KKE_PLANS_Final_1.pdf
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- Attached to
- KENO, KENNEDY, & ELEVATION AREA ROAD MAINTENANCE Federal contract opportunity
- Solicitation number
- 140L3623R0011
About this file
This pre-solicitation notice announces a forthcoming request for proposal for road maintenance services. The Bureau of Land Management will solicit proposals for maintenance of roads Keno #405, Kennedy #2817, and Elevation #2819 in Montana, with optional items for additional area roads. Work includes clearing, road reconstruction, widening, dip construction, and culvert installation. The estimated value is $250,000 to $500,000. Proposals will be due April 24, 2023 and evaluated using lowest price technically acceptable criteria. A firm-fixed price contract will be awarded on or around June 18, 2023 for work to begin within 10 days of notice and be complete by October 15, 2024. The solicitation will be set aside for small businesses and utilize the System for Award Management and Invoice Processing Platform.
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| File | Type | Posted |
|---|---|---|
| KKE_FP14-BLM_Supplemental_Specs_1.pdf |
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Text version
IDAHO
CANADA
UNITED STATES
SASKATC
H
EW
AN
ALBERTA
B R
ITIS
H
C O
LU
M
B
IA
N O
R T
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A K
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A
WYOMING
ALT
MISSOULA
KALISPELL
GREAT FALLS
HAVRE
HELENA
BUTTE
BILLINGS
MILES CITY
LEWISTOWN
MONTANACHOTEAU
MALTA
GLASGOW
CHESTER
FT BENTON
STATE REFERENCE MAP
(N.T.S)
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
KENO, KENNEDY & ELEVATION AREA ROAD MAINTENANCE
MISSOULA AND POWELL COUNTIES
MISSOULA FIELD OFFICE
VICINITY MAP
(N.T.S)
DIRECTIONS TO SITE:
TAKE MT-200 E 28 MI TO GARNET RANGE ROAD. TURN RIGHT FOLLOW GARNET RANGE
ROAD IN ABOUT 10 MILES. TURN LEFT TO STAY ON GARNET RANGE ROAD ANOTHER
2.5 MILES TOWARD ELK CREEK. TAKE A LEFT AT THE INTERSECTION OF RANGE ROAD
AND ELK CREEK. KENO CREEK WILL BE ON THE RIGHT IN 1 MILE.
NOTE: THE PROJECT AREA CAN ALSO BE REACHED VIA SUNSET HILL ROAD AND
COMING UP ELK CREEK HOWEVER THIS ROUTE IS NOT RECOMMENDED FOR VEHICLES
THAN A PICKUP AT THIS TIME.
\\ILMMTBF3DS1\BF\USERS\BJONES\MY DOCUMENTS\DWG\DWT\IMPROVEMENT SHEETS\#### - COVR.DWG
GENERAL ENGINEER'S NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY
CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS
SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE
CONTRACT DOCUMENTS.
2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND
REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL
PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.
4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR
INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.
CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE
CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY
THIS PLAN.
5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING
PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE
CONSTRUCTION AREA. THE CONTRACT IS RESPONSIBLE FOR ANY DAMAGE TO
UTILITIES AND/OR FACILITES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE FOR LOCATION OF
UNDERGROUND UTILITES (811) PRIOR TO ANY EXCAVATION.
6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL
EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW
CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN
ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER
WITH ANY DISCREPANCIES.
7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE
LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT
CONTRACTING OFFICER WITH ANY DISCREPANCIES.
8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.
9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO
WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH
EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.
10. THE CONTRACTOR IS TO VERIFY THE LOCATION, ELEVATION, CONDITION, AND
FINISHED GRADE CROSS-SLOPE OF ALL EXISTING SURFACES AT POINTS OF TIE-IN
AND MATCHING PRIOR TO COMMENCEMENT OF GRADING, PAVING, INSTALLATION OF
CURB & GUTTER, SIDEWALK, OR OTHER SURFACE CONSTRUCTION. SHOULD THE
EXISTING LOCATIONS, ELEVATION, CONDITION, OR FINISHED GRADE CROSS-SLOPE
DIFFER FROM THAT SHOWN ON THESE PLANS AND RESULTS IN THE DESIGN INTENT
OF THESE PLANS NOT ABLE TO BE CONSTRUCTED, THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF DISCREPANCIES AND SEEK DIRECTION ON HOW TO
PROCEED.THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR ALL COSTS
ASSOCIATED WITH CORRECTIVE ACTION IF THESE PROCEDURES ARE NOT
FOLLOWED.
11. THE CONTRACTOR IS TO CONSTRUCT RETENTION BASINS TO PROVIDE VOLUMES
SHOWN ON PLAN SET AND SCARIFY BOTTOMS OF BASINS TWO FEET DEEP.
COMPACTION OF BASIN BOTTOMS NOT TO EXCEED 80%.
12. FOR PROJECTS INVOLVING STORM DRAINS AND/OR CULVERTS: THE CONTRACTOR IS
REQUIRED TO PROVIDE ONGOING MAINTENANCE OF THE DESIGNED DRAINAGE
SYSTEM(S) DURING CONSTRUCTION TO PRESERVE THE DESIGN INTEGRITY AND THE
ABILITY OF THE SYSTEM TO PERFORM ITS OPERATIONAL INTENT. FAILURE TO
PROVIDE MAINTENANCE WILL JEOPARDIZE THE DRAINAGE SYSTEM(S)'
PERFORMANCE.
13. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 34" X 22"
RECOMMENDED BY:
FIRST MI. LAST
REVIEWED BY:
FIRST MI. LAST
APPROVED BY:
FIRST MI. LAST
PROJECT DESCRIPTION
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(DESIGNED BY: KCM DRAWN BY: KCM CHECKED BY: GLA APPROVED BY: EC
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THIS PROJECT WILL PERFORM ROAD MAINTENANCE ON ROADS IN THE VACINITY OF
BLM ROADS KENO #405, KENNEDY #2817 AND ELEVATION #2819. ROAD MAINTENANCE
INCLUDES BRUSHING, ROADWAY RECONDITIONING, DRAINAGE CONSTRCTION AND
MAINTENANCE,
Drawing Index Sheet Number Sheet Title
COVER
1 COVER
NOTES & QUANTITIES
2 GENERAL NOTES
3 AREAMAP
4 ROADWORK SUMMARY
WORKLISTS
5 WORKLIST 404 ELK CR & 405 KENO CR 1 OF 2
6 WORKLIST 404 ELK CR & 405 KENO CR 2 OF 2
7 WORKLIST 2817 KENNEDY CR 1 OF 2
8 WORKLIST 2817 KENNEDY CR 2 OF 2
9 WORKLIST 2819 ELEVATION MTN & OTHER
DETAILS
10 CLEARING AND GRUBBING
11 ROADWAY RECOND
12 SWITCHBACK
13 TURNOUTS
14 CULVERT TYP
15 SEDIMENT TRAP
16 DIP
17 HEAVY GATE 1 OF 3
18 HEAVY GATE 2 OF 3
19 HEAVY GATE 3 OF 3
PayItem Discription
Unit
A L
L
Grand
Total
15101. Mobilization Lum Sum 1.0 1.0
15710.
Sediment traps
Each 4.0 5.0 9.0
20203A
Selective Clearing and Grubbing-Lite-Med, disposal method (c)(e)(f)(g)(i)(j) or
(k)
Mile 4.2 3.6 7.8
20203B
Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 2.6 5.1 0.5 8.2
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 1.1 0.8 0.9 1.3 1.8 1.7 2.2 5.7 4.0 19.5
20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 7.0 9.0 16.0
20301.
Removal of rubber belt, disposal method (a) Lump Sum
9.0 9.0
20402A
Roadway excavation and embankment,To Widen, compaction placement method 2, tolerance class D
Mile 0.4 2.0 1.5 3.9
20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 20.0 130.0 150.0
20403.
Roadway excavation and embankment, Unclassified Borrow, compaction placement method 3. Contract Quantity.
Cubic Yard 100.0 20.0 90.0 50.0 260.0
20424A
Drainage Excavation, Type Construct Ditch
Foot 5645.0 190.0 50.0 3450.0 9335.0
20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 95.0 110.0 35.0 240.0
20425A
Drainage Excavation, Type Construct Drain Dip
Each 11.0 1.0 5.0 17.0
20425B
Drainage Excavation, Type Reshape Drain Dip
Each 6.0 1.0 10.0 17.0
20425C
Drainage Excavation, Type Construct Catch Basin
Each 1.0 3.0 4.0
20425D
Drainage Excavation, Type Reshape Catch Basin
Each 17.0 11.0 28.0
20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 2.0 10.0 12.0
25104
Keyed riprap, class 4. Government furnished.
Cubic Yard 6.0 6.0
30315A
Roadway reconditioning, compaction Placement Method 2
Mile 3.0 2.4 5.4
30315B
Roadway reconditioning, compacti
Mile 1.3 1.9 3.2
30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 16.0 11.0 22.0 49.0
60201A
18 inch pipe culvert, Type CMP
Foot 160.0 40.0 356.0 556.0
60201C
53"x41" inch pipe-arch culvert, Type CMP
Foot 50.0 50.0
60708.
Cleaning culverts in place
Each 23.0 26.0 49.0
61902.
Gate, Contractor Furnish with Sign Package, Post Anchor Method 2
Each 1.0 2.0 1.0 1.0 1.0 6.0
62201A
Rental Equipment, Hydraulic Excavator
Hour 4.3 1.0 8.0 5.3 16.0 34.5
62201B
Rental Equipment, Dump Truck
Hour 8.0 8.0
62201C
Rental Equipment, Grader
Hour 3.0 5.0 9.0 17.0
63302
Sign system, government furnished
Each 1.0 1.0
C:\TMP\_WMD_DESIGNPROJECTS\20221207_KENOKENNEDYELEVATION\06_IMPROVEMENT
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PUBLIC SAFETY & TRAFFIC CONTROL NOTES
1. CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE PROTECTION OF
THE PUBLIC AND SAFE GUARDING OF WORK.
2. PLACE ROAD BARRIER(S) & ROAD CLOSURE SIGNAGE AT THE SITE ENTRANCE IN
ACCORDANCE WITH FHA FP-14 SPECIFICATION SECTIONS 635.04, 635.05, & 635.07. NO
CONSTRUCTION SHALL OCCUR UNTIL THE PROPER TRAFFIC CONTROL DEVICES FOR
WARNING, CHANNELING, AND PROVIDING SAFETY FOR MOTORISTS ARE IN PLACE.
MAINTAIN THE CONDITION, OPERATION AND EFFECTIVENESS OF ALL TRAFFIC
CONTROL DEVICES UNTIL NO LONGER NEEDED. REMOVE ALL TRAFFIC CONTROL
DEVICES UPON PROJECT COMPLETION.
SITE LAYOUT NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASUREMENT OF ALL
PROPOSED FENCES AND GATES.
2 THE LAYOUT OF SITE AMENITIES AND FENCES MUST BE APPROVED BY THE
GOVERNMENT PRIOR TO INSTALLATION.
GRADING & DRAINAGE NOTES
1. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AT ALL LOCATIONS.
2. PITCH EVENLY BETWEEN CONTOUR LINES AND BETWEEN SPOT ELEVATIONS.
3. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY
DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO COMMENCING
CONSTRUCTION.
4. REFER TO THE EARTHWORK SECTION OF THE SPECIFICATIONS FOR BACKFILL AND
GRADING PROCEDURES.
5. EXCESS MATERIALS SHALL NOT BE REMOVED FROM THE SITE UNLESS DIRECTED BY
THE GOVERNMENT. SEE EARTHWORK SPECIFICATIONS FOR DETAILS
6. ANY WORK OUTSIDE THE EXISTING CUT AND FILL MUST BE APPROVED BY THE COR
AND ENSURED THAT IT IS CLEARED OF ANY CULTURAL. THIS INCLUDES ANY NEW
TURNOUTS OR SWITCHBACK WIDENING.
ROADWAY & PATHWAY NOTES
1. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAY(S) & PATHWAY(S) UNLESS
OTHERWISE NOTED
2. ROADWAYS SHALL NOT BE CONSTUCTED UNTIL ALL CULVERTS, STORM DRAIN, &
UNDERGROUND UTILITIES HAVE BEEN INSTALLED AND ACCEPTED BY THE
GOVERNMENT.
3. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO SUPERVISE AND
CERTIFY THAT PROPER COMPACTION HAS BEEN OBTAINED.
