ak-f-cnf_101502_EW_ElemCompQtysRpt_100.pdf

PDF 65 KB Posted

Attached to
AK FS CNF 1015(2), Russian River Campground Access Phase 2 Federal contract opportunity
Solicitation number
69056722B000007
Issued by
Department of Transportation Federal Highway Administration

About this file

This elements quantity report provides surface area, volume, and estimated total cost information for various components of a highway construction project located on the Russian River in Alaska. Specifically, it details quantities and costs for grading, pavement in four layers, a draft drainage culvert, soil nail and MSE retaining walls, fill walls, gutters, and a top mesh. The largest elements by volume are the pavement layers 1 and 3 at 114522.945 and 129362.832 cubic feet respectively. Retaining walls include soil nail, MSE, and fill types. The estimated total cost for all elements is $8,956,612.84.

The related federal contract opportunity is a solicitation for the AK FS CNF 1015(2) Russian River Campground Access Phase 2 project issued by the Federal Highway Administration. The solicitation documents provide additional details regarding the highway construction project located on the Russian River in Alaska.

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Other files for this federal contract opportunity

Other files attached to AK FS CNF 1015(2), Russian River Campground Access Phase 2, newest first.
File Type Posted
BidTab AK FS CNF 101(2).pdf PDF
BidSum AK FS CNF 1015(2).pdf PDF
QA_07-06a-2022.pdf PDF
QA_07-06-2022.pdf PDF
QA_07-05a-2022.pdf PDF
Amendment A005.pdf PDF
QA_07-05-2022.pdf PDF
QA_07-01a-2022.pdf PDF
QA_07-01-2022.pdf PDF
QA_06-30-2022.pdf PDF
Amendment A004.pdf PDF
QA_06-29-2022.pdf PDF
QA_06-24-2022.pdf PDF
Amendment A003.pdf PDF
QA_06-23-2022.pdf PDF
QA_06-22-2022.pdf PDF
Amendment A002.pdf PDF
Amendment A001 .pdf PDF
GR 04-22 AK FS CNF 1015(2) - Russian River Campground Phase II Geotechnical Report (REVISED 5-3-22).pdf PDF
RussianRiver_CG_controlsheet.xlsx XLSX spreadsheet
ak-f-cnf-101502_Prof_Rpt_AP640LT.xlsx XLSX spreadsheet
Final ak-f-cnf101502_Plan_Set.pdf PDF
ak-f-cnf_101502_EW_CorrCompQtysRpt_100.pdf PDF
Physical Data.zip ZIP file
ak-f-cnf-101502_Super_Rpt.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt_AP640LT.xlsx XLSX spreadsheet
ak-f-cnf101502_Appr_Calcs_EW_AP640LT_100.pdf PDF
AK_signedSWPPP_AK FS CNF 1015(2) for contract.pdf PDF
ak-f-cnf101502_xs_01_new.pdf PDF
RussianRiverRd_RetainingWallMemo 12-10-2019.pdf PDF
ak-f-cnf101502_xs_01_culv.pdf PDF
Russian River - Hydraulics_Construction_Handoff_Memo.pdf PDF
ak-f-cnf-101502_Prof_Rpt.pdf PDF
ak-f-cnf-101502_Prof_Rpt_AP640LT.pdf PDF
ak-f-cnf-101502_Prof_Rpt_AP603LT.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt_AP640LT.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt_AP603LT.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt_AP603LT.xlsx XLSX spreadsheet
ak-f-cnf-101502_Super_Rpt.xlsx XLSX spreadsheet
ak-f-cnf-101502_Prof_Rpt.xlsx XLSX spreadsheet
ak-f-cnf101502_Appr_Calcs_EW_AP603LT_100.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt.pdf PDF
ak-f-cnf-101502_Prof_Rpt_AP603LT.xlsx XLSX spreadsheet
ak-f-cnf-101502_Horiz_Ali_Rpt.xlsx XLSX spreadsheet
IFB AK FS CNF 1015(2).pdf PDF
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Text version

