glac-p-hq1-ORD_Quantity-Calcs-NB.pdf

PDF 829 KB Posted

Attached to
MT NP GLAC P HQ(1), GLAC HQ Parking Area Rehabilitation
Solicitation number
69056724B000010
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a Quantities Report by Named Boundary for the MT NP GLAC P HQ(1), GLAC HQ Parking Area Rehabilitation project. The report provides detailed quantities information for materials such as subexcavation, pavement layers, fill, and turf establishment across various named boundaries and stations. Key details include:

The project involves the rehabilitation of the GLAC HQ Parking Area. The report provides quantities calculations for materials like pavement, subexcavation, fill, and turf establishment across the HQ Employee Parking Area, HQ Approach Apron, and Vintage Boulevard Maintenance Area. The report includes station-level details on the lengths, top sloped areas, and volumes for each material. This information appears to be in support of the Invitation for Bidders (IFB) solicitation for this project, which has a Solicitation Number of 69056724B000010 and is being managed by the Department of Transportation Federal Highway Administration.

View the file

Other files

File Type Posted
Bid Tabulation_MT NP GLAC P HQ(1).pdf PDF
BidSum_MT NP GLAC P HQ(1).pdf PDF
QA_05-29-2024.pdf PDF
Amendment A001.pdf PDF
QA 5_23_24.pdf PDF
ML_HQ2_YellowTop_XYZ.xlsx XLSX spreadsheet
IFB_69056724B000010_MT NP GLAC P HQ(1).pdf PDF
Profile_Vint_Blvd.pdf PDF
Vint_Blvd_RedTop_XYZ.xlsx XLSX spreadsheet
FLH Bridge oversized or overload vehicle permit request form.pdf PDF
WFLHD Construction Contract Administration_FY 23 V2.pdf PDF
Const_Limit_VintMaint_Area.pdf PDF
HZ_Vint_Blvd_Alignment.pdf PDF
Const_Stake_ML_HQ2.xlsx XLSX spreadsheet
Const_Limit_ML_HQ2.pdf PDF
MT_NP_GLAC_P_HQ(1)-Vint_Blvd_X-sections.pdf PDF
Glacier_HQ_controlsheet.xlsx XLSX spreadsheet
glac-p-hq1_-Planset.pdf PDF
MT NP GLAC P HQ (1)_Amended Final Pavement Memo.pdf PDF
NPS HQ and Swiftcurrent Geotech Rpt.pdf PDF
Const_Stake_Vint_Blvd.xlsx XLSX spreadsheet
Vint_Blvd_Earthwork.pdf PDF
HZ_ML_HQ2_Alignment.pdf PDF
Physical Data.zip ZIP file
ML_HQ2_RedTop_XYZ.xlsx XLSX spreadsheet
Vint_Blvd_YellowTop_XYZ.xlsx XLSX spreadsheet
super_Vint_Blvd.xlsx XLSX spreadsheet
Const_Limit_VintBlvd.pdf PDF
Const_Limit_Emp_Pkng.pdf PDF
MT_NP_GLAC_P_HQ(1)-HQ Road_X-sections.pdf PDF
ML_HQ2_Earthwork.pdf PDF
ML_HQ2_BlueTop_XYZ.xlsx XLSX spreadsheet
Vint_Blvd_BlueTop_XYZ.xlsx XLSX spreadsheet
Profile_ML_HQ2.pdf PDF
Show all 34

On GovTribe

Work with this file

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

Text version

The file's text, extracted by GovTribe without its formatting.

Quantities Report by Named Boundary

Report Created: Monday, February 12, 2024 Time: 12:39:32 PM

Named Boundary Group:

Quantitys

Alignment Name:

Input Grid Factor:

