WY_FLAP_CR_CN10-277(1)_FinalPlans.pdf
PDF 13 MB Posted
- Attached to
- WY FLAP CR CN10-277(1) Wiggins Creek Bridge
- Solicitation number
- 6982AF23B000018
About this file
This federal contract opportunity is for a bridge replacement project located in Fremont County, Wyoming along the East Fork Road. The project includes removing an existing one-lane bridge and constructing a new bridge over Wiggins Creek, which is habitat for Yellowstone cutthroat trout and Brown trout. A one lane diversion of traffic will be required during construction to keep the roadway open. Most work is anticipated to occur in late summer through winter to minimize impacts to the fisheries. The project may face some public scrutiny as there are three private properties adjacent to the bridge location. The solicitation was issued by the Department of Transportation Federal Highway Administration to replace the bridge in a manner sensitive to the creek's ecological resources while maintaining road access.
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Text version
SHEET DESCRIPTION
A1 TITLE SHEET
A2-A3 CONVENTIONAL PLAN SYMBOLS & ABBREVIATIONS
A4 SURVEY CONTROL
A5 SITE MAP
A6-A7 TYPICAL SECTIONS MAINLINE AND ROADWAY
DIVERSION
B1-B2 SUMMARY OF QUANTITIES
B3 GRADING AND SURFACING SUMMARIES
B4-B5 TABULATION OF QUANTITIES
C1 MAINLINE PLAN
C2 MAINLINE PROFILE
D1 ROADWAY DIVERSION PLAN AND PROFILE
F1 SPECIAL 204-A EMBANKMENT BENCHING
G1 SPECIAL 253-A CONTRACTOR DESIGNED GABION
RETAINING WALL
S1-S17 WIGGINS FORK CREEK BRIDGE SHEETS
T1 STD 602-1 METAL PIPE CULVERT
T2 STD 602-2 METAL PIPE CULVERT COUPLING BAND
T3 STD 602-3 METAL AND PLASTIC PIPE CULVERT
BEDDING
T4 DETAIL C617-20 MGS AND G4 W-BEAM GUARDRAIL
TYPE TANGENT TERMINAL AND GRADING
T5 SPECIAL 617-A MGS W-BEAM GUARDRAIL WOOD POSTS
T6 SPECIAL 619-A BARBED WIRE FENCE
T7 SPECIAL 619-B BUCK AND POLE FENCE
T8 DETAIL C629-50 ROLLED EROSION CONTROL PRODUCT
ON SLOPES
T9-T10 TEMPORARY TRAFFIC CONTROL PLAN STAGE 1 AND 2
T11 STANDARD 635-1 TEMPORARY TRAFFIC CONTROL
ADVANCE SIGNING
T12 STANDARD 635-14 TEMPORARY TRAFFIC CONTROL
SIGN INSTALLATION WOOD POSTS
X1-X16 MAINLINE CROSS SECTIONS
Y1-Y6 TEMPORARY ROADWAY DIVERSION CROSS SECTIONS
INDEX TO SHEETS
WENDY M LONGLEY Digitally signed by WENDY M LONGLEY Date: 2023.04.06 13:40:43 -06'00'
Sheet and Description
B3 B4-B5 S2
Grading and Surfacing
Summaries
Tabulation of Quantities Bridge Sheets Allowance Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL
A0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.099 0.099
A0080 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.198 0.198
A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0120 15401-0000 CONTRACTOR TESTING LPSM ALL
A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0160 15701-0000 SOIL EROSION CONTROL LPSM ALL
A0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL
A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0220 20101-0000 CLEARING AND GRUBBING ACRE 0.660 0.033 0.693
A0240 20302-0700 REMOVAL OF FENCE LNFT 577 33 610
A0260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 630 35 665
A0280 20304-2000 REMOVAL OF BRIDGE LPSM All ALL
A0300 20420-0000 EMBANKMENT CONSTRUCTION CUYD 677 33 710
A0320 20801-0000 STRUCTURE EXCAVATION CUYD 260 260 Contract Quantity
A0340 20803-0000 STRUCTURAL BACKFILL CUYD 63 63 Contract Quantity
A0360 20815-0000 COFFERDAMS LPSM All ALL
A0380 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 164 164
A0400 25301-2000 GABIONS, POLYVINYL CHLORIDE COATED SQFT 400 20 420
A0420 25701-0100 CONTRACTOR FURNISHED GABION WALL DESIGN LPSM All ALL
A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 608 32 640
A0460 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 149 149 Contract Quantity
A0480 55401-1000 REINFORCING STEEL LB 21,700 21,700 Contract Quantity
A0500 55401-2000 REINFORCING STEEL, EPOXY COATED LB 13,000 13,000 Contract Quantity
A0520 55504-0000 PRE-FABRICATED STEEL BRIDGE (100'x29'-4" MODULAR STEEL VEHICULAR BRIDGE) LPSM All ALL
A0540 55601-0900 BRIDGE RAILING, STEEL (WYDOT TL-3) LNFT 282 282 Contract Quantity
A0560 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER LNFT 240 240
A0580 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 75 75
A0600 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 4 4
A0620 61707-0000 STRUCTURE TRANSITION RAILING LNFT 100 100 Contract Quantity
A0640 61901-0000 FENCE (BUCK AND POLE) LNFT 210 10 220
A0660 61901-0800 FENCE, BARBED WIRE, 3 STRAND LNFT 367 23 390
A0680 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 10
A0700 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10
A0720 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10
A0740 62301-0000 GENERAL LABOR HOUR 40
A0760 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10
A0780 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10
