af05801_BULK_Earthwork.pdf
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- Solicitation number
- 69056725B000001
About this file
This document appears to be a detailed computation of earthwork quantities for a federal construction project. The project involves road reconstruction and infrastructure work for 6 miles of Neck Lake Road in Alaska, including roadway excavation, embankment construction, drainage, aggregate surfacing, and other related work. The estimated price range for the project is between $10,000,000 and $20,000,000, with a tentative completion date of Fall 2026. The project will be solicited through a sealed bid, firm-fixed-price procurement, and will be offered for full and open competition. The federal agency responsible is the Department of Transportation Federal Highway Administration.
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Text version
Earthwork
Approach Road 3000+02.98 to 3001+86.97
Fish Hatchery Bulkhead 107+93.79 Mainline Left
AK PFH 58(1),
Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct.
COMPUTING EARTHWORKS FOR BASELINE = BULK
COMPUTING EARTHWORKS FOR JOB = 582
FORMING LIST OF XSCELLS
BEGINNING EARTHWORKS COMPUTATION
Material Name End Areas Unadjusted Adjusted Mult Mass Accum Station Volumes Volumes Factor Ordinate Unadj Vol
(sq. ft.) (cu. yd.) (cu. yd.) (cu. yd.)
3000+02.98 RDWYEXC
Excavation 3.11 0 0 0.85 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 34.77 0 0 1.00 0 0
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.59 0 0 0.00 0 0
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.96 0 0 0.00 0 0
3000+25.00 RDWYEXC
Excavation 0.00 1 1 0.85 1 Subsoil Exc 0.00 0 0 1.00 0 Fill 119.12 63 63 1.00 ‐62 63
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.78 3 0 0.00 ‐62 3
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.06 8 0 0.00 ‐62 8
3000+50.00 RDWYEXC
Excavation 0.00 0 0 0.85 1 Subsoil Exc 0.00 0 0 1.00 0 Fill 58.92 82 82 1.00 ‐144 145
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.75 3 0 0.00 ‐144 6
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.01 8 0 0.00 ‐144 16
3000+75.00 RDWYEXC
Excavation 0.00 0 0 0.85 1 Subsoil Exc 0.00 0 0 1.00 0 Fill 10.86 32 32 1.00 ‐176 177
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.75 3 0 0.00 ‐176 9
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.01 8 0 0.00 ‐176 24
3001+00.00 RDWYEXC
Excavation 12.96 6 5 0.85 7 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 5 5 1.00 ‐176 182
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.95 4 0 0.00 ‐176 13
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.41 9 0 0.00 ‐176 33
3001+25.00 RDWYEXC
Excavation 36.52 23 19 0.85 30 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 ‐157 182
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 6.21 5 0 0.00 ‐157 18
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 13.92 11 0 0.00 ‐157 44
3001+50.00 RDWYEXC
Excavation 26.55 29 25 0.85 59 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 ‐132 182
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 5.07 5 0 0.00 ‐132 23
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.66 12 0 0.00 ‐132 56
3001+68.77 RDWYEXC
Excavation 29.47 20 16 0.85 79 Subsoil Exc 0.00 0 0 1.00 0 Fill 3.36 1 1 1.00 ‐117 183
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 6.04 4 0 0.00 ‐117 27
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.93 8 0 0.00 ‐117 64
3001+75.00 RDWYEXC
Excavation 28.86 7 6 0.85 86
Subsoil Exc 0.00 0 0 1.00 0 Fill 2.55 1 1 1.00 ‐112 184
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 5.48 1 0 0.00 ‐112 28
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.89 3 0 0.00 ‐112 67
3001+83.97 RDWYEXC
Excavation 27.14 9 8 0.85 95 Subsoil Exc 0.00 0 0 1.00 0 Fill 1.56 1 1 1.00 ‐105 185
ACP
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.67 2 0 0.00 ‐105 30
AGG_BASE
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.46 3 0 0.00 ‐105 70 � G R A N D S U M M A R Y T O T A L S Material Name Unadjusted Adjusted Mult Volumes Volumes Factor
(cu. yd.) (cu. yd.)
RDWYEXC
Excavation 95 80 0.85 Subsoil Exc 0 0 1.00 Fill 185 185 1.00
ACP
Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 30 0 0.00
AGG_BASE
Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 70 0 0.00 � S P L I T S U M M A R Y T O T A L S XS Quant XS Quant Add/Sub Quant Add/Sub Quant Material Name Unadjusted Adjusted Unadjusted Adjusted Mult Volume Volume Volume Volume Factor
(cu. yd.) (cu. yd.) (cu. yd.) (cu. yd.)
RDWYEXC
Excavation 95 80 0 0 0.85 Subsoil Exc 0 0 0 0 1.00 Fill 185 185 0 0 1.00
ACP
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 30 0 0 0 0.00
AGG_BASE
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 70 0 0 0 0.00
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