Bunco Road plans.pdf
PDF 7 MB Posted
- Attached to
- ID KOOTENAI 5762(1), BUNCO ROAD IMPROVEMENTS
- Solicitation number
- 69056720B000019
About this file
This document package includes plans and specifications for road improvement projects on Bunco Road as well as the related federal contract solicitation. The plans cover sections for the roadway, approach roads, erosion control, temporary traffic control, and permanent traffic control. The bid schedule lists various items required for the project including mobilization, construction survey and staking, contractor quality control, construction schedule, soil erosion control measures such as silt fence and fiber roll, watering for dust control, clearing and grubbing, removal of signs, excavation and borrow of various material types, roadway obliteration, aggregate for the roadway and shoulders, and asphalt concrete pavement. The federal contract solicitation from the Department of Transportation Federal Highway Administration seeks bids for the ID KOOTENAI 5762(1) Bunco Road Improvements project according to the specifications in the attached documents.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BidSum.pdf | ||
| Sign-in sheet.pdf | ||
| QA_02-19-2021.pdf | ||
| QA_02-18-2021.pdf | ||
| QA_02-16-2021.pdf | ||
| QA_02-11-2021.pdf | ||
| id-a5557621_Nunn Rd_EW.pdf | ||
| id-a555762_Bohn_XS.pdf | ||
| id-a5557621_HA (1 00 to 23 80).pdf | ||
| id-a5557621_VA_Bohn Rd.pdf | ||
| id-a5557621_Survey_ControlSheet.xlsx | XLSX spreadsheet | |
| id-a5557621_VA (61 60 to 72 40).pdf | ||
| id-a5557621_VA_Nunn Rd.pdf | ||
| id-a5557621_HA_Nunn Rd.pdf | ||
| id-a5557621_Bunco_XS.pdf | ||
| id-a5557621_HA (61 60 to 72 40).pdf | ||
| id-a5557621_Geotech_Memo.pdf | ||
| Bunco Road Zip files.zip | ZIP file | |
| id-a5557621_Bunco_EW.pdf | ||
| id-a5557621_VA (1 00 to 23 80).pdf | ||
| id-a5557621_Nunn_XS.pdf | ||
| id-a5557621_Bohn Rd_EW.pdf | ||
| id-a5557621_HA_Bohn Rd.pdf | ||
| IFB Bunco Road.pdf | ||
| id-a5557621_HA_Main Ali (1 00 to 274 39).pdf |
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Text version
BRENT L COE Digitally signed by BRENT L COE Date: 2020.09.03 15:58:30 -07'00'
ID KOOTENAI 5762(1) A.2
Sheet and Description
SECTION D SECTION E SECTION F SECTION G SECTION H
PLAN -
PROFILE
APPROACH
ROADS
EROSION
CONTROL
TEMPORARY
TRAFFIC
CONTROL
PERMANENT
TRAFFIC
CONTROL
ALLOWANCE Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND
ASSURANCE LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,650 83 1,733
A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 7,845 393 8,238
A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 400 400
A0180 20101-0000 CLEARING AND GRUBBING ACRE 4.2 0.8 5.0
A0200 20301-2400 REMOVAL OF SIGN EACH 23 23
A0220 20401-0000 ROADWAY EXCAVATION CUYD 5,003 630 564 6,197
A0240 20403-0000 UNCLASSIFIED BORROW CUYD 880 937 328 2,145
A0260 20410-0000 SELECT BORROW CUYD 2,700 1,020 372 4,092
A0280 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 4,867 487 5,354
A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,377 937 165 3,479
A0320 30302-2000 SHOULDER RECONDITIONING LNFT 27,069 766 27,835
A0340 40101-5600 ASPHALT CONCRETE PAVEMENT,
GYRATORY MIX, 1/2-INCH OR 3/4-INCH
NOMINAL MAXIMUM SIZE AGGREGATE,
0.3 TO <3 MILLION ESAL TON 9,411 410 152 9,973
A0380 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 94 5 3 102
A0420 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 358 10 368
A0440 41201-0000 TACK COAT TON 38 2 4 44
A0460 61701-4650 GUARDRAIL SYSTEM MGS, TYPE 2,