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

Station Named Boundary Name Material Count Length Top Sloped Area Volume

1+45.000 ML-HQ2

Subex_Backfill1: 2068.307 38.286

Pavement Layer 2: 109.832 1.355

Pavement Layer 4: 2068.307 51.076

Turf Establishment: 548.404

Fill: 34.814

Pavement Layer 1: 1958.475 24.162

Volumes_Fill: 31.152 0.107

Volumes_Cut: 2068.532 105.513

Subex_Backfill1: 653.721

Centerline 1: 108.785

Centerline: 108.785

Centerline 4: 108.785

Prop Clearing: 109.598

Edge of Shld 1: 109.797

Edge of Shld: 109.797

Edge of Shld 4: 109.797

Lane Line A1: 217.570

Lane Line A: 217.570

Lane Line A4: 217.570

Centerline Exist: 108.785

DNC: 456.044

Centerline 3: 108.785

Edge of Shld 3: 109.797

Lane Line A3: 217.570

Fill: 109.724

Edge of Pavt 1: 217.570

Edge of Pavt 3: 217.570

Edge of Pavt 4: 217.570

Edge of Pavt: 217.570

Baseline: 254.360

Volumes Report 95% FINAL REVIEW

Page 1 of 1MT NP GLAC P HQ(1) - GLAC HQ PARKING AREA REHABILITATION

Time: 12:47:28 PM

Named Boundary Group:

Quantities

Alignment Name:

Input Grid Factor:

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

Station Named Boundary Name Material Count Length Top Sloped Area Volume

N.A. HQ_Employee_Prkng_Area

Fill: 335.758

Sidewalk Layer 1: 5568.942 68.751

Turf Establishment: 5540.061

Pavement Layer 2: 201.891 2.495

Sidewalk Layer 2: 5568.942 68.751

Curb Bottom: 1780.361 32.969

Pavement Layer 4: 26241.339 647.918

Curb Top: 2367.541 47.557

Cut: 45.224

Subex_Backfill1: 28021.701 518.997

Pavement Layer 1: 26039.449 321.416

Volumes_Fill: 324.287 1.266

Volumes_Cut: 34179.605 1693.032

Prop Sidewalk: 1410.466

Edge of pavement: 1194.397

Terrain_Breakline: 901.220

Curb Back Agg Bot: 1192.481

Curb Back Bot: 1192.481

Curb Face Agg Bot: 1192.914

Curb Face Bot: 1192.914

DNC: 1186.291

Curb Face Top: 1192.028

Curb FL: 1191.929

Sidewalk 1: 1426.505

Sidewalk 2: 1426.505

Approach road match line: 0.000

Baseline: 273.553

Prop Clearing: 1681.075

Cut: 328.687

Subex_Backfill1: 6142.799

Edge of Pavt 1: 3563.833

Edge of Pavt: 193.566

Edge of Pavt 3: 193.566

Edge of Pavt 4: 3563.833

Page 1 of 3MT NP GLAC P HQ(1) - GLAC HQ PARKING AREA REHABILITATION

Station Named Boundary Name Material Count Length Top Sloped Area Volume

Edge of Shld 1: 193.571

Edge of Shld: 201.571

Edge of Shld 3: 193.571

Edge of Shld 4: 193.571

Curb Back Top: 844.620

Ditch_Ctr: 59.831

Fill: 1154.343

Sidewalk: 1128.223

Forced Slope Tie: 55.894

Centerline 1: 0.000

Centerline 4: 0.000

N.A. HQ_App_Apron

Subex_Backfill1: 950.659 17.603

Pavement Layer 2: 98.350 1.214

Pavement Layer 4: 950.659 23.473

Turf Establishment: 368.655

Fill: 38.322

Pavement Layer 1: 852.309 10.520

Volumes_Fill: 35.180 0.169

Volumes_Cut: 957.856 43.593

Terrain_Breakline: 118.906

Approach road match line: 18.000

Edge of Pavt 1: 80.300

Edge of Pavt: 79.353

Edge of Pavt 3: 79.353

Edge of Pavt 4: 80.300

Subex_Backfill1: 381.001

Edge of Shld 1: 81.129

Edge of Shld: 81.129

Edge of Shld 3: 81.129

Edge of Shld 4: 81.129

Prop Clearing: 87.271

Fill: 77.476

Forced Slope Tie: 7.386

Centerline 1: 219.571

Centerline 4: 219.571

Baseline: 78.869

Sidewalk Layer 1:

Sidewalk Layer 2:

Curb Bottom:

Curb Top:

Cut:

Prop Sidewalk:

Edge of pavement:

Curb Back Agg Bot:

Curb Back Bot:

Page 2 of 3MT NP GLAC P HQ(1) - GLAC HQ PARKING AREA REHABILITATION

Curb Face Agg Bot:

