3: 905.486 225.217

Volumes_Cut: 451.992 243.433 Baseline: 72.185

Edge of widening: 62.185 Approach road match line: 127.837

2110.000 DRWY 21+03

Pavement Layer 1: 113.447 18.905 Pavement Layer 3: 610.840 247.963

Volumes_Cut: 498.053 208.232 Baseline: 87.815

Edge of widening: 77.815 Approach road match line: 198.865

6370.000 DRWY 63+94

Pavement Layer 1: 417.411 68.912 Pavement Layer 3: 834.821 206.696

Volumes_Cut: 418.553 194.875 Baseline: 75.507

Edge of widening: 60.000 Approach road match line: 115.775

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