CLASS B STEEL POSTS LNFT 285 9 294
A0480 61702-0000 TERMINAL SECTION EACH 1 1
A0500 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 1 1
A0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM
CAPACITY HOUR 24
A0540 62201-2050 ROLLER HOUR 24
A0560 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 24
A0580 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD
MINIMUM CAPACITY WITH THUMB
ATTACHMENT HOUR 24
A0600 62301-0000 GENERAL LABOR HOUR 40 40
A0620 62407-0000 PLACING CONSERVED TOPSOIL CUYD 1,655 1,655
A0640 62501-0000 TURF ESTABLISHMENT ACRE 1.2 1.2
A0660 63302-0000 SIGN SYSTEM SQFT 127 13 140
A0680 63309-0000 DELINEATOR EACH 11 1 12
MileStone: 100% Date Completed: In Progress Report Date: 08/31/20
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES
-A ug
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A M
Remarks and/or Determination of Estimated QuantityPay Item Description Unit
Estimated Quantities
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STATE PROJECT
B.1ID KOOTENAI 5762 (1)ID
SHEET
NUMBER
Sheet and Description
SECTION D SECTION E SECTION F SECTION G SECTION H
PLAN -
PROFILE
APPROACH
ROADS
EROSION
CONTROL
TEMPORARY
TRAFFIC
CONTROL
PERMANENT
TRAFFIC
CONTROL
ALLOWANCE Bid Schedule
A0700 63309-0900 DELINEATOR, TYPE FLEXIBLE EACH 19 1 20
A0720 63316-1000 REMOVE AND RESET SIGN EACH 1 1
A0740 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID
(YELLOW) LNFT 43,094 72 43,166
A0760 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID
(WHITE) LNFT 114,594 242 114,836
A0780 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN
(YELLOW) LNFT 39,972 136 40,108
A0800 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 7 7
A0820 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR
MARKER, TYPE 28-INCH EACH 200 200
A0840 63503-0700 TEMPORARY TRAFFIC CONTROL,
PAVEMENT MARKINGS LNFT 26,976 269 27,245
A0860 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 224 34 258
A0880 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,000 2,000
A0900 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT
CAR HOUR 120 120
A0920 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC
CONTROL SUPERVISOR DAY 110 110
-A ug -2
:3
A M
MileStone: 100% Date Completed: In Progress Report Date: 08/31/20
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2)
SUMMARY OF QUANTITIES
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
STATE PROJECT
B.2ID KOOTENAI 5762 (1)ID
SHEET
STATE PROJECT SHEET
ID KOOTENAI 5762(1) D.1
BUNCO ROAD STRUCTURE QUANTITIES
ITEM NO. DESCRIPTION TOTAL UNIT NOTES
20401-0000 ROADWAY EXCAVATION 5,003 CUYD Includes 687 CUYD's existing asphalt pavement and 1655 CUYD's topsoil
20403-0000 UNCLASSIFIED BORROW 880 CUYD
20410-0000 SELECT BORROW 2,700 CUYD
30202-2000 ROADWAY AGGREGATE, METHOD 2 2,377 TON Conversion - 1.97 TON/CUYD
30302-2000 SHOULDER RECONDITIONING 27,069 LNFT Includes 150 feet parking lot shoulder reconditioning
40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4 - 9,411 TON Conversion - 1. 94 TON/CUYD
INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0. 3 < 3 MILLION ESAL
40105-3000 ANTISTRIPADDITIVE, TYPE 3 94 TON 1% of PAY ITEM 40101-5600
41201-0000 TACK COAT 38 TON 0.10 GAL/SQYD, 240 GAL/TON
PLAN AND PROFILE QUANTITIES
w
ITEM DESCRIPTION UNIT TOTALS z " w
15801-0000 WATERING FOR DUST CONTROL MGAL 400
0 20101-0000 CLEARING AND GRUBBING ACRE 4.2 z "
21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 4,867 15
62407-0000 PLACING CONSERVED TOPSOIL CUYD 1,655
62501-0000 TURF ESTABLISHMENT ACRE 1.2 !?.