4. ALL PROPOSED ROADWAYS & PATHWAYS SHALL MEET THE LINE AND GRADE OF
EXISTING ADJACENT ROADWAY SURFACES.
DEMOLITION NOTES
1. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED
TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.
2. EXCAVATION AND FINISH GRADE AREAS, TO BE COVERED BY EMBANKMENTS, SHALL
BE THOROUGHLY CLEARED AND STRIPPED OF VEGETATIVE MATTER, BRUSH, TREES,
STUMPS, ROOTS, AND ROCK AS INDICATED ON THE PLAN. CLEARING AND GRUBBING
MATERIAL SHALL BE WASTED IN DESIGNATED AREAS IDENTIFIED ON THE PLAN OR
ON SITE PER THE GOVERNMENTS DIRECTIONS.
3. EXCAVATION MATERIAL NOT USED FOR THE CONSTRUCTION OF EMBANKMENTS
SHALL BE WASTED IN DESIGNATED WASTE AREA(S) AS IDENTIFIED ON THE PLANS
OR AS DIRECTED BY GOVERNMENT. WASTE MATERIAL SHALL BE SHAPED AND
BLENDED INTO THE SURROUNDING TERRAIN AND SHALL NOT EXCEED 3:1 SLOPES
UNLESS OTHERWISE SPECIFIED BY THE GOVERNMENT.
4. CONTRACTOR TO SEPARATE ANY SALVAGEABLE TOPSOIL AND USE MATERIAL TO
CAP WASTE SITE DURING EXCAVATION AND CLEARING.
5. CARE SHOULD BE TAKEN IN ALL EXCAVATION DUE TO POSSIBLE EXISTENCE OF
UNRECORED ARCHEOLOGY.
6. CONSULT ALL DRAWING AND SPECIFICATIONS FOR COORDINATION PRIOR TO
COMMENCING DEMOLITION.
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Road BMP EMP
Unit
Actual
QTY
404 -0.01 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 50
60201A
18 inch pipe culvert, Type CMP
Foot 40
0.01 . 25104
Keyed riprap, class 4. Government furnished.
Cubic Yard 6
60201C
53"x41" inch pipe-arch culvert, Type CMP
Foot 50
62201A
Rental Equipment, Hydraulic Excavator
Hour 8
0.03 . 20403.
Roadway excavation and embankment, Unclassified Borrow, compaction placement method 3. Contract Quantity.
Cubic Yard 90
404 Total
405 0.00 2.35 30315A
Roadway reconditioning, compaction Placement Method 2
Mile 2.35
3.64 20203A
Selective Clearing and Grubbing-Lite-Med, disposal method (c)(e)(f)(g)(i)(j) or
(k)
Mile 3.6
0.01 . 63302
Sign system, government furnished
Each 1
63306
Post, 4x4
Each 1
0.02 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
0.05 . 60201A
18 inch pipe culvert, Type CMP
Foot 40
0.11 . 60708.
Cleaning culverts in place
Each 1
0.12 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 50
0.15 . 20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 1
0.23 . 60708.
Cleaning culverts in place
Each 1
0.23 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
0.25 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
0.29 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
0.30 . 60708.
Cleaning culverts in place
Each 1
0.35 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
60201A
18 inch pipe culvert, Type CMP
Foot 50
0.36 . 60708.
Cleaning culverts in place
Each 1
0.39 . 20425C
Drainage Excavation, Type Construct Catch Basin
Each 1
0.40 . 60708.
Cleaning culverts in place
Each 1
0.48 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
0.49 . 60708.
Cleaning culverts in place
Each 1
0.49 . 20403.
Roadway excavation and embankment, Unclassified Borrow, compaction placement method 3. Contract Quantity.
Cubic Yard 30
0.51 . 20425C
Drainage Excavation, Type Construct Catch Basin
Each 1
0.51 . 60708.
Cleaning culverts in place
Each 1
0.52 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 200
0.56 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 300
0.56 . 62201C
Rental Equipment, Grader
Hour 1
0.58 . 60201A
18 inch pipe culvert, Type CMP
Foot 40
0.59 . 60708.
Cleaning culverts in place
Each 1
0.60 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
62201C
Rental Equipment, Grader
Hour 2
0.63 . 20403.
Roadway excavation and embankment, Unclassified Borrow, compaction placement method 3. Contract Quantity.
Cubic Yard 20
0.64 . 20425C
Drainage Excavation, Type Construct Catch Basin
Each 1
60708.
Cleaning culverts in place
Each 1
0.65 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
0.70 . 20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 3
0.73 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
Road BMP EMP
PayItem Discription
Unit
Actual
QTY
0.74 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
60708.
Cleaning culverts in place
Each 1
0.76 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
0.79 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
0.80 . 60708.
Cleaning culverts in place
Each 1
0.81 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
0.81 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 1
0.83 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
60708.
Cleaning culverts in place
Each 1
0.86 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
0.87 . 60708.
Cleaning culverts in place
Each 1
0.88 . 60708.
Cleaning culverts in place
Each 1
0.90 . 60708.
Cleaning culverts in place
Each 1
0.92 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 1
0.94 . 60708.
Cleaning culverts in place
Each 1
0.94 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
0.98 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
0.99 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
0.99 . 60708.
Cleaning culverts in place
Each 1
1.01 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
1.01 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 0.5
1.02 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
60708.
Cleaning culverts in place
Each 1
1.09 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.09 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
1.10 . 62201C
Rental Equipment, Grader
Hour 1
1.10 . 60708.
Cleaning culverts in place
Each 1
1.10 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
1.14 . 60708.
Cleaning culverts in place
Each 1
1.14 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
1.16 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.22 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.23 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15
1.25 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
1.28 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.33 . 60201A
18 inch pipe culvert, Type CMP
Foot 40
1.34 . 15710.
Sediment traps
Each 1
1.34 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
1.38 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.42 . 62201C
Rental Equipment, Grader
Hour 1
1.45 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.48 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1
1.50 . 60708.
