B08_ATTACHMENT__2_B104_Final_Plans.pdf
PDF 29 MB Posted
- Attached to
- BRIDGE REPLACEMENT CONSTRUCTION PROJECT Federal contract opportunity
- Solicitation number
- 140A0324R0003
About this file
This document provides details for a federal contract opportunity for bridge replacement construction. The solicitation number is 140A0324R0003 issued by the Department of the Interior Bureau of Indian Affairs Southern Plains Region for a BRIDGE REPLACEMENT CONSTRUCTION PROJECT. The opportunity type is a solicitation to replace bridges. No other salient details are provided in the attached file beyond the name and agency information.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B09_AMEND__3_ATTACHMENT__1_Revised_Bid_Schedule_B-104_0003.xlsx | XLSX spreadsheet | |
| Sol_140A0324R0003_Amd_0003.pdf | ||
| Geotechnical_Report_BRIDGE_B104_0002.pdf | ||
| Sol_140A0324R0003_Amd_0002.pdf | ||
| REVISED_Bid_Schedule_B-119_0002.xlsx | XLSX spreadsheet | |
| Geotechnical_Report_BRIDGE_B119_0002.pdf | ||
| PEBID_QUESTIONS_AND_ANSWERS_0002.docx | DOCX document | |
| Sol_140A0324R0003_Amd_0001.pdf | ||
| B08_ATTACHMENT__5_WAGE_RATES.pdf | ||
| B08_ATTACHMENT__1_B119_Final_Plans.pdf | ||
| B08_ATTACHMENT__4_Bid_Schedule_B-104.xlsx | XLSX spreadsheet | |
| Sol_140A0324R0003.pdf | ||
| B08_ATTACHMENT__6__SF-24_BID_BOND_FORM.pdf | ||
| B08_ATTACHMENT__3_Bid_Schedule_B-119.xlsx | XLSX spreadsheet |
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Text version
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1022 1023 1024
1005 1006 1007 1008 1010 1012 1014 1016 1018
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EARTHWORK
RECAPITULATION OF ROAD QUANTITIES
RECAPITULATION OF BRIDGE QUANTITIES
STATION to STATION
EXCAVATION
COMMON ROCK
VMF
CONTR.
FURN.
CU.YDS.CU.YDS. VMFCU.YDS.
COMPACTION
CU.YDS. CU.YDS.
TYPE AA
MR-3-3
TYPE B
MR-90
THROUGH CUTS
NOT SUBGRADED
CU.YDS. CU.YDS.
TYPE AACOMM. INITIAL
CONSOL. MENT CU.YDS.
PLACE.
SELECT
SOIL
EMBANKMENT
(CU.YDS.)
BRIDGE NUMBER STATION SEE SHEET NO.
SETTLE-
TOTALS
See General note.Subsidiary (see General Note).
DRAINAGE STRUCTURES
Location
Station Side Size Type
Structure
(For Information Only)
GUARDRAIL, STEEL PLATE
Location Lin. Ft.
SRT End
Terminals (Alt. 1)
FLEAT End Terminals
(Alt. 2)
SW Quadrant SE Quadrant NE Quadrant NW Quadrant
25.00 25.00 25.00 25.00
Total 100.00 4 4
Entrance Pipe (Ft.) End. Sections (ea.)
Each
L.S.
L.S.
Cu. Yds.
Each
Cu. Yds.
L.S.
L.S.
Cu. Yds.
Cu. Yds.
Mgal.
L.F.
Each Each
L.S.
Lump Sum
Lump Sum
5,101 Lump Sum Lump Sum
Lump Sum
Signing Object Markers (Type 3)
Contractor Construction Staking Temporary Surfacing Material (Aggregate)(Set Price)
Water (Grading)(Set Price) Field Office and Laboratory (Type C)
Compaction of Earthwork (Type B)(MR-90)
Mobilization
Common Excavation Removal of Existing Structures Clearing and Grubbing
Concrete For Seal Course (Set Price) Foundation Stabilization (Set Price)
Guardrail, Steel Plate Guardrail End Terminals (SRT)(Alt. 1) Guardrail End Terminals (FLEAT)(Alt. 2)
Curing Environment
See Sheet No. 26 for Temporary Erosion and Pollution Control Quantities.
See Sheet No. 33 for Seeding Quantities.
00000000000B104 Sheet No. 1155+86
5,101 2,697L Sta. 49+00 to L Sta. 59+00 0.70
REMOVAL OF EXISTING
STRUCTURES
Cu.Yds.1
See Sheet No. 40 for Traffic Control Quantities.
See Sheet No. 11 for Bridge Quantities.
2,697
Existing BridgeL Sta. 56+00, Rt.C
See Sheet No. 34 for Surfacing Quantities.
Location Number
TREE REMOVAL
(For Information Only)
1NW Quadrant 1SW Quadrant 2NE Quadrant 3SE Quadrant
7Total
C C 995 1,197
5,101 2,697995 1,197
Cu. Yds.Compaction of Earthwork (Type AA)(MR-3-3) 1,197
Cu. Yds.995Contractor Furnished Excavation
Sq.Yds.86.8Concrete Pavement (10" Unif.)(AE)(Br. Appr.)
CONCRETE PAVEMENT
(10" Uniform)(AE)(Br. App.)
Location
Sta. 55+11.71 to Sta. 55+24.71
Quantity Unit
43.4 Sq. Yds.
Sta. 56+47.29 to Sta. 56+60.27 43.4 Sq. Yds.
86.8 Sq. Yds.Total
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SFSFSFSFSF
SF
SF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SFSFSFSFSF
SF
SF
SF
SF
SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
T T T T T T T T T
SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SFSF
SFSFSF
SF
SFSFSF
SFSFSFSFSFSFSF
SF
SF
SFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF
SF
SF
SF
SF SF SF SF SF SF SF
SF SF SF SF
SF
SF
SF
SF
SF
130th Rd.
130th Rd.
Recapitulation Of QuantitiesWork Zone Sign (Special)
Work Zone Signs
Lighted Devices
0-9.25
Sign No. 16.25 Sq.Ft. & Less 16.26 Sq.Ft. & Over
Sign No. 9.26-16.25 16.26 & Over Size - Sq.Ft.
Item Quantity Unit Work Zone Signs (O To 9.25 Sq.Ft.)
Work Zone Signs (9.26 To 16.25 Sq.Ft.)
Work Zone Signs (16.26 Sq.Ft. & Over)
Channelizer (Fixed) Channelizer (Portable)
Work Zