Encl_2-Amended_Drawing_Sheets-Rev_1_0001.pdf
PDF 1 MB Posted
- Attached to
- EAGLE CREEK ROAD RECONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L2622R0008
About this file
This document package includes construction drawings and specifications for the Eagle Creek Road Reconstruction federal contract opportunity. The Bureau of Land Management Idaho Region is soliciting bids under solicitation number 140L2622R0008 to reconstruct approximately 15 miles of the Eagle Creek Road, which includes work items such as roadway excavation, culvert installation, drainage features, and signage. Bidders should reference the 49 drawings and specifications provided to understand the full scope of work required, including road alignments, typical sections, drainage details, and quantity takeoffs. The deadline to submit bids was not specified in this document package.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L2622R0008_Amd_0002.pdf | ||
| Eagle_Creek_Bid_Schedule_Amendment_0002_0002.pdf | ||
| Pre-bid_tour-Rev_1_tjs_20220815_0001.pdf | ||
| Sol_140L2622R0008_Amd_0001.pdf | ||
| Encl_1-Amended_Bid_Schedule_and_Section_F_2_0001.pdf | ||
| Drawings-Eagle_Cr_Rd-All_tjs_20220721.pdf | ||
| SF-24_Bid_Bond.pdf | ||
| FP-14_SS_Eagle_Cr_Rd_tjs_20220422.pdf | ||
| Sol_140L2622R0008.pdf |
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Text version
YIELDING FOUNDATION
D
D
D
ROCK FOUNDATION
TYPICAL BACKFILL DETAIL
ONE HALF INCH PER FOOT OF FILL ABOVE
TOP OF PIPE, 12" MINIMUM OR
3/4 D MAXIMUM.
12"12"
(D + 4') MINIMUM
2'
EMBANKMENT ABOVE THIS
HEIGHT SHALL BE COMPACTED
AS SPECIFIED IN SPEC. 204
12" MIN.
24" MIN.
MAXIMUM 6 INCH COMPACTED LAYERS USING
COMPACTION METHODS 6 AND 2 PER SECTION 209.
BEDDING SHALL BE SUITABLE MATERIAL, UNIFORMLY
COMPACTED AND SHAPED TO FIT THE BOTTOM OF
THE PIPE PER SECTION 209 OF THE SPECIFICATIONS.
METAL THICKNESS AND GAGE TABLES
STEEL
ZINC
COATED
UN-
COATED
ALUMINUM APPROX.
GAGE
Metal Thickness in inches 0.064 0.079 0.109 0.138 0.168 0.188 0.218 0.249
0.0598 0.0747 0.1046 0.1345 0.1644 0.1838 0.2145 0.2451 0.27580.280
0.060 0.075 0.105 0.135 0.164
GENERAL NOTES:
TREATMENT OF DAMAGED SPELTER: THE DAMAGED OR CORRODED ENDS OF METAL PIPE TO BE
EXTENDED SHALL BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE WIRE BRUSHED TO CLEAN METAL AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC CONTENT, FOR REPAIR OF THE GALVANIZED SURFACES.
SETTLEMENT AND CAMBER: PIPES SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE FOUNDATION OR BED. CAMBER SHALL BE ON A PARABOLIC CURVE
WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE INVERT AT THE INLET.
EMBANKMENT AND FOUNDATION SOIL CONDITION CAMBER
EXISTING FILLS, REGARDLESS OF FOUNDATION SOILS
NEW EMBANKMENT
1% OF PIPE LENGTH, NOT
TO EXCEED 3/4 OF PIPE
SPAN.ROADLC
CAMBER
DWG SHEET NO.
