af05801_SEGMENT1_proposed-profile.pdf

PDF 54 KB Posted

Attached to
AK PFH 58(1), Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct.
Solicitation number
69056725B000001
Issued by

About this file

This document appears to be a Segment 1 Profile of a federal contract opportunity for the AK PFH 58(1), Neck Lake Road Reconstruction project. The project involves approximately 6 miles of roadway reconstruction located 45 miles northwest of Coffman Cove, Alaska, including roadway excavation, grading, rock blasting, drainage installation, embankment construction, aggregate surfacing, guardrail, erosion control, and other related work.

The opportunity will be solicited as a sealed bid, firm-fixed-price contract with an estimated price range between $10-20 million. It will be offered for full and open competition on an unrestricted basis, with an anticipated solicitation in Winter 2024/2025. The contract will have 3 bid schedules, with only 1 schedule to be awarded. The project has a tentative completion date of Fall 2026.

View the file

Other files

File Type Posted
BidTab Neck Lake Road Reconstruction.pdf PDF
BidSum-AK PFH 58(1).pdf PDF
Amendment A008.pdf PDF
QA_01-08-2025.pdf PDF
QA_01-07-2025.pdf PDF
Amendment A007.pdf PDF
Amendment A006.pdf PDF
QA_12-30-2024.pdf PDF
Amendment A005.pdf PDF
Amendment A004.pdf PDF
Amendment A003.pdf PDF
QA_12-16-2024.pdf PDF
QA_12-13-2024.pdf PDF
Amendment A002.pdf PDF
QA_12-18-2024.pdf PDF
QA_12-06-2024.pdf PDF
Amendment A001.pdf PDF
QA_12-05-2024.pdf PDF
QA_11-26-2024.pdf PDF
af05801_SEGMENT1_proposed-alignment.pdf PDF
af05801_XS_Labeled_SchA.pdf PDF
af05801_SEGMENT1_proposed-profile.pdf PDF
af05801_XS_SchA.pdf PDF
af05801_TIE4_Earthwork.pdf PDF
af05801_SchedA_Earthwork.pdf PDF
af05801_SchedB_Earthwork.pdf PDF
ak pfh 58(1)_Neck Lake ARD Technical Memorandum.pdf PDF
af05801_TIE4_proposed-alignment.pdf PDF
af05801_TIE1_Earthwork.pdf PDF
ak pfh 58(1)_GR1516_pp385-973.pdf PDF
af05801_TIE2_superelevation.pdf PDF
af05801_TIE1_proposed-profile.pdf PDF
af05801_TIE2_proposed-alignment.pdf PDF
af05801_TIE4_proposed-profile.pdf PDF
af05801_TIE4_superelevation.pdf PDF
IFB AK PFH 58(1) Neck Lake Road Reconstruction.pdf PDF
af05801_SchedC_Earthwork.pdf PDF
af05801_BULK_proposed-alignment.pdf PDF
ak pfh 58(1)_FinalHydraulicReport.pdf PDF
ak pfh 58(1)_XS Approaches_SchC.pdf PDF
aka-pfh58-1_SWPPP for compilation_Final.pdf PDF
af05801_BULK_Earthwork.pdf PDF
af05801_Segment1_superelevation.pdf PDF
af05801_TIE2_Earthwork.pdf PDF
af05801_XS_SchB.pdf PDF
ak pfh 58(1)_NeckLakeRoad_Rockery_TM 1.21.2019.pdf PDF
af05801_TIE1_superelevation.pdf PDF
af05801_TIE3_Earthwork.pdf PDF
ak pfh 58(1)_GR1516_pp1-384.pdf PDF
af05801_XS_Labeled_SchC.pdf PDF
Show 40 more

Latest 50 of 62 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Segment 1

Profile stations 7+50.00 to 219+68.00

AK PFH 58(1),

Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct.

Copyright: (c) 2009 Bentley Systems, Incorporated. All rights reserved.

