UT FLAP 218(1) Plans - 1 of 3.pdf
PDF 40 MB Posted
- Attached to
- UT FLAP 218(1) Sheep Creek Loop Federal contract opportunity
- Solicitation number
- 6982AF21B000015
About this file
This document outlines a federal contract opportunity for road reconstruction and improvement work. The Utah Department of Transportation Federal Highway Administration is soliciting bids for the UT FLAP 218(1) Sheep Creek Loop project located approximately 7 miles south of Manila, Utah. The project involves reconstructing and widening 1.85 miles of roadway on the Sheep Creek Geologic Loop to correct geometry and improve safety. Major work elements include widening the roadway, vertical and horizontal alignment changes, cut slopes, embankment, aggregate base course, paving, clearing vegetation, shoulder stabilization, drainage improvements including a concrete box culvert, cattleguard installation, pavement markings, and signage updates. Select pullouts and access road intersections will also be rehabilitated or reconstructed. The estimated cost range for the proposed project is between $2,500,000 to $3,500,000.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Tabulation of Bids.pdf | ||
| Bid Opening Summary .pdf | ||
| QnA 11 10 2021.pdf | ||
| Sheep_Creek_UT218(1)_Hydraulics_Report.pdf | ||
| UT FLAP 218(1) Sheep Creek Geological Loop Pavement Memo.pdf | ||
| UT FLAP 218(1) Plans - 3 of 3.pdf | ||
| FP-14_Eng.pdf | ||
| Memo UT FLAP 218(1) Sheep Creek Road_FINAL.pdf | ||
| 6982AF21B000015.pdf | ||
| Cross Sections - X Y Z Sheets.pdf | ||
| UT FLAP 218(1) Plans - 2 of 3.pdf |
Show all 11
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sheet and Description
B4 B5 B6 B7 B8
Grading, Staking and
Clearing Summaries
Surfacing Summary
Drainage & Guardrail
Summaries
Miscellaneous Summaries
Miscellaneous Summaries
Allowance Bid
Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15206-0000 SLOPE, REFERENCE, AND
CLEARING AND GRUBBING STAKE MILE 1.870 0.130 2.000
A0060 15215-3000 SURVEY AND STAKING, DRAINAGE
STRUCTURE EACH 17 1 18
A0080 15215-5000 SURVEY AND STAKING, BOX
CULVERT EACH 1 1
A0100 15216-2000 SURVEY AND STAKING, GRADE
FINISHING STAKES MILE 3.740 0.260 4.000
A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0140 15401-0000 CONTRACTOR TESTING LPSM ALL
A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0180 15701-0000 SOIL EROSION CONTROL LPSM ALL
A0200 15702-1000 SOIL EROSION CONTROL,
TEMPORARY DIVERSION CHANNEL LPSM ALL
A0220 15720-0000 STORM WATER POLLUTION
PREVENTION PLAN LPSM ALL
A0240 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0260 20101-0000 CLEARING AND GRUBBING ACRE 11.79 0.21 12.00
A0280 20304-1000 REMOVAL OF STRUCTURES AND See Summary Tables
OBSTRUCTIONS
LPSM
ALL
and Plan Sheets for removal locations
A0300 20401-0000 ROADWAY EXCAVATION CUYD 4,423 177 4,600
A0320 20402-0000 SUBEXCAVATION CUYD 148 52 200
Adjust limits as directed by the CO
A0340 20403-0000 UNCLASSIFIED BORROW CUYD 904 146
A0360 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 80 10 90
A0380 25101-0200 PLACED RIPRAP, METHOD A,
CLASS 2 CUYD 15.6 2.4 18.0
A0400 25101-0400 PLACED RIPRAP, METHOD A,
CLASS 4 CUYD 101.5 8.5 110.0
A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 5,567 233 5,800
A0440 30402-5300 FULL DEPTH RECLAMATION,
METHOD 2, 6-INCH DEPTH SQYD 14,162 338 14,500
A0460 40301-0100 ASPHALT CONCRETE PAVEMENT,
TYPE 1 TON 3,687 153 3,840
A0480 40602-0000 FOG SEAL SQYD 22,569 651 23,220
A0500 41102-1000 PRIME COAT, METHOD 1 SQYD 22,569 651 23,220
A0520 41105-0000 BLOTTER TON 32
A0540 41201-0000 TACK COAT TON 9.7 0.3 10.0
MileStone: New 100% (Unshelved) Date Completed: 08/17/21 Report Date: 08/17/21
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES - Schedule A -A u g -2
:3 P
M
Remarks and/or Determination of Estimated
Quantity Pay Item Description Unit
Estimated Quantities
N
U T \u t2 (1
R o a d w a y\
S u b m it ta ls \T o S h el f\ [1
U n sh el vi n g S O
Q
FI
N A L.