A0800 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 1,098 52 1,150
MileStone: FINAL Date Completed: 03/01/23 Report Date: 03/01/23
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES - Schedule A 1-
M ar
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A M
Remarks and/or Determination of Estimated QuantityPay Item Description Unit
Estimated Quantities
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STATE PROJECT
B1FLAP CR CN10-277(1)
WIGGINS CREEK BRIDGEWY
SHEET
NUMBER
Sheet and Description
B3 B4-B5 S2
Grading and Surfacing
Summaries
Tabulation of Quantities Bridge Sheets Allowance Bid Schedule
A0820 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 1,200 100 1,300
A0840 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 1,200 100 1,300
A0860 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 1,890 110 2,000
A0880 63308-3000 OBJECT MARKER, TYPE 3 Install at each end of bridge, Rt & Lt according
EACH 4 to the MUTCD
A0900 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM All ALL
A0920 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2
A0940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 5 25
A0960 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4
A0980 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 14 2 16
A1000 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 815 45 860
A1020 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 640 30 670
A1040 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION LPSM All ALL
1- M ar -2
:4
A M
MileStone: FINAL Date Completed: 03/01/23 Report Date: 03/01/23
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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
B2FLAP CR CN10-277(1)
WIGGINS CREEK BRIDGEWY
SHEET
NUMBER
63501-2000 63502-0600 63502-1300 63502-1600 63503-0400
TEMPORARY TRAFFIC
CONTROL, TRAFFIC
SIGNAL SYSTEM
TEMPORARY TRAFFIC
CONTROL,
BARRICADE TYPE 3
TEMPORARY TRAFFIC
CONTROL, DRUM
TEMPORARY TRAFFIC
CONTROL, WARNING
LIGHT TYPE B
TEMPORARY TRAFFIC
CONTROL,
CONCRETE BARRIER
Remarks
LPSM EACH EACH EACH LNFT
ALL 2 20 4 815
No payment will be made for moving concrete barrier from stage 1 to stage 2 location. See Temporary Traffic Control Plan for more information.
ALL 2 20 4 815TOTALS
Item Number
Station to Station
Project Wide
TEMPORARY TRAFFIC CONTROL SUMMARY
63502-3900 in x in sqft EACH
G20-2 End Road Work 36 x 18 4.5 2 R10-6 STOP HERE ON RED 36 x 36 9 2 W1-6L One Direction Large Arrow Left 48 x 24 8 1 W1-6R One Direction Large Arrow Right 48 x 24 8 1 W3-3 Signal Ahead (symbol) 36 x 36 9 2
W13-1P Advisory Speed (plaque) 24 x 24 4 2 25 miles per hour W20-1 Road Work Ahead 36 x 36 9 2 W20-4 One Lane Road Ahead 36 x 36 9 2
TEMPORARY TRAFFIC
CONTROL
CONSTRUCTION
SIGN
Area per Sign
Remarks
Item Number
CONSTRUCTION SIGN SUMMARY
TOTAL
Description Sign PanelMUTCD
Reference
Pay Item Number Item Description Quantity Unit Remarks
For Info Only Clearing and Grubbing 0.164 acre Includes 2ft beyond diversion slope stakes. Does not include area of overlap with mainline clearing quantity. Clearing report provided for staking purposes only.
For Info Only Removal of Pipe Culvert 3 each Removal of two 60" and one 24" pipe culverts, restore areas to pre-installation contours.
For Info Only Embankment Construction 570 cuyd Station 50+00-52+25 & 53+25-55+22, quantity does not include material measured under Mainline embankment construction where overlapping fill slopes occur.
For Info Only Embankment Construction (granular material) 900 cuyd Station 52+25-53+25 (stream crossing)
For Info Only Roadway Obliteration 800 sqyd Same area as clearing and grubbing for diversion, see note for clearing and grubbing above.
For Info Only Roadway Aggregate, Method 2 235 ton 4 inch depth, 139 lb/cuft For Info Only 24-inch Pipe Culvert 45 lnft See D sheet for plan view and cross section for more information
For Info Only Drainage structure (Contractor selected) 65 lnft Install culvert(s) to pass the Q2 (500 cfs) flow. Embed minimum 1 ft below stream bottom, backfill with streambed material. See plan view and SCR Section 650 for more information.
For Info Only Seeding 655 sqyd
Conserve topsoil, replace after Diversion is removed, and seed and mulch the area. The area is estimated as the Clearing and grubbing area shown above for the construction of the diversion, minus the area of the stream.
For Info Only Mulching 655 sqyd
Pay Item 65001-1000
CONSTRUCT AND MAINTAIN DIVERSION
LUMP SUM
Note: Quantities shown are approximate and for information only. Items shown do not reflect all items necessary to complete work required. Staking reports will be provided. See SCR Section 650 for more information. Temporary Erosion Control and Temporary Traffic Control items will be paid separately.
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