Curb Face Bot:

DNC:

Curb Face Top:

Curb FL:

Sidewalk 1:

Sidewalk 2:

Cut:

Curb Back Top:

Ditch_Ctr:

Sidewalk:

Page 3 of 3MT NP GLAC P HQ(1) - GLAC HQ PARKING AREA REHABILITATION

Time: 1:49:11 PM

Named Boundary Group:

Quantities

Alignment Name:

Input Grid Factor:

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

Station Named Boundary Name Material Count Length Top Sloped Area Volume

N.A. Vint_Blvd Maint Area

Turf Establishment: 9192.328

Cut: 10665.827

Pavement Layer 2: 3568.232 39.300

Foreslope: 1946.780

Pavement Layer 4: 84869.504 1939.288

Subex_Backfill1: 80982.715 1500.130

Fill: 83.013

Pavement Layer 3: 24.861

Subex_Backfill2: 1005.978 92.131

Subex_Exc1: 1407.320 224.186

Pavement Layer 1: 72650.230 896.720

Volumes_Fill: 78.244 0.166

Volumes_Cut: 91384.684 5268.676

Baseline: 91.448

Edge of Shld 1: 1517.871

Edge of Shld: 1533.863

Edge of Shld 4: 1509.146

Edge of Shld 3: 679.679

Prop Clearing: 2115.190

Subex_Backfill1: 10268.533

Fill: 410.666

AUX_03: 387.412

Terrain_Breakline: 1142.266

Approach road match line: 72.821

Edge of Pavt 1: 8805.008

Edge of Pavt: 1535.953

Edge of Pavt 3: 726.457

Edge of Pavt 4: 8805.008

AUX_02: 277.852

Terrain_Exterior: 4429.758

Edge of pavement: 404.319

Paved Ditch 1: 515.840

Subex_Exc1: 153.433

DNC: 1680.745

Page 1 of 3MT NP GLAC P HQ(1) - GLAC HQ PARKING AREA REHABILITATION

Ditch: 1647.627

Cut: 1011.889

Forced Slope Tie: 24.572

Ditch_Bottom_Center: 1336.197

Special Ditch LT: 751.773

Edge of Pavt 2: 45.621

N.A. Vint_Blvd

Turf Establishment: 2049.856

Fill: 132.992

Cut: 16.544

Pavement Layer 4: 7039.381 173.830

Subex_Backfill1: 7039.943 130.348

Pavement Layer 2: 867.702 10.712

Pavement Layer 1: 6263.917 77.303

Volumes_Fill: 126.834 0.535

Volumes_Cut: 7150.904 339.767

Baseline: 252.389

Centerline 1: 154.198

Centerline: 154.198

Centerline 4: 154.198

Edge of Shld 1: 437.163

Edge of Shld: 437.163

Edge of Shld 4: 437.163

Lane Line A1: 308.396

Lane Line A: 308.396

Lane Line A4: 308.396

Centerline Exist: 154.198

Centerline 3: 154.198

Edge of Shld 3: 437.163

Lane Line A3: 308.396

DNC: 705.505

Prop Clearing: 433.056

Subex_Backfill1: 2281.995

Approach road match line: 11.648

Cut: 50.435

Fill: 366.086

Edge of Pavt 1: 1382.238

Edge of Pavt 3: 536.792

Edge of Pavt 4: 1382.238

Edge of Pavt: 536.792

Terrain_Exterior: 529.596

Terrain_Breakline: 215.783

Forced Slope Tie: 13.201

Foreslope:

Pavement Layer 3:

Subex_Backfill2:

Page 2 of 3MT NP GLAC P HQ(1) - GLAC HQ PARKING AREA REHABILITATION

Subex_Exc1:

AUX_03:

AUX_02:

Edge of pavement:

Paved Ditch 1:

Subex_Exc1:

Ditch:

Ditch_Bottom_Center:

Special Ditch LT:

Edge of Pavt 2:

Page 3 of 3MT NP GLAC P HQ(1) - GLAC HQ PARKING AREA REHABILITATION

glac-p-hq1_qty_Phase1
glac-p-hq1_qty_Phase1b
glac-p-hq1_qty_Phase2

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