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
Issued by
Department of Transportation Federal Highway Administration

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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Other files for this federal contract opportunity

Other files attached to MT FLAP BOR 2980(1), Sun River Bridge Replacement, newest first.
File Type Posted
Tabulation of Bids.pdf PDF
BidSum.pdf PDF
QA_11-13-2024.pdf PDF
Amendment A008.pdf PDF
QA_11-08-2024.pdf PDF
Amendment A007.pdf PDF
QA_11-07-2024.pdf PDF
Amendment A006.pdf PDF
QA_11-06-2024.pdf PDF
QA_11-05-2024 part 2.pdf PDF
QA_11-05-2024.pdf PDF
Pages from D-1771-D0000 Construction Documents 1944.pdf PDF
Siphon Construction Narrative.pdf PDF
Amendment A005.pdf PDF
QA_11-04-2024.pdf PDF
QA_11-01-2024.pdf PDF
QA_10-31-2024.pdf PDF
QA_10-24-2024.pdf PDF
Amendment A004.pdf PDF
QA_10-22-2024.pdf PDF
Amendment A003.pdf PDF
Amendment A002.pdf PDF
QA_10-18-2024.pdf PDF
Physical Data_2.zip ZIP file
Amendment A001.pdf PDF
mta-bor298001_Plans Sun River Bridge Replacement.pdf PDF
Physical Data.zip ZIP file
FY21_GPMT0311_Rtn-FC InspRpt.pdf PDF
mta-bor298001_CompiledSWPPP_Signed.pdf PDF
mta-bor298001_ALI_APPR_APPR-02.pdf PDF
mta-bor298001_PRO_APPR_APPR-02.pdf PDF
mta-bor298001_ALI_MAIN_MAIN-01.pdf PDF
mta-bor298001_FinalHydraulicMemo.pdf PDF
mta-bor2980-1_SunRiverBridge_SiphonInspectionReport.pdf PDF
mta-bor298001_QTY_EARTHWORK_Mainline.pdf PDF
mta-bor298001_PRO_APPR_APPR-01.pdf PDF
mta-bor298001_PRO_MAIN_MAIN-01.pdf PDF
mta-bor298001_QTY_EARTHWORK_Approaches.xlsx XLSX spreadsheet
IFB Sun River Bridge Replacement.pdf PDF
mta-bor2980-1_SunRiverBridge_HaulRoadAssessment.pdf PDF
mta-bor2980-1_Combined Asbestos Report 999-5098.pdf PDF
mta-bor2980-1_SunRiverBridge_InadvertentDiscoveryPlan.pdf PDF
mta-bor298001_ALI_APPR_APPR-01.pdf PDF
mta-bor298001_SuperelevationReport.xlsx XLSX spreadsheet
mta-bor298001_SUR_ControlPoints.xlsx XLSX spreadsheet
Show all 45

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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.
StationNamed Boundary NameMaterialCountLengthTop Sloped AreaVolume
1000Plan 1
Fill:4222.023
Turf Establishment:5076.133
DNC:1293.189
Cut:7066.473
Foreslope:2843.962
MSE Wall Excavation:8047.55712679.176
MSE Wall Backfill 3:12131.6586497.512
MSE Wall Backfill 2:3741.50146487.398
MSE Wall Veneer:
Lane Layer 1:516.361773.798
Pavement Layer 1:11222.13214624.916
MSE Wall Backfill 1:206.8773575.919
Shoulder Layer 1:1563.3732343.754
MSE Wall Foundation:3537.272525.691
Wall Seeding:1068.831
MSE Wall Backfill 5:891.605260.941
Wedge Layer 1:3375.2663442.565
Exist Topsoil:26371.34712812.631
Volumes_Cut:15834.96633299.895
Volumes_Fill:16420.79841236.67
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
2500Plan 2
Turf Establishment:5487.603
Cut:12556.354
Fill:16333.907
DNC:
Pavement Layer 1:24300.37529178.437
Foreslope:9371.871
Shoulder Layer 1:4382.5946535.028
Exist Topsoil:50837.6524609.995
Volumes_Cut:17959.77122311.108
Volumes_Fill:39254.007169085.498
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:

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