mta-bor298001_QTY_EARTHWORK_Mainline.pdf
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- Attached to
- MT FLAP BOR 2980(1), Sun River Bridge Replacement Federal contract opportunity
- Solicitation number
- 69056724B000016
About this file
This document is a Quantities Report for the MT FLAP BOR 2980(1), Sun River Bridge Replacement project. The project involves building a new 462-foot long, 3-span precast-post-tensioned girder bridge with a precast concrete deck, along with new approach embankments and MSE wall approaches, approximately 200 feet downstream of the existing steel truss bridge. The work may include an optional demolition of the existing bridge. The project is located 50 miles northwest of Augusta, Montana and has an estimated completion date of Fall 2026. The contract is a Sealed Bid, Firm-Fixed-Price with an estimated price range between $10 million to $20 million. The Quantities Report provides detailed measurements and volumes for various materials and construction elements such as fill, cut, pavement, shoulder, MSE walls, and more along the project alignment.
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Text version
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: 4400.711992
Exist Asphalt: 41.9980107 Limits: 1925.853515 Centerline 1: 614.1113163 Centerline: 614.1113163 Prop Clearing: 1165.559615 Ditch: 783.9693282 Edge of Widen 1: 471.2261362 Edge of Widen: 1090.198926 Edge of Pavt 1: 1004.229076 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: 1300.377523 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
_R: 173.4646475 _L: 193.9902223 PL_Fill Wall: 183.1930739 Slopes: 93.1908603 Approach road match line: 122.0041303 Edge of Pavt Exist: 1217.431342
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: 1041.602529
AUX_10: 1293.663749
Limits: 3820.301294 Centerline 1: 1186.838605 Centerline: 1186.838605 Prop Clearing: 1695.546243
DNC: 3613.938597
Ditch: 1415.256462 Edge of Widen 1: 2011.521267 Edge of Widen: 2037.571554 Edge of Pavt 1: 2037.571554 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: 2092.927858 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:
_R:
_L:
PL_Fill Wall:
Slopes:
Approach road match line:
AUX_04:
AUX_05:
File details come from the government source that posted it. Updated .