xl sm
]S h ee t
STATE PROJECT
B1
UT FLAP 218(1)
Sheep Creek Geologic LoopUT
SHEET
NUMBER
Grading, Staking and
Clearing Summaries
Surfacing Summary
Drainage & Guardrail
Summaries
Miscellaneous Summaries
Miscellaneous Summaries
Allowance Bid
Schedule
A0560 60103-0000 CONCRETE, HEADWALL (& Pay item includes
WINGWALLS, INLET, TYPE B, construction of
DOUBLE 4'X8' CONCRETE BOX Wingwalls
CULVERT) EACH 1 1
A0580 60103-0000 CONCRETE, HEADWALL (& Pay item includes
WINGWALLS, OUTLET, DOUBLE construction of
4'X8' CONCRETE BOX CULVERT) EACH 1 1 Wingwalls
A0600 60201-0600 18-INCH PIPE CULVERT LNFT 4 4
A0620 60201-0800 24-INCH PIPE CULVERT LNFT 122 13 135
A0640 60202-0200 18-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 54 6 60
A0660 60202-0400 24-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 456 24 480
A0680 60202-0800 48-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 44 6 50
A0700 60210-0600 END SECTION FOR 18-INCH PIPE
CULVERT EACH 1 1
A0720 60210-0800 END SECTION FOR 24-INCH PIPE
CULVERT EACH 6 2 8
A0740 60211-0600 END SECTION FOR 18-INCH
EQUIVALENT DIAMETER ARCH OR
ELLIPTICAL PIPE CULVERT EACH 4 4
A0760 60211-0800 END SECTION FOR 24-INCH
EQUIVALENT DIAMETER ARCH OR
ELLIPTICAL PIPE CULVERT EACH 24 2 26
A0780 60211-1200 END SECTION FOR 48-INCH
EQUIVALENT DIAMETER ARCH OR
ELLIPTICAL PIPE CULVERT EACH 2 2
A0800 60222-1800 8 FEET SPAN, 4 FEET RISE
REINFORCED CONCRETE BOX
CULVERT, DOUBLE BARREL LNFT 40 40
A0820 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,
CLASS A STEEL POSTS LNFT 200.0 200.0
A0840 61702-1500 TERMINAL SECTION, TYPE MGS
TANGENT EACH 2 2
A0860 61901-0000 FENCE (4-STRAND, WILDLIFE
FRIENDLY) LNFT 1,890 225 2,115
-A u g -2
:3 P
M
MileStone: New 100% (Unshelved) Date Completed: 08/17/21 Report Date: 08/17/21
N
U T \u t2 (1
R o a d w a y\
S u b m it ta ls \T o S h el f\ [1
U n sh el vi n g S O
Q
FI
N A L.
xl sm
]S h ee t (2
SUMMARY OF QUANTITIES - Schedule A
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
B2
UT FLAP 218(1)
Sheep Creek Geologic LoopUT
Grading, Staking and
Clearing Summaries
Surfacing Summary
Drainage & Guardrail
Summaries
Miscellaneous Summaries
Miscellaneous Summaries
Allowance Bid
Schedule
A0880 61901-0500 FENCE, WOVEN WIRE, 96-INCH
HEIGHT LNFT 495 40 535
A0900 61902-2000 GATE, METAL, 28 FEET WIDTH EACH 1 1
A0920 61903-0700 CATTLE GUARD, 24 FEET EACH 2 2
A0940 61920-2000 REMOVE AND RESET GATE EACH 2 2
A0960 62201-0250 DUMP TRUCK, 10 CUBIC YARD
MINIMUM CAPACITY HOUR 20
A0980 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT
MINIMUM RATED CAPACITY
BUCKET, 18-INCH WIDTH HOUR 20
A1000 62201-0850 WHEEL LOADER, 1 CUBIC YARD
MINIMUM RATED CAPACITY HOUR 20
A1020 62201-1200 BULLDOZER, 80HP MINIMUM
FLYWHEEL POWER HOUR 20
A1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM
BLADE HOUR 20
A1060 62201-3300 HYDRAULIC EXCAVATOR, 3/4
CUBIC YARD MINIMUM CAPACITY HOUR 20
A1080 62301-0000 GENERAL LABOR HOUR 40
A1100 62302-1000 SPECIAL LABOR, HIRED
TECHNICAL SERVICES HOUR 20
A1120 62302-1100 SPECIAL LABOR, HIRED SURVEY
SERVICES HOUR 20
A1140 62303-1000 SPECIAL LABOR, HIRED
TECHNICAL SERVICES
(BIOLOGICAL SURVEYS) LPSM ALL
A1160 62406-0300 PLACING CONSERVED TOPSOIL,
4-INCH DEPTH ACRE 5.90 0.60 6.50
A1180 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 5.90 0.60 6.50
A1200 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 5.90 0.60 6.50
A1220 63301-0000 SIGN SYSTEM EACH 13 1 14
A1240 63301-0000 SIGN SYSTEM (SPECIAL) EACH 9 1 10
A1260 63308-3000 OBJECT MARKER, TYPE 3 EACH 16 16
A1280 63309-0000 DELINEATOR EACH 53 7 60
A1300 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL
-A u g -2
:3 P
M
MileStone: New 100% (Unshelved) Date Completed: 08/17/21 Report Date: 08/17/21
N
U T \u t2 (1
R o a d w a y\
S u b m it ta ls \T o S h el f\ [1
U n sh el vi n g S O
Q
FI
N A L.
xl sm
]S h ee t (3
SUMMARY OF QUANTITIES - Schedule A
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
B3
UT FLAP 218(1)
Sheep Creek Geologic LoopUT
File details come from the government source that posted it. Updated .