Cleaning culverts in place
Each 1
1.59 . 60201A
18 inch pipe culvert, Type CMP
Foot 40
C:\TMP\_WMD_DESIGNPROJECTS\20221207_KENOKENNEDYELEVATION\06_IMPROVEMENT
SHEETS\20221207_WORKLIST.DWG
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(DESIGNED BY: KCM DRAWN BY: KCM CHECKED BY: GLA APPROVED BY: EC
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Unit
Actual
QTY
1.59 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 200
1.76 . 60201A
18 inch pipe culvert, Type CMP
Foot 34
1.78 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
1.87 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.90 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 0.25
1.90 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
1.94 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1
1.94 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
1.98 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
2.03 . 60201A
18 inch pipe culvert, Type CMP
Foot 40
2.03 . 60708.
Cleaning culverts in place
Each 1
2.04 2.31 20424A
Drainage Excavation, Type Construct Ditch
Foot 400
2.09 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
2.15 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
2.17 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
60201A
18 inch pipe culvert, Type CMP
Foot 40
2.24 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
2.25 . 20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 1
60708.
Cleaning culverts in place
Each 1
2.28 . 20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 1
20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 20
2.31 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 1
2.32 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
2.32 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
2.35 2.75 30315B
Roadway reconditioning, compaction Placement Method 2
Mile 1.91
2.38 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
2.41 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
2.41 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
2.44 . 60708.
Cleaning culverts in place
Each 1
2.44 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
2.50 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
2.50 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
2.60 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
2.63 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1
2.64 . 20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 20
2.67 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
2.72 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
2.75 4.25 20402A
Roadway excavation and embankment,To Widen, compaction placement method 2, tolerance class D
Mile 1.5
2.75 . 15710.
Sediment traps
Each 1
2.76 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
2.77 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150
2.78 . 20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 20
Road BMP EMP
PayItem Discription
Unit
Actual
QTY
2.83 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
2.84 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 0.5
2.87 . 60201A
18 inch pipe culvert, Type CMP
Foot 32
2.87 . 60708.
Cleaning culverts in place
Each 1
2.88 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1
2.89 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
2.93 . 20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 40
2.96 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
3.00 . 20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 1
3.03 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
3.04 . 20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 2
60708.
Cleaning culverts in place
Each 1
3.08 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
3.12 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
3.16 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1
3.17 . 20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 10
3.20 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
3.20 . 15710.
Sediment traps
Each 1
3.25 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1
3.26 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
3.36 . 20301.
Removal of rubber belt, disposal method (a) Lump Sum
20425A
Drainage Excavation, Type Construct Drain Dip
Each 1
3.39 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
3.39 . 15710.
Sediment traps
Each 1
3.39 . 61902.
Gate, Contractor Furnish with Sign Package, Post Anchor Method 2
Each 1
3.41 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
3.46 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
3.54 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
3.62 4.12 20203B
Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 0.5
3.64 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
3.71 . 15710.
Sediment traps
Each 1
3.71 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 1
3.71 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100
3.74 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
3.77 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
3.82 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1
3.89 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
3.95 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
3.98 . 20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 20
4.03 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
4.08 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 20
20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1
C:\TMP\_WMD_DESIGNPROJECTS\20221207_KENOKENNEDYELEVATION\06_IMPROVEMENT
SHEETS\20221207_WORKLIST.DWG
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Unit
Actual
QTY
2817 0.00 2.20 20203B
Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 2.2
4.15 20203A
Selective Clearing and Grubbing-Lite-Med, disposal method (c)(e)(f)(g)(i)(j) or
(k)
Mile 4.2
0.01 . 63306
Post, 4x4
Each 1.0
0.01 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 370.0
0.01 . 60708.0000
Cleaning culverts in place
Each 1.0
0.01 0.05 20403.0000
Roadway excavation and embankment, Unclassified Borrow, compaction placement method 3. Contract Quantity.
Cubic Yard 100.0
. 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
0.05 3.00 30315A
Roadway reconditioning, compaction Placement Method 2
Mile 3.0
4.30 62201C
Rental Equipment, Grader
Hour 3.0
0.07 . 60201A
18 inch pipe culvert, Type CMP
Foot 40.0
0.08 . 60201A
18 inch pipe culvert, Type CMP
Foot 40.0
0.11 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
0.15 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
0.18 . 60708.0000
Cleaning culverts in place
Each 1.0
0.27 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 250.0
20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
0.27 . 60708.0000
Cleaning culverts in place
Each 1.0
0.29 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
0.37 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
0.45 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
0.45 . 60708.0000
Cleaning culverts in place
Each 1.0
0.48 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
0.48 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 50.0
0.55 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
0.55 . 60708.0000
Cleaning culverts in place
Each 1.0
0.60 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
0.63 . 60201A
18 inch pipe culvert, Type CMP
Foot 40.0
0.65 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 0.5
0.67 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
0.67 . 60708.0000
Cleaning culverts in place
Each 1.0
0.69 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
0.74 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
0.75 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 0.3
0.80 . 20207.0000
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 1.0
60708.0000
Cleaning culverts in place
Each 1.0
0.86 . 60708.0000
Cleaning culverts in place
Each 1.0
0.86 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
0.89 . 20425E
Drainage Excavation, Type Construct Drivable Waterbar
Each 1.0
0.92 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100.0
0.94 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
1.01 . 265
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
60708.
Cleaning culverts in place
Each 1.0
1.07 . 265
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
Road BMP EMP
PayItem Discription
Unit
Actual
QTY
60708.
Cleaning culverts in place
Each 1.0
1.10 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 200.0
1.19 . 60708.0000
Cleaning culverts in place
Each 1.0
1.27 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 0.3
1.32 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 950.0
1.32 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
1.32 . 60708.0000
Cleaning culverts in place
Each 1.0
1.45 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
1.45 . 60708.0000
Cleaning culverts in place
Each 1.0
1.48 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 1.0
1.48 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 50.0
1.49 . 60708.0000
Cleaning culverts in place
Each 1.0
1.55 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
1.56 . 60708.0000
Cleaning culverts in place
Each 1.0
1.60 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
1.68 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
1.68 . 60708.0000
Cleaning culverts in place
Each 1.0
1.75 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 50.0
1.78 . 60708.0000
Cleaning culverts in place
Each 1.0
1.90 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
1.90 . 60708.0000
Cleaning culverts in place
Each 1.0
2.01 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
2.01 . 60708.0000
Cleaning culverts in place
Each 1.0
2.04 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100.0
2.09 . 60708.0000
Cleaning culverts in place
Each 1.0
2.21 . 60201A
18 inch pipe culvert, Type CMP
Foot 40.0
2.21 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
2.24 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
2.28 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
2.29 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
2.29 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
2.29 . 60708.0000
Cleaning culverts in place
Each 1.0
C:\TMP\_WMD_DESIGNPROJECTS\20221207_KENOKENNEDYELEVATION\06_IMPROVEMENT
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(DESIGNED BY: KCM DRAWN BY: KCM CHECKED BY: GLA APPROVED BY: EC
D I S
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M I S
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Unit
Actual
QTY
2.39 . 2.0425E+04
Drainage Excavation, Type Construct Drivable Waterbar
Each 1.0
2.49 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
2.50 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
2.56 . 60708.
