Ida clear4783 1 plans
Updated
A PDF document (7.4 MB) attached to ID Flap Clear 4783(1), Dent Bridge Road Improvements, from the Federal Highway Administration. Due Dec 8, 2026, 2:00 PM (UTC-8).
File name: ida-clear4783-1_plans.pdf
The full file is for paid members, or buy this bid alone.
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signed by BRENT LEE COE
BRENT LEE COE Digitally
Date: 2026.09.11 11:58:18 -07'00'
ID FLAP CLEAR 4783(1)
A.2
PROJECT
ID FLAP CLEAR 4783(1)
END PROJECT
274+00
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c:\pw_work_wfl\d0534797\ID-a47831_ac.dgn
(Excess asphalt milling disposal site.)
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[Vicinity Map]
Clearwater County Maintenance Yard
Michigan Ave
OROFINO
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BEGIN PROJECT
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26+50
SCALE IN MILE
0.25
0.25
0.5
29 June 2026
1:41 PM
0.5
VICINITY MAP
SHEET
NUMBER
A.3
SUMMARY OF QUANTITIES
A
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Sheet and Description
LINE
ITEM
NO.
D
PAY ITEM
NUMBER
PAY ITEM DESCRIPTION
E
F
G
Guardrail
Temporary
Traffic
Control
Permanent
Traffic
Control
UNIT
Line Graph
Plan
ALLOWANCE
BID
SCHEDULE
LPSM
ALL
A0080 15201-0000 CONSTRUCTION SURVEY AND STAKING
LPSM
ALL
A0120 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE
LPSM
ALL
A0160 15401-0000 CONTRACTOR TESTING
LPSM
ALL
A0200 15501-0000 CONSTRUCTION SCHEDULE
LPSM
ALL
A0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL
LNFT
A0280 20301-0700 REMOVAL OF DELINEATOR
EACH
A0320 20301-2400 REMOVAL OF SIGN
EACH
A0360 20302-1200 REMOVAL OF GUARDRAIL
LNFT
A0400 20402-0000 SUBEXCAVATION
CUYD
1309
1440
A0440 20410-0000 SELECT BORROW
CUYD
1018
1120
A0480 20702-0000 STABILIZATION GEOTEXTILE
SQYD
A0520 20704-2000 GEOGRID, STABILIZATION
SQYD
2419
2660
A0560 30202-2000 ROADWAY AGGREGATE, METHOD 2
TON
A0600 30301-2000 SHOULDER RECONDITIONING
MILE
9.38
0.47
9.85
A0640 30502-0800 FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH
SQYD
66000
6600
72600
A0680 30510-0000 CEMENTITIOUS MATERIAL
TON
1040
A0760 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL MAXIMUM SIZE
18-Sep-2026 9:59 AM
C:\Users\thinh.phan\Downloads\[mw-summary-quantities202509.xlsm]Sheet
AGGREGATE, 0.3 TO <3 MILLION ESAL,, PAVEMENT ROUGHNESS III-A
TON
14230
14950
A0880 41101-2000 PRIME COAT, METHOD 2
TON
A0920 41201-0000 TACK COAT
TON
A0960 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH
SQYD
66000
3300
69300
A1000 60501-0000 STANDARD UNDERDRAIN SYSTEM
LNFT
A1040 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A, STEEL POSTS
LNFT
A1080 61702-1500 TERMINAL SYSTEM, TYPE MGS TANGENT
EACH
A1120 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY
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