Project: NeckLake2017 Subject:

Job No. 582 Operator: OC Date: Wednesday December 18, 2019 9:57 am

SYSTEM FIX 3 ASEC 2 AZIM PRI 0 RED NE STA 2 FILE: 'PRO1'

* 1 PRINT PROFILE SEGMENT1_P

Beginning profile SEGMENT1_P description:

STATION ELEV GRADE TOTAL L BACK L AHEAD L

VPI 1 7+50.00 277.000

VPC 8+50.00 278.154 1.154 K = 57.6 SSD = 352.6

High Point 9+16.49 278.537

VPI 2 10+75.00 280.750 450.000 225.000 225.000

VPT 13+00.00 265.776 ‐6.655

VPC 16+50.00 242.483 ‐6.655 K = 155.6

VPI 3 18+00.00 232.500 300.000 150.000 150.000

VPT 19+50.00 225.409 ‐4.727

VPC 20+50.00 220.682 ‐4.727 K = 120.4 SSD = 509.7

VPI 4 23+50.00 206.500 600.000 300.000 300.000

VPT 26+50.00 177.367 ‐9.711

VPC 29+90.00 144.350 ‐9.711 K = 51.7

VPI 5 32+15.00 122.500 450.000 225.000 225.000

VPT 34+40.00 120.250 ‐1.000

VPC 37+15.00 117.500 ‐1.000 K = 87.2

Low Point 38+02.23 117.064

VPI 6 38+65.00 116.000 300.000 150.000 150.000

VPT 40+15.00 119.659 2.439

VPC 40+25.00 119.902 2.439 K = 106.1 SSD = 478.5

VPI 7 42+75.00 126.000 500.000 250.000 250.000

High Point 42+83.82 123.059

VPT 45+25.00 120.318 ‐2.273

VPC 45+62.50 119.466 ‐2.273 K = 98.5

Low Point 47+86.43 116.921

VPI 8 48+25.00 113.500 525.000 262.500 262.500

VPT 50+87.50 121.521 3.056

VPC 51+00.00 121.903 3.056 K = 42.5 SSD = 302.9

High Point 52+29.91 123.888

VPI 9 52+75.00 127.250 350.000 175.000 175.000

VPT 54+50.00 118.191 ‐5.176

VPC 54+50.00 118.191 ‐5.176 K = 49.8

VPI 10 57+00.00 105.250 500.000 250.000 250.000

Low Point 57+07.71 111.521

VPT 59+50.00 117.417 4.867

VPC 59+50.00 117.417 4.867 K = 44.7 SSD = 317.9

VPI 11 60+75.00 123.500 250.000 125.000 125.000

High Point 61+67.50 122.709

VPT 62+00.00 122.591 ‐0.727

VPC 62+25.00 122.409 ‐0.727 K = 167.1

Low Point 63+46.50 121.967

VPI 12 63+50.00 121.500 250.000 125.000 125.000

VPT 64+75.00 122.462 0.769

VPC 70+20.00 126.654 0.769 K = 63.7 SSD = 371.4

High Point 70+69.00 126.842

VPI 13 71+95.00 128.000 350.000 175.000 175.000

VPT 73+70.00 119.732 ‐4.725

VPC 75+15.00 112.881 ‐4.725 K = 86.0

VPI 14 77+40.00 102.250 450.000 225.000 225.000

Low Point 79+21.31 103.282

VPT 79+65.00 103.393 0.508

VPC 85+75.00 106.492 0.508 K = 132.6 SSD = 815.5

High Point 86+42.38 106.663

VPI 15 86+75.00 107.000 200.000 100.000 100.000

VPT 87+75.00 106.000 ‐1.000

VPC 89+50.00 104.250 ‐1.000 K = 200.0

VPI 16 91+00.00 102.750 300.000 150.000 150.000

Low Point 91+50.00 103.250

VPT 92+50.00 103.500 0.500

VPC 97+50.00 106.000 0.500 K = 193.7 SSD = 1144.7

High Point 98+46.83 106.242

VPI 17 98+50.00 106.500 200.000 100.000 100.000

VPT 99+50.00 105.967 ‐0.533

VPC 103+60.00 103.783 ‐0.533 K = 165.2

Low Point 104+48.01 103.548

VPI 18 104+60.00 103.250 200.000 100.000 100.000

VPT 105+60.00 103.928 0.678

VPC 109+50.00 106.572 0.678 K = 161.2 SSD = 969.5

VPI 19 110+50.00 107.250 200.000 100.000 100.000

High Point 110+59.27 106.942

VPT 111+50.00 106.687 ‐0.563

VPC 116+55.00 103.844 ‐0.563 K = 223.4

Low Point 117+80.74 103.490