Cleaning culverts in place
Each 1.0
2.56 . 20207.0000
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 3.0
20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
2.56 . 20425D
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
2.56 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 20.0
2.62 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1.0
2.62 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
2.70 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 200.0
2.73 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 600.0
2.73 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
2.74 . 15710.
Sediment traps
Each 1.0
2.75 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
2.90 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
2.90 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 0.3
2.94 . 20207.0000
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 1.0
2.94 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 250.0
2.94 . 265
Drainage Excavation, Type Reshape Catch Basin
Each 1.0
2.94 . 60708.
Cleaning culverts in place
Each 1.0
3.00 4.30 30315B
Roadway reconditioning, compaction Placement Method 2
Mile 1.3
3.02 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.07 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1.0
3.24 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
3.30 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1.0
3.32 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
3.34 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 125.0
3.34 . 15710.
Sediment traps
Each 1.0
3.35 . 62201A
Rental Equipment, Hydraulic Excavator
Hour 2.0
3.39 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.41 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
Road BMP EMP
PayItem Discription
Unit
Actual
QTY
3.46 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
3.47 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
3.47 . 15710.
Sediment traps
Each 1.0
3.60 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1.0
3.67 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.71 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1.0
3.75 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.79 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
3.83 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
3.84 . 20425C
Drainage Excavation, Type Construct Catch Basin
Each 1.0
3.87 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100.0
3.89 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.99 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1.0
4.05 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
4.10 . 20207.
Removal of Individual Trees, disposal method (c)(e)(f)(g)(i)(j) or (k)
Each 2.0
4.15 . 30319.0000
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
4.30 4.70 20203B
Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 0.4
20402A
Roadway excavation and embankment,To Widen, compaction placement method 2, tolerance class D
Mile 0.4
4.31 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
4.41 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 150.0
4.46 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
4.50 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
4.50 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
4.55 . 15710.
Sediment traps
Each 1.0
20424A
Drainage Excavation, Type Construct Ditch
Foot 300.0
4.62 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
4.62 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
4.67 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
4.67 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
Total
C:\TMP\_WMD_DESIGNPROJECTS\20221207_KENOKENNEDYELEVATION\06_IMPROVEMENT
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(DESIGNED BY: KCM DRAWN BY: KCM CHECKED BY: GLA APPROVED BY: EC
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Unit
Actual
QTY
2819 0.00 3.14 20203B
Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 3.1
3.14 5.11 20402A
Roadway excavation and embankment,To Widen, compaction placement method 2, tolerance class D
Mile 2.0
3.15 . 63306
Post, 4x4
Each 1.0
3.15 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.15 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
3.16 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 50.0
3.20 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
3.28 5.11 20203B
Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 2.0
3.35 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 4.0
3.41 . 61902.
Gate, Contractor Furnish with Sign Package, Post Anchor Method 2
Each 1.0
62201A
Rental Equipment, Hydraulic Excavator
Hour 1.0
3.47 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.54 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.57 . 20403.
Roadway excavation and embankment, Unclassified Borrow, compaction placement method 3. Contract Quantity.
Cubic Yard 20.0
3.63 . 20425B
Drainage Excavation, Type Reshape Drain Dip
Each 1.0
3.81 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.87 . 30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
3.95 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 100.0
4.06 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 20.0
4.12 . 20425A
Drainage Excavation, Type Construct Drain Dip
Each 1.0
4.13 . 20402B
Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F
Cubic Yard 20.0
4.18 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
4.37 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
4.72 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
4.77 . 20424B
Drainage Excavation, Type Construct Lead-out Ditch
Foot 15.0
30319.
Construct 4% Outslope for 50' with 25' Tapers
Each 1.0
4.96 . 20424A
Drainage Excavation, Type Construct Ditch
Foot 40.0
2819 Total
Road BMP EMP
PayItem Discription
Unit
Actual
QTY
ALL 0.01 . 15101. Mobilization Lum Sum 1
62201A
Rental Equipment, Hydraulic Excavator
Hour 16
62201B
Rental Equipment, Dump Truck
Hour 8
62201C
Rental Equipment, Grader
Hour 9
63304
Sign, Mile D10-1 panel, Type retroreflective sheeting
Each 36
ALL Total
402 5.90 9.9
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 4
402 Total
2840 0.00 5.7
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 5.7
. 63306
Post, 4x4
Each 1
0.02 . 61902.
Gate, Contractor Furnish with Sign Package, Post Anchor Method 2
Each 1
2840 Total
2823 0.00 2.2
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 2.2
2823 Total
2822 0.00 1.7
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 1.7
. 61902.
Gate, Contractor Furnish with Sign Package, Post Anchor Method 2
Each 1
2822 Total
2821 0.00 1.8
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 1.8
. 61902.
Gate, Contractor Furnish with Sign Package, Post Anchor Method 2
Each 2
2821 Total
2818 0.00 1.3
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 1.3
2818 Total
2815 0.00 0.9
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 0.9
2815 Total
2814 0.00 0.8
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 0.8
. 63306
Post, 4x4
Each 1
2814 Total
2813 0.00 1.1
20203B-Option Selective Clearing and Grubbing-Heavy, disposal method (c)(e)(f)(g)(i)(j) or (k)
Mile 1.1
2813 Total
Grand
Total
C:\TMP\_WMD_DESIGNPROJECTS\20221207_KENOKENNEDYELEVATION\06_IMPROVEMENT
SHEETS\20221207_WORKLIST.DWG
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CLEARING AND GRUBBING NOTES
1. ALL CONIFERS, HARDWOODS AND BRUSH WITHIN 5 FEET OF THE SHOULDERS OF THE ROAD
OR THE BOTTOM OF THE DITCH SHALL BE REMOVED. EXISTING WIDTHS INCLUDE TURNOUTS
AND ALL AS BUILT CURVE AND FILL WIDENING. EDGE OF ROAD WHERE DITCH IS NOT
PRESENT EXTENDS TO THE TOE OF THE CUT SLOPE. GRUB ALL STUMPS WITHIN THE ROAD
BED AND DITCH LINE. DO NOT GRUB TREES ON THE CUT AND FILL SLOPES.
