mta-bor298001_QTY_EARTHWORK_Mainline.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- MT FLAP BOR 2980(1), Sun River Bridge Replacement Federal contract opportunity
- Solicitation number
- 69056724B000016
About this file
This document appears to be a report detailing quantity estimates for various earthwork and construction materials required for the MT FLAP BOR 2980(1), Sun River Bridge Replacement project. The project involves constructing a new 462-foot long, 3-span precast-post-tensioned girder bridge with a precast concrete deck about 200 feet downstream of the existing steel truss bridge. The approaches will be on embankments with MSE walls. Key quantities include fill, cut, topsoil, pavement, foreslope, shoulder layer, MSE wall excavation and backfill. The overall project length is 0.36 miles with a tentative completion date of Fall 2026. This is a Firm-Fixed-Price contract with an estimated price range between $10 million to $20 million. The solicitation is offered for full and open competition on an unrestricted basis by the Department of Transportation Federal Highway Administration.
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Text version
RPT5rx1ssol Quantities Report by Named Boundary
| Report Created: Monday, June 3, 2024 | ||
| Time: 11:08:39 AM | ||
| Named Boundary Group: | Mainline Plan Quantities | |
| 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 |
| 1000 | Plan 1 | |||||
| Fill: | 4222.023 | |||||
| Turf Establishment: | 5076.133 | |||||
| DNC: | 1293.189 | |||||
| Cut: | 7066.473 | |||||
| Foreslope: | 2843.962 | |||||
| MSE Wall Excavation: | 8047.557 | 12679.176 | ||||
| MSE Wall Backfill 3: | 12131.658 | 6497.512 | ||||
| MSE Wall Backfill 2: | 3741.501 | 46487.398 | ||||
| MSE Wall Veneer: | ||||||
| Lane Layer 1: | 516.361 | 773.798 | ||||
| Pavement Layer 1: | 11222.132 | 14624.916 | ||||
| MSE Wall Backfill 1: | 206.877 | 3575.919 | ||||
| Shoulder Layer 1: | 1563.373 | 2343.754 | ||||
| MSE Wall Foundation: | 3537.27 | 2525.691 | ||||
| Wall Seeding: | 1068.831 | |||||
| MSE Wall Backfill 5: | 891.605 | 260.941 | ||||
| Wedge Layer 1: | 3375.266 | 3442.565 | ||||
| Exist Topsoil: | 26371.347 | 12812.631 | ||||
| Volumes_Cut: | 15834.966 | 33299.895 | ||||
| Volumes_Fill: | 16420.798 | 41236.67 | ||||
| Baseline: | 908.6011864 | |||||
| AUX_10: | 92.5318688 | |||||
| DNC: | 4400.7119923 | |||||
| Exist Asphalt: | 41.9980107 | |||||
| Volumes_Topsoil Stripping Limits: | 1925.8535146 | |||||
| Centerline 1: | 614.1113163 | |||||
| Centerline: | 614.1113163 | |||||
| Prop Clearing: | 1165.5596148 | |||||
| Ditch: | 783.9693282 | |||||
| Edge of Widen 1: | 471.2261362 | |||||
| Edge of Widen: | 1090.1989264 | |||||
| Edge of Pavt 1: | 1004.2290762 | |||||
| Edge of Shld 1: | 860.1213246 | |||||
| Edge of Shld: | 1224.574726 | |||||
| Centerline Exist: | 614.1113163 | |||||
| Cut: | 719.5646133 | |||||
| Fill: | 380.8647232 | |||||