TABULATION OF PLAN & PROFILE
QUANTITIES AND BUNCO ROAD
STRUCTURE QUANTITIES
KOOTENAI 5762(1)
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STATE PROJECT
D.9
SHEET
NUMBER
KOOTENAI 5762(1)ID
SURVEY CONTROL
APPROACH ROAD
LOCATIONS AND QUANTITIES
ITEM 30202-1000
APPROACH SIDE ROADWAY AGGREGATE,
ROAD ROAD NAME TYPE CLASS METHOD2
STATION
LT/RT (TON)
28+02 RT Private Driveway 1 A 4
74+72 LT Private Driveway 1 B 4
74+48 LT Private Driveway 1 A 4
82+84 LT Private Driveway 1 A 2
83+09 LT Private Driveway 1 A 4
84+30 RT Private Driveway 1 B 8
89+80 LT Private Driveway 1 A 2
92+88 RT Field Approach 1 A 3
93+12 LT Private Driveway 1 A 3
99+51 LT Field Approach 1 A 5
110+01 LT Field Approach 1 A 3
118+05 RT Private Driveway 1 B 4
119+67 LT N Lewellen Creek Rd 2 B - -
119+90 RT Private Driveway 1 A 9
121+75 LT Private Driveway 1 A 4
128+77 LT Private Driveway 1 A 14
132+53 RT Private Driveway 1 A 10 132+7l_ LT Private Drivewav 1 A 8 133+80 LT Field Approach 1 A 6 133+96 RT Field Approach 1 B - -
136+21 RT Field Aooroach 1 A 10 5 " 137+35 LT Private Driveway 1 A 9 .
Ii.
.c 141+05 LT Private Drivewav 2 A - -
142+21 LT Private Driveway 2 A - -
142+90 RT Private Driveway 2 B - -
149+93 RT Private Driveway 1 A 13 u
I SUBTOTAL 129
I u
N
ITEM 40301-0100
ASPHALT CONCRETE
PAVEMENT, TYPE 1
(TON)
APPROACH
ROAD
STATION
152+57
156+22
163+38
163+73
171+94
172+58
174+44
174+78
175+60
178+18
179+24
182+85
189+10
192+74
194+35
197+20
203+48
206+88
209+11
210+D4
220+21
227+96
235+58 245+84 to
256-1-47 255+28
258+24
STATE PROJECT SHEET
NUMBER
ID KOOTENAI 5762(1) E.1
APPROACH ROAD
LOCATIONS AND QUANTITIES (cont.)
ROAD NAME TYPE ITEM 30202-2000 ITEM 40301-0100
SIDE ROADWAY AGGREGATE, ASPHALT CONCRETE
CLASS METHOD2 PAVEMENT, TYPE 1
LT/RT (TON) (TON)
RT Private Driveway 1 A 9 --
RT Field Approach 1 A 11 -- RT Private Driveway 1 B - - 11
LT Field Approach 1 A 6 --
LT Field Approach 1 A 7 --
LT/RT Private Driveway 2 B - - 47
RT Field Approach 1 A 8 --
LT Field Approach 1 A 8 --
RT Field Approach 1 A 11 --
LT Field Approach 1 A 7 -- RT Private Driveway 1 A 10 --
LT Private Driveway 1 A 15 --
LT Private Driveway 2 B 18 --
LT N Skid Rd 1 A 14 - -
RT Private Driveway 1 A 12 --
LT Private Driveway 1 A 9 -- LT Private Driveway 1 A 14 --
LT Field Approach 1 B 13 --
RT Field Approach 1 A 8 --
LT Field Approach 1 A 4 --
RT Field Approach 1 A 6 --
RT Field Approach 1 A 7 --
LT Private Driveway 1 A 13 --
LT Overlay Parking Lot N/A N/A - - 207
LT Field Approach 1 B 8 --
LT Private Driveway 2 A - - 23
SUBTOTAL 218 288
TOTAL 347 358
NOTE:
1. See sheet E.2 for approach road type and class details.
TABULATION OF QUANTITIES
ID KOOTENAI 5762(1) F.6
ID KOOTENAI 5762(1) F.7
ID KOOTENAI 5762(1) G.2
ID KOOTENAI 5762(1) G.3
ID KOOTENAI 5762(1) G.4
ID KOOTENAI 5762(1) G.5
ID KOOTENAI 5762(1) G.6
ID KOOTENAI 5762(1) H.11
ID KOOTENAI 5762(1) H.12
ID KOOTENAI 5762(1) H.13
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