2. THE AREA OF SIGHT DISTANCE CLEARING WILL BE FROM THE ROADSIDE CLEARING LIMIT TO
A LINE OF SIGHT BETWEEN THE BEGINNING AND ENDING STATIONS MARKED ON THE
GROUND. CONIFERS WITHIN THIS AREA SHALL BE THINNED TO APPROXIMATELY A 2 FOOT
TRUNK SPACING, EXCEPT WHERE MARKED WITH PAINT OR FLAGGING FOR REMOVAL TO AN
ALTERNATE SPACING. ALL HARDWOODS AND BRUSH WITHIN THERE LIMITS SHALL BE
REMOVED.
3. BRANCHES ON REMAINING CONIFERS SHALL BE TRIMMED FROM GROUND LEVEL TO A
CLEARING HEIGHT LIMIT 12 FEET ABOVE THE ROADBED OR TO A LIMIT OF 60% OF THE TREE'S
HEIGHT, WHICHEVER IS LESS. LIMBS OF VEGETATION SHALL BE CUT SO AS NOT TO
PROTRUDE WITHIN THE CLEARING (ROADSIDE AND HEIGHT) LIMITS. DOWNED TREES AND JILL
POKES EXTENDING INTO THE BRUSHING LIMITS WILL BE CUT OFF AT THE TOP OF THE CUT,
AND DISPOSED OF IN ACCORDANCE WITH SPECIFICATIONS.
4. DISPOSAL OF VEGETATION:
1.1. BRUSH AND SLASH DISPOSE PER 203.05 (f) SCATTERING AND (k) PILING
1.2. NON-SAW LOGS SHALL BE PROPERTY OF CONTRACTOR OR DISPOSED BY 203.05 (f)
SCATTERING AND (k) PILING.
1.3. SAWLOG TO BE DECKED FOR OPTIONAL SMALL SALE TO CONTRACTOR OUTSIDE OF THIS
CONTRACT.
5. SELECTIVE CLEARING AND GRUBBING LEVEL DEFINITIONS:LEVEL SHALL BE DETERMINED ON
A PER MILE OR PER ROAD BASIS BY BLM AT TIME OF IMPLEMENTATION.
2.1. LIGHT- FEW TREES AND BRUSH SCATTERED ALONG THE SHOULDERS OF THE ROADWAY.
PRODUCTION APPROXIMATELY 1000 FT PER HOUR.
2.2. MEDIUM- TREES AND BRUSH ALONG THE ENTIRE LENGTH OF THE ROADWAY.
PRODUCTION RATE APPROXIMATELY 750 FT PER HOUR.
2.3. HEAVY- TREES AND BRUSH SCATTERED THROUGHOUT THE ENTIRE ROADWAY. COST
INCLUDES GRUBBING OF ROADBED. PRODUCTION RATE APPROXIMATELY 400 FT PER HOUR.
CLEARING AND GRUBBING DETAILS
NOT TO SCALE
SIGHT
DISTANCE
FILL SLOPE
ROAD SHOULDERS
C L E
A R
I
G
I G
H T
F
T
CLEARING LIMITS TYPICAL
SEE NOTES
2 & 3
SEE NOTES 2 & 3
ROADSIDE CLEARING
LIMITS. SEE NOTE 1
SIGHT DISTANCE
BEGINNING
MARKED STATION
F
T
ENDING
MARKED STATION
CUT SLOPE
TOP OF CUT
TOE OF FILL
GRUB ANY STUMPS
OR ROOTS IN ROAD
SURFACE OR DITCH
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ROADWAY RECONDITIONING DETAIL
(N.T.S.)
ROADWAY RECONDITIONING NOTES
1. PERFORM CLEARING AND GRUBBING PER FHA FP-14
SPEC SEC 201.
2. RECONDITION EXISTING ROADWAY DITCHES PER FHA
FP-14 SPEC SEC 303.03.
3. RECONDITION EXISTING ROADBED PER FHA FP-14 SPEC
SEC 303.04
4. RESURFACE EXISTING ROADBED, WITH SURFACE
COURSE AGGREGATE, PER FHA FP-14 SPEC SEC 301.
5. ORGANIC AND OTHER NATIVE DEBRIS LARGER THAN 6
IMCHES SHALL BE WASTED ON SITE IN DESIGNATED
AREAS PER FHA FP-14 SPEC SEC 203.05 (C).
6. NON-NATIVE AND HAZARDOUS MATERIAL SHALL BE
REMOVED FROM THE SITE PER FHA FP-14 SPEC SEC
203.05 (A) AND 203.05 (D).
ROADWAY RESURFACING SECTION & WIDTH
PER PLAN
EXISTING SUBGRADE
EXISTING ROADBED
S U
R F
A C
E
C
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D E
P T
H
P
A
N
RESURFACING COURSE
EXISTING DITCH
CLEARING AND GRUBBING LIMITS PER PLAN
14' PROPOSED ROADWAY
DAYLIGHT TO EXISTING GRADE
CONSTRUCT ROADWAY EMBANKMENT
AS REQUIRED REFERENCE PLAN FOR
GRADING AND TIE IN LOCATIONS.
[6]
EXISTING GRADE
FINISHED GRADE
2%
14' TYPICAL ROADWAY SECTION
WITHOUT DITCH
N.T.S.
C
12' MIN ROADWAY
3'
DAYLIGHT TO EXISTING GRADE
EXCAVATE AS REQUIRED.
REFERENCE PLAN FOR GRADING
AND TIE IN LOCATIONS.
[6]
DAYLIGHT TO EXISTING GRADE
CONSTRUCT ROADWAY EMBANKMENT
AS REQUIRED REFERENCE PLAN FOR
GRADING AND TIE IN LOCATIONS.
[6]
EXISTING GRADE
EXISTING GRADE
FINISHED GRADE
IN-SITU
2%
12' TYPICAL ROADWAY SECTION
WITH DITCH
N.T.S.
