WY FLAP JOH 14(1) Plans Flattened.pdf
PDF 20 MB Posted
- Solicitation number
- 6982AF24B000023
About this file
This document appears to be a Solicitation for a federal contract opportunity to replace the North Fork Crazy Woman Creek Bridge on Crazy Woman Canyon Road/Route 33 in Wyoming. The project scope includes replacing the existing bridge structure, reconstructing the roadway approaches, installing object markers, and improving a pullout area. The proposed bridge is 14 feet wide and 51 feet long, with a prefabricated rolled girder and structural steel deck design. New concrete abutments and wingwalls with micropile foundations will be constructed. The existing bridge has load rating restrictions that will be addressed by the replacement. The project is being managed by the Central Federal Lands Highway Division of the Federal Highway Administration in cooperation with the U.S. Forest Service and Johnson County, Wyoming. A temporary bridge or diversion is not required during construction.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Tabs WY FLAP JOH 14(1).pdf | ||
| Bid Opening Summary Sched A WY FLAP JOH 14(1).pdf | ||
| QnA 09.25.24.pdf | ||
| QnA 09.20.24.pdf | ||
| QnA 09.19.24.pdf | ||
| A002.pdf | ||
| QnA 09.17.24.pdf | ||
| QnA 09.10.24.pdf | ||
| Pre-Bid Site Visit Sign In Sheet.pdf | ||
| WY FLAP JOH 14(1)_Prebid presentation.pdf | ||
| QnA 09.03.24.pdf | ||
| A001.pdf | ||
| QnA 08.30.24.pdf | ||
| FP-14.pdf | ||
| 6982AF24B000023.pdf | ||
| HYD Report WY FLAP JOH 14(1).pdf | ||
| GEO Report Addendum WY FLAP JOH 14(1).pdf | ||
| GEO Report WY FLAP JOH 14(1).pdf |
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Text version
CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2024.08.06 13:05:02 -06'00'
Sheet and Description
B3 B4 S2
Grading/Su rfacing Miscellaneous Bridge Allowance Bid
Schedule
A0100 15101-0000 MOBILIZATION LPSM ALL
A0120 15201-0000 CONSTRUCTION SURVEY AND
STAKING LPSM ALL
A0140 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL
A0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0180 15401-0000 CONTRACTOR TESTING LPSM ALL
A0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0220 15701-0000 SOIL EROSION CONTROL LPSM ALL
A0240 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0260 20103-0000 CLEARING AND GRUBBING SQYD 604 26 630
A0280 20304-1000 REMOVAL OF STRUCTURES AND
OBSTRUCTIONS LPSM ALL
A0300 20304-2000 REMOVAL OF BRIDGE LPSM All ALL
A0320 20420-0000 EMBANKMENT CONSTRUCTION CUYD 44 21 65
A0340 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 11 4 15
A0360 20801-0000 STRUCTURE EXCAVATION CUYD 70 70 Contract Quantity
A0380 20803-0000 STRUCTURAL BACKFILL CUYD 20 20 Contract Quantity
A0400 30202-2100 ROADWAY AGGREGATE, METHOD 2,
SURFACE COURSE TON 107 13 120
A0420 30303-2000 AGGREGATE SURFACE
RECONDITIONING SQYD 110 15 125
A0440 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity
(AE) CUYD 20 20
A0460 55401-1000 REINFORCING STEEL LB 2,200 2,200 Contract Quantity
A0480 55504-0000 PRE-FABRICATED STEEL BRIDGE
(14'x49') LPSM All ALL
A0500 56320-0000 CONTAINMENT SYSTEM AND WORKER
PROTECTION PLAN LPSM ALL
A0520 56701-0000 MICROPILE (9" dia) LNFT 320 320
A0540 56705-0000 MICROPILE LOAD VERIFICATION
TEST EACH 1 1
A0560 56706-0000 MICROPILE PROOF LOAD TEST EACH 2 2
A0580 62201-0200 DUMP TRUCK, 8 CUBIC YARD
MINIMUM CAPACITY HOUR 20
A0600 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT
MINIMUM RATED CAPACITY
BUCKET, 24-INCH WIDTH HOUR 40
A0620 62201-0950 WHEEL LOADER, 3 CUBIC YARD
MINIMUM RATED CAPACITY HOUR 20
MileStone: 100% Date Completed: 07/03/24 Report Date: 07/03/24
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES - Schedule A 3-
Ju l-
2:
P
M
Remarks and/or Determination of Estimated
Quantity Pay Item Description Unit
Estimated Quantities
N
W Y\
(1
R oa dw ay
\C
AD
D _S he et s\ B -S um m
Su m m ar y of Q ua nt iti es
.x ls m ]S he et
PROJECT
B1WY FLAP JOH 14(1)
N. Fork Crazy Woman CR BR
SHEET
NUMBER
Sheet and Description
B3 B4 S2
Grading/Su rfacing Miscellaneous Bridge Allowance Bid
Schedule
A0640 62201-1300 BULLDOZER, 160HP MINIMUM
FLYWHEEL POWER HOUR 20
A0660 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM
BLADE HOUR 20
A0680 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC
YARD MINIMUM CAPACITY HOUR 20
A0700 62301-0000 GENERAL LABOR HOUR 50
A0720 62302-1000 SPECIAL LABOR, HIRED
TECHNICAL SERVICES HOUR 10
A0740 62302-1100 SPECIAL LABOR, HIRED SURVEY
SERVICES HOUR 20
A0760 62303-1000 SPECIAL LABOR, HIRED
TECHNICAL SERVICES (BIOLOGIST) LPSM ALL
A0780 62405-0300 PLACING CONSERVED TOPSOIL,
4-INCH DEPTH SQYD 100 35 135
A0800 62511-1000 SEEDING, DRY METHOD SQYD 282 13 295
A0820 62516-1000 MULCHING, DRY METHOD SQYD 282 13 295
A0840 63301-0000 SIGN SYSTEM EACH 1 1
A0860 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4
A0880 63503-1000 TEMPORARY TRAFFIC CONTROL,
PLASTIC FENCE LNFT 120 10 130
A0900 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 126 14 140
A0920 63701-0000 FIELD OFFICE EACH 1
3- Ju l-
2:
P M
MileStone: 100% Date Completed: 07/03/24 Report Date: 07/03/24
N
W Y\
(1
R oa dw ay
\C
AD
D _S he et s\ B -S um m
Su m m ar y of Q ua nt iti es
.x ls m ]S he et
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
PROJECT
B2WY FLAP JOH 14(1)
N. Fork Crazy Woman CR BR
SHEET
NUMBER
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