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

Surface Material Area Volume Unit Cost Material Cost

Mesh\Modeling\Components\Grading\XS_T C_Cut: 43342.736 1 43342.736 Mesh\Modeling\Components\Grading\XS_T C_Foreslope: 39081.547 1 39081.547 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 1: 1369.43 1 1369.435 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 1: 114522.945 1 114522.945 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 2: 2951.17 1 2951.174 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 2: 126993.427 1 126993.427 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 3: 13124.62 1 13124.622 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 3: 129362.832 1 129362.832 Mesh\Modeling\Components\DNC\XS_TC_D raft-DNC: 30.329 1 30.329 Mesh\Modeling\Components\Grading\XS_T C_Fill: 30703.332 1 30703.332 Mesh\Modeling\Components\Wall - Soil Nail\XS_TC_Soil Nail Wall Back: 90.67 1 90.667 Mesh\Modeling\Components\Wall - Soil Nail\XS_TC_Soil Nail Wall Back: 1364.937 1 1364.937 Mesh\Modeling\Components\Wall - Soil Nail\XS_TC_Soil Nail Wall Top: 1058.868 1 1058.868 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Facing: 520.2 1 520.2 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Facing: 15122.001 1 15122.001 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Excavation: 2932.104 1 2932.104 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Foundation: 433.99 1 433.992 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Foundation: 18218.931 1 18218.931 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 1: 8057.51 1 8057.514 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 1: 29767.068 1 29767.068

Elements Component Quantities Report Report Created: Friday, March 25, 2022

Time: 9:14:54 AM

Corridor: CHN4

Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Veneer: 14061.454 1 14061.454 Mesh\Modeling\Components\Wall - Fill\XS_TC_Fill Wall Btm: 243.36 1 243.355 Mesh\Modeling\Components\Wall - Fill\XS_TC_Fill Wall Btm: 3669.713 1 3669.713 Mesh\Modeling\Components\Wall\XS_TC_ Wall Gutter: 39.38 1 39.383 Mesh\Modeling\Components\Wall\XS_TC_ Wall Gutter: 1104.148 1 1104.148 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 2: 2576.14 1 2576.139 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 2: 41022.806 1 41022.806 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 4: 1472.95 1 1472.949 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 4: 11490.723 1 11490.723 Mesh\Modeling\Top Mesh: 240883.511 1 240883.511

Totals:

Mesh\Modeling\Components\Grading\XS_T C_Cut: 43342.736 1 43342.736 Mesh\Modeling\Components\Grading\XS_T C_Foreslope: 39081.547 1 39081.547 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 1: 1369.43 1 1369.435 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 1: 114522.945 1 114522.945 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 2: 2951.17 1 2951.174 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 2: 126993.427 1 126993.427 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 3: 13124.62 1 13124.622 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 3: 129362.832 1 129362.832 Mesh\Modeling\Components\DNC\XS_TC_D raft-DNC: 30.329 1 30.329 Mesh\Modeling\Components\Grading\XS_T C_Fill: 30703.332 1 30703.332 Mesh\Modeling\Components\Wall - Soil Nail\XS_TC_Soil Nail Wall Back: 90.67 1 90.667 Mesh\Modeling\Components\Wall - Soil Nail\XS_TC_Soil Nail Wall Back: 1364.937 1 1364.937 Mesh\Modeling\Components\Wall - Soil Nail\XS_TC_Soil Nail Wall Top: 1058.868 1 1058.868 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Facing: 520.2 1 520.2

MSE\XS_TC_MSE Wall Facing: 15122.001 1 15122.001

MSE\XS_TC_MSE Wall Excavation: 2932.104 1 2932.104 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Foundation: 433.99 1 433.992 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Foundation: 18218.931 1 18218.931 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 1: 8057.51 1 8057.514 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 1: 29767.068 1 29767.068 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Veneer: 14061.454 1 14061.454 Mesh\Modeling\Components\Wall - Fill\XS_TC_Fill Wall Btm: 243.36 1 243.355 Mesh\Modeling\Components\Wall - Fill\XS_TC_Fill Wall Btm: 3669.713 1 3669.713 Mesh\Modeling\Components\Wall\XS_TC_ Wall Gutter: 39.38 1 39.383 Mesh\Modeling\Components\Wall\XS_TC_ Wall Gutter: 1104.148 1 1104.148 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 2: 2576.14 1 2576.139 Mesh\Modeling\Components\Wall - MSE\XS_TC_MSE Wall Backfill 2: 41022.806 1 41022.806 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 4: 1472.95 1 1472.949 Mesh\Modeling\Components\Pavt\XS_TC_P avement Layer 4: 11490.723 1 11490.723 Mesh\Modeling\Top Mesh: 240883.511 1 240883.511

895612.84Total Estimated Cost:

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