N
ROADWAY SECTION NOTES
[1]
CONTRACTOR TO PREPARE NATIVE SUBGRADE PER
FHA FP-14 SPEC SECTION 204.11.
[2]
CONTRACTOR TO CONSTRUCT 6 IN AGGREGATE
SURFACE COURSE PER FHA FP-14 301.
[3]
CONTRACTOR TO CONSTRUCT 6 IN STABILIZED
SURFACE COURSE PER FHA FP-14 SPEC. SEC. 311.
WHEN PAID AS OPTION ITEM.
[4]
CONTRACTOR TO CONSTRUCT ROAD SIDE DRAINAGE
DITCHES PER FHA FP-14 SPEC SEC 204.12. DITCH
DIMENSIONS PER PLAN. DITCH DEPTH INCREASED 0.5
FT IF STABILIZED SURFACE COURSE NOT EXERCISED.
[5]
CONTRACTOR TO CONSTRUCT 6" MIN UNCLASSIFIED
BORROW. SOURCE IS WASTE FROM ROAD
REALIGNMENT PER FHA FP-14 SPEC. SEC. 204 AND
704.06. OTHER EXCESS & UNUSABLE EXCAVATION
MATERIAL SHALL BE WASTED ON SITE IN DESIGNATED
AREAS PER FHA FP-14 SPEC SEC 204.14.
[6]
REFERENCE ROADWAY EMBANKMENT & EXCAVATION
14' MIN ROADWAY
EXISTING DITCH
IN-SITU
2%
14' TYPICAL CROWN (TURNPIKE) SECTION
N.T.S.
F
2%
DAYLIGHT TO EXISTING GRADE DAYLIGHT TO EXISTING GRADE
N
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7'
7'-
TAPER
TO 43'
Match Existing%
A
A
C
C
B
B
C
L
5'
ROADSIDE CLEARING
OUTER LIMITS
5'
ROADSIDE CLEARING
OUTER LIMITS
C
L
5'
ROADSIDE CLEARING
OUTER LIMITS
5'
ROADSIDE CLEARING
OUTER LIMITS
7'
TAPER
TO AND
FROM
43'
7'
TAPER
FROM
43'7'
C
L
5'
ROADSIDE CLEARING
OUTER LIMITS
5'
ROADSIDE CLEARING
OUTER LIMITS
-OUTSIDE EDGE OF CURVE SHOULD TAPER IN AND OUT OF A 50FT WIDTH. WITH THE
WIDEST DOWNHILL OF THE WIDEST PART OF THE CURVE.
-ROAD GRADE THROUGH CURVE TO MATCH EXISTING
-CROSS SLOPE SHOULD BE 1% OUT-SLOPE ON TANGENTS AND 0% (FLAT) THROUGH
THE CURVE.
WIDEST PART OF CURVE
EXISTING SWITCHBACK
NTS
SECTION C-C SWITCHBACK
NTS
SECTION B-B SWITCHBACK
NTS
SECTION A-A SWITCHBACK
NTS
RECONSTRUCTION EXISTING SWITCHBACK
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NOTES:
1. J-HOLE SHALL BE CONSTRUCTED ON CUT OR FILL SIDE
AS SHOWN ON THE PLAN AND PROFILE SHEETS.
2. BACK SLOPE AND/OR FILL SLOPE SHALL CONFORM TO
ADJACENT ROADWAY SLOPES AND SEEDED IN
ACCORDANCE WITH SECTION 625.
3. EARTHWORK IS INCLUDED IN EXCAVATION AND
EMBANKMENT QUANTITIES.
WIDTH
NORMAL
"T"
TAPER
LENGTH "L"
EXTRA WIDTH
EXTRA WIDTH
DOUBLETRACK ROADWAY
LENGTHS "T" AND "L" AS SHOWN ON
PLAN-PROFILE SHEETS AND/OR STAKED
TURNOUT AREA
STANDARD TURNOUT
LEFT OR RIGHT
LENGTH "L"
TAPER
"T"
NORMAL
WIDTH
LENGTHS "T" AND "L" AS SHOWN ON
PLAN-PROFILE SHEETS AND/OR STAKED
LOG DECKING
AREA
TYPICAL LOG DECKING AREA
J-HOLE TURNAROUND DETAIL
X
I M
U
M
35' MINIMUM
SECTION A-A
PLAN VIEW
NTS
EDGE OF SUBGRADE
EXISTING
GROUND
25 FT R
25 FT R
ROADWAY LIMITS
10' 50'
NTS
NTS
NTS
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AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text
TYPICAL INSTALLATION IN STREAM CHANNELTYPICAL DITCH RELIEF INSTALLATION
CULVERT HEADWALL OF HAND PLACED RIPRAP ARMOR
NO SCALENO SCALE
NO SCALE
NOTE: LAY CULVERT ON NATURAL FLOWLINE
C
L
RD.
RD.
L
C
RD.
L
C
NO SCALE
A
NO SCALE
NO SCALE
DITCH BLOCK DETAILS
SECTION A-A
CATCH BASIN WITH DITCH BLOCK TYPICAL SECTION PLAN
NO SCALE
ROCK BUTTRESS AND OUTLET RIPRAP ARMOR DETAIL
TYPICAL INSTALLATION IN EMBANKMENT
A
B
B
A
NOTE: *DEPTH DIMENSIONS WILL VARY TO CONFORM WITH NATURAL DRAINAGE ELEVATION.
EXCAVATION
EMBANKMENT
TYPICAL LEAD OUT DITCH
NO SCALE
NO SCALE
CATCH BASIN TYPICAL SECTION PLAN
NOTE: CULVERT GRADE SHOULD BE AT LEAST 2% MORE THAN DITCH GRADE. SKEW CULVERT
AS STAKED. MINIMUM COVER OF 6 IN AT INLET END AND 1 FT WITHIN TRAVELWAY.