VPI 20 118+05.00 103.000 300.000 150.000 150.000

VPT 119+55.00 104.170 0.780

VPC 123+60.00 107.330 0.780 K = 156.5 SSD = 713.0

High Point 124+82.12 107.806

VPI 21 125+10.00 108.500 300.000 150.000 150.000

VPT 126+60.00 106.795 ‐1.136

VPC 128+85.00 104.239 ‐1.136 K = 126.0

Low Point 130+28.22 103.425

VPI 22 130+60.00 102.250 350.000 175.000 175.000

VPT 132+35.00 105.121 1.641

VPC 135+50.00 110.289 1.641 K = 71.4 SSD = 406.7

High Point 136+67.10 111.250

VPI 23 137+00.00 112.750 300.000 150.000 150.000

VPT 138+50.00 108.906 ‐2.563

VPC 138+50.00 108.906 ‐2.563 K = 151.0

VPI 24 141+00.00 102.500 500.000 250.000 250.000

Low Point 142+37.07 103.947

VPT 143+50.00 104.369 0.748

VPC 144+85.00 105.379 0.748 K = 238.2 SSD = 1006.7

VPI 25 146+35.00 106.500 300.000 150.000 150.000

High Point 146+63.09 106.044

VPT 147+85.00 105.732 ‐0.512

VPC 150+95.00 104.146 ‐0.512 K = 72.0

Low Point 151+31.84 104.051

VPI 26 152+70.00 103.250 350.000 175.000 175.000

VPT 154+45.00 110.864 4.351

VPC 156+40.00 119.347 4.351 K = 91.1 SSD = 443.5

High Point 160+36.49 127.972

VPI 27 160+40.00 136.750 800.000 400.000 400.000

VPT 164+40.00 119.039 ‐4.428

VPC 166+70.00 108.855 ‐4.428 K = 46.5

VPI 28 168+70.00 100.000 400.000 200.000 200.000

Low Point 168+75.80 104.299

VPT 170+70.00 108.356 4.178

VPC 170+85.00 108.983 4.178 K = 49.2 SSD = 327.1

VPI 29 172+35.00 115.250 300.000 150.000 150.000

High Point 172+90.74 113.281

VPT 173+85.00 112.379 ‐1.914

VPC 177+00.00 106.350 ‐1.914 K = 143.0

VPI 30 178+75.00 103.000 350.000 175.000 175.000

Low Point 179+73.73 103.730

VPT 180+50.00 103.933 0.533

VPC 181+50.00 104.467 0.533 K = 163.2 SSD = 980.4

High Point 182+37.03 104.699

VPI 31 182+50.00 105.000 200.000 100.000 100.000

VPT 183+50.00 104.308 ‐0.692

VPC 184+25.00 103.788 ‐0.692 K = 90.6

Low Point 184+87.72 103.571

VPI 32 185+75.00 102.750 300.000 150.000 150.000

VPT 187+25.00 106.679 2.619

VPC 187+40.00 107.071 2.619 K = 94.2 SSD = 488.9

VPI 33 188+90.00 111.000 300.000 150.000 150.000

High Point 189+86.80 110.303

VPT 190+40.00 110.153 ‐0.565

VPC 190+50.00 110.097 ‐0.565 K = 70.9

Low Point 190+90.03 109.984

VPI 34 192+00.00 109.250 300.000 150.000 150.000

VPT 193+50.00 114.750 3.667

VPC 193+75.00 115.667 3.667 K = 131.5 SSD = 532.6

VPI 35 196+50.00 125.750 550.000 275.000 275.000

High Point 198+57.01 124.503

VPT 199+25.00 124.328 ‐0.517

VPC 202+00.00 122.905 ‐0.517 K = 36.9 SSD = 282.2

VPI 36 203+75.00 122.000 350.000 175.000 175.000

VPT 205+50.00 104.500 ‐10.000

VPC 205+50.00 104.500 ‐10.000 K = 40.4

VPI 37 206+75.00 92.000 250.000 125.000 125.000

VPT 208+00.00 87.238 ‐3.810

VPC 208+90.00 83.810 ‐3.810 K = 107.0 SSD = 677.2

VPI 38 209+90.00 80.000 200.000 100.000 100.000

VPT 210+90.00 74.321 ‐5.679

VPC 215+53.00 48.028 ‐5.679 K1 = 37.2

Low Point 217+64.24 42.030

VPI 39 217+78.00 35.250 415.000 225.000 190.000

VPT 219+68.00 49.563 7.533 K2 = 26.5

Ending profile SEGMENT1_P description

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