OF
SHEET
9/2 8/1
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO SUMMARY OF QUANTITIES & CULVERT
INSTALLATION DETAILS
JUNE 9, 2022 TJ SYVERSON TE PARDY 8
S01
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO BASE ITEMS WORKLISTS 15 & 16
JUNE 7, 2022 TJ SYVERSON TE PARDY 16
W08
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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10.22 20405 Construct dip, 8% grade, 20˚ RFS. Dip Roadway Excavation. 28.0 Cubic Yard tsyverson Line tsyverson Line tsyverson Line tsyverson Typewritten Text 1 Amendment No. 1 - Prebid Tour tjs 8/12/22 tsyverson Polygon tsyverson Typewritten Text
| 1-ECR_Title_tjs_20220421-TITLE_signed_printed-REV |
| 2-MAPS PROJECT_tjs_20220422-PROJECT MAP 1 |
| 3-MAPS PROJECT_tjs_20220422-PROJECT MAP 2 |
| 4-MAPS PROJECT_tjs_20220422-PROJECT MAP 3 |
| 5-MAPS PROJECT_tjs_20220422-PROJECT MAP 4 |
| 6-MAPS PROJECT_tjs_20220422-PROJECT MAP 5 |
| 7-MAPS PROJECT_tjs_20220422-PROJECT MAP 6 |
| 8-C-GROUP_tjs_20220609-SUMMARY QUANTITIES & CULVERT DETAILS-1 |
| 9-WORKLIST_tjs_20220607-WORKLIST 1&2 |
| 10-WORKLIST_tjs_20220607-WORKLIST 3&4 |
| 11-WORKLIST_tjs_20220607-WORKLIST 5&6 |
| 12-WORKLIST_tjs_20220607-WORKLIST 7&8 |
| 13-WORKLIST_tjs_20220607-WORKLIST 9&10 |
| 14-WORKLIST_tjs_20220607-WORKLIST 11&12 |
| 15-WORKLIST_tjs_20220607-WORKLIST 13&14 |
| 16-WORKLIST_tjs_20220607-WORKLIST 15&16 |
| 17-WORKLIST_tjs_20220607-WORKLIST 17&18 |
| 18-WORKLIST_tjs_20220607-WORKLIST 19&20 |
| 19-WORKLIST_tjs_20220607-WORKLIST 21&22 |
| 20-WORKLIST_tjs_20220607-WORKLIST 23&24 |
| 21-WORKLIST_tjs_20220607-WORKLIST 25&26 |
| 22-WORKLIST_tjs_20220607-WORKLIST 27 |
| 23-WORKLIST_tjs_20220607-WORKLIST 28&29 |
| 24-WORKLIST_tjs_20220607-WORKLIST 30&31 |
| 25-WORKLIST_tjs_20220607-WORKLIST 32&33 |
| 26-WORKLIST_tjs_20220607-WORKLIST 34&35 |
| 27-WORKLIST_tjs_20220607-WORKLIST 36&37 |
| 28-C-GROUP_tjs_20220422-TYPICAL SECTIONS-1 |
| 29-C-GROUP_tjs_20220422-TYPICAL SECTIONS-2 |
| 30-C-GROUP_tjs_20220422-TYPICAL SECTIONS-3 |
| 31-C-GROUP_tjs_20220422-REALIGN PLAN & POINTS |
| 32-C-GROUP_tjs_20220422-REALIGN PLAN & PROF |
| 33-C-GROUP_tjs_20220422-REALIGN SECTIONS-1 |
| 34-C-GROUP_tjs_20220422-REALIGN SECTIONS-2 |
| 35-C-GROUP_tjs_20220422-TURNOUT AND TURNAROUND DETAILS |
| 36-C-GROUP_tjs_20220422-DRAIN DIP DETAIL |
| 37-C-GROUP_tjs_20220422-CULVERT DETAIL |
| 38-C-GROUP_tjs_20220609-DEWATERING TYPICALS |
| 39-C-GROUP_tjs_20220422-CULVERT WITH CATCH BASIN DETAIL |
| 40-C-GROUP_tjs_20220422-CATCH BASIN DETAIL |
| 41-C-GROUP_tjs_20220422-OUTLET DITCH DETAIL |
| 42-C-GROUP_tjs_20220422-CULVERT BAND DETAIL 1 |
| 43-C-GROUP_tjs_20220422-CULVERT BAND DETAIL 2 |
| 44-C-GROUP_tjs_20220422-CULVERT BAND DETAIL 3 |
| 45-C-GROUP_tjs_20220422-GATE DETAILS 1 |
| 46-C-GROUP_tjs_20220422-GATE DETAILS 2 |
| 47-BENTON MDWS PIT_tjs_20220422-ROCK PIT PLAN |
| 48-C-GROUP_tjs_20220422-STAKING NOTES |
| 49-C-GROUP_tjs_20220609-SIGN PLAN |
| ALL WORKLISTS_tjs_20220721.pdf |
| WORKLIST_tjs_20220721-WORKLIST 19&20 |
| WORKLIST_tjs_20220721-WORKLIST 21&22 |
| WORKLIST_tjs_20220721-WORKLIST 23&24 |
| WORKLIST_tjs_20220721-WORKLIST 25&26 |
| WORKLIST_tjs_20220721-WORKLIST 27 |
| WORKLIST_tjs_20220721-WORKLIST 28&29 |
| WORKLIST_tjs_20220721-WORKLIST 30&31 |
| WORKLIST_tjs_20220721-WORKLIST 32&33 |
| WORKLIST_tjs_20220721-WORKLIST 34&35 |
| WORKLIST_tjs_20220721-WORKLIST 36&37 |
File details come from the government source that posted it. Updated .