| Guardrail Widening 2: | 71.7336711 | |||||
| Guardrail Widening 1: | 739.1999761 | |||||
| Guardrail Widening: | 477.2815996 | |||||
| MSE Wall Backfill 2: | 550.6105399 | |||||
| MSE Wall Backfill 3: | 895.0555942 | |||||
| MSE Wall: | 628.9791375 | |||||
| MSE Wall Excavation: | 1300.3775225 | |||||
| MSE Wall Foundation: | 482.708489 | |||||
| MSE Wall Backfill 1: | 715.8554953 | |||||
| Underdrains: | 269.7232763 | |||||
| MSE Wall Backfill 5: | 533.9707073 | |||||
| Prop Shoulder1: | 332.4859763 | |||||
| DNC-4: | 45.5035028 | |||||
| Guardrail_Single_Wood_Post_R: | 173.4646475 | |||||
| Guardrail_Single_Wood_Post_L: | 193.9902223 | |||||
| PL_Fill Wall: | 183.1930739 | |||||
| Slopes: | 93.1908603 | |||||
| Approach road match line: | 122.0041303 | |||||
| Edge of Pavt Exist: | 1217.4313417 | |||||
| AUX_04: | 90.9289689 | |||||
| AUX_05: | 59.5303737 | |||||
| 2500 | Plan 2 | |||||
| Turf Establishment: | 5487.603 | |||||
| Cut: | 12556.354 | |||||
| Fill: | 16333.907 | |||||
| DNC: | ||||||
| Pavement Layer 1: | 24300.375 | 29178.437 | ||||
| Foreslope: | 9371.871 | |||||
| Shoulder Layer 1: | 4382.594 | 6535.028 | ||||
| Exist Topsoil: | 50837.65 | 24609.995 | ||||
| Volumes_Cut: | 17959.771 | 22311.108 | ||||
| Volumes_Fill: | 39254.007 | 169085.498 | ||||
| Baseline: | 1041.6025288 | |||||
| AUX_10: | 1293.6637487 | |||||
| Volumes_Topsoil Stripping Limits: | 3820.3012941 | |||||
| Centerline 1: | 1186.8386049 | |||||
| Centerline: | 1186.8386049 | |||||
| Prop Clearing: | 1695.5462426 | |||||
| DNC: | 3613.9385967 | |||||
| Ditch: | 1415.2564616 | |||||
| Edge of Widen 1: | 2011.5212671 | |||||
| Edge of Widen: | 2037.5715538 | |||||
| Edge of Pavt 1: | 2037.5715538 | |||||
| Edge of Shld 1: | 1660.00472 | |||||
| Edge of Shld: | 1660.00472 | |||||
| Centerline Exist: | 829.9933841 | |||||
| Cut: | 800.4081942 | |||||
| Fill: | 891.7379663 | |||||
| Edge of Pavt Exist: | 2092.9278583 | |||||
| MSE Wall Excavation: | ||||||
| MSE Wall Backfill 3: | ||||||
| MSE Wall Backfill 2: | ||||||
| MSE Wall Veneer: | ||||||
| Lane Layer 1: | ||||||
| MSE Wall Backfill 1: | ||||||
| MSE Wall Foundation: | ||||||
| Wall Seeding: | ||||||
| MSE Wall Backfill 5: | ||||||
| Wedge Layer 1: | ||||||
| Exist Asphalt: | ||||||
| Guardrail Widening 2: | ||||||
| Guardrail Widening 1: | ||||||
| Guardrail Widening: | ||||||
| MSE Wall Backfill 2: | ||||||
| MSE Wall Backfill 3: | ||||||
| MSE Wall: | ||||||
| MSE Wall Excavation: | ||||||
| MSE Wall Foundation: | ||||||
| MSE Wall Backfill 1: | ||||||
| Underdrains: | ||||||
| MSE Wall Backfill 5: | ||||||
| Prop Shoulder1: | ||||||
| DNC-4: | ||||||
| Guardrail_Single_Wood_Post_R: | ||||||
| Guardrail_Single_Wood_Post_L: | ||||||
| PL_Fill Wall: | ||||||
| Slopes: | ||||||
| Approach road match line: | ||||||
| AUX_04: | ||||||
| AUX_05: |
File details come from the government source that posted it. Updated .