RIPRAP ARMOR (CLASS 1&2)
OUTLET FILL SLOPE WHEN
IDENTIFIED IN WORKLIST
RIPRAP ARMOR (CLASS I)
OUTLET DRAIN LINE WHEN
IDENTIFIED IN WORKLIST
RIPRAP ARMOR WHEN
IDENTIFIED IN WORKLIST
NATURAL GROUND
EMBANKMENT
NATURAL
GROUND
TOP OF SUBGRADE
RIPRAP ARMOR WHEN
IDENTIFIED IN
WORKLIST
TOP OF CUT SLOPE
ROAD SHOULDER
TOP OF CUT SLOPE
STREAM
CHANNEL
TOP OF SUBGRADE
RIPRAP WHEN IDENTIFIED
IN WORKLIST
ROAD SHOULDER
TRANSITION
25 FT. OR AS STAKED
TRANSITION
AS STAKED
TRANSITION 25 FT.
OR AS STAKED
TRANSITION 25 FT.
OR AS STAKED
DITCH BLOCK WHEN SPECIFIED ON
WORKLIST OR DWG
A MIN. OF 1 FT. OR
1/2 DIA. ABOVE TOP
OF PIPE-WHICHEVER
IS GREATER
GEOTEXTILE WHEN
SPECIFIED
TOP OF SUBGRADE
BOTTOM OF CATCH BASIN
DITCH DIKE
NATURAL
GROUND
NORMAL CUT SLOPE
CATCH BASIN SLOPE AS STAKED
DITCH BLOCK
2:1 SLOPE OR AS STAKED
4' MIN OR
AS STAKED
FINISHED GRADE
1' MIN
FINISHED GRADE
1' MIN
1' MIN*
EXISTING
GROUND
1 FT.
6 IN.
5 FT OR
AS STAKED
HAND PLACED RIPRAP
(CLASS 1&2)
LENGTH 7-15 FT
HEIGHT 1.5-2 FT
THICKNESS 0.7-1.5 FT
HAND PLACED RIPRAP
(CLASS 1&2)
LENGTH 5 FT
HEIGHT FILL DEPTH
THICKNESS 0.7-1 FT
DIA.
F
I
S
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P
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T
A
K
E
D
NORMAL
DITCHLINE
NORMAL DITCHLINE
SECTION B-B
6 FT OR AS
STAKED TO UTILIZE
SPECIFIED RIPRAP
1.5 FT OR
AS STAKED
F
T O
R
A S
S T
A K
E D
CULVERT INLET
CULVERT OUTLET
ROAD SURFACE
FILL SLOPE
AS STAKED
CULVERT OUTLET
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SEDIMENT TRAP-PROFILES
(N.T.S.)
NOTES
1. SEDIMENT TRAP PAID UNDER ITEM 20409.
C M
P
5'
WASHED ROCK
ONLY IF SPECIFIED
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WASHED ROCK, ONLY IF
SPECIFIED IN PAYITEM
SEDIMENT TRAP-PLAN
(N.T.S.)
ROAD SURFACE
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A R
T M
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R I O
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(DESIGNED BY: KCM DRAWN BY: KCM CHECKED BY: GLA APPROVED BY: EC
D I S
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S I G
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DRAINAGE DIP CONSTRUCTION NOTES
1. DIPS SHALL BE CONSTUCTED IN THE SUBGRADE PRIOR TO PLACEMENT OF ANY
SPECIFIED BASE OR SURFACE COURSE.
2. THE ELEVATION TOLERANCE SHALL BE +- 0.2 FT
3. THE LOCATION AND TYPE OF DRAIN DIP SHALL BE SHOWN ON THE DRAWINGS OR
DESIGNATED ON THE GROUND BY THE ENGINEER.
4. SUITABLE EXCESS MATERIAL SHALL BE UNIFORMLY SPREAD ON THE ADJACENT
ROADBED AND NOT SIDECAST ON THE FILL SLOPE.
5. WORK REQUIRED UNDER RESHAPING OF DRAIN DIPS MAY VARY FROM A SIMPLE
BLADE JOB TO UTILIZATION OF A DOZER TO MOVE LARGE QUANTITIES OF MATERIAL
M
I N
R
B B
A(ft)
B(ft) R(ft)
GRADE LOWBOY
LOG TRUCK 4X4 (FIRE ENGINE)
LENGTH TAPER ROUNDING
0-5
6-9
10-12
LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING
GRADE
0-5
6-9
10-12
GRADE
0-5
6-9
10-12
30 30
30 50
30 60
20 25
20 40
20 50
CHORD LENGTH
FOR ROUNDING
15 5
A(ft)
B(ft)
R(ft) A(ft)
B(ft)
R(ft)
A
R
TYPE I DRAIN DIP
N
O
R
M
A
D
E
45°
NO SCALE
E
F
I
O
P
E
F
A
CUT SLOPE
B
A
D
E
N
O
R
M
TYPE II DRAIN DIP
B
N
O
R
M
A
D
E
F
I
O
P
E
A
C
T
O
P
E
B
NO SCALE
Riprap when specified in work list
A
D
E
N
O
R
M
C
C
Road Width
= W
A-B LENGTH
DEPTH BELOW NORMAL GRADE
≥ 12' W ≤ 14' 50' 0.7 1.2
B E
>14' W ≤ 16' 50' 0.7 1.3
>16' W ≤ 18' 55' 0.7 1.4
>18' W ≤ 20' 55' 0.7 1.5
>20' W ≤ 22' 60' 0.7 1.55
22' W ≤ 24' 60' 0.7 1.6 i n i n
TYPE I DRAINAGE DIP NOTES
14 FT ROAD WITHOUT DITCH POINT B SHALL BE 0.7FT BELOW NORMAL GRADE.
POINT E SHALL BE 1.2 FT BELOW NORMAL GRADE.
ROAD WITH DITCH POINTS B AND E SHALL BE REVERSED SO THAT THE DIP
DRAINS INTO THE DITCH.
NOTE: SEE TABLE BELOW FOR DIFFERENCE IN ELEVATION
BETWEEN POINTS B AND E AS ROAD WIDTH INCREASES.
TYPE II DRAINAGE DIP NOTES
14 FT ROAD WITHOUT DITCH THE SUBGRADE SHALL BE OUTSLOPED 4-6% AT THE LOW POINT OF THE DIP.
ROAD WITH DITCH THE SUBGRADE SHALL BE INSLOPED 4-6% AT THE LOW POINT OF THE DIP. BOTTOM
OF DITCHLINE SHALL BE A MINIMUM OF 0.5 FT BELOW THE LOW POINT OF THE DIP.
NOTES: SKEW OF DRAINLINE SHALL BE 0-35 DEGREES. .
WHEN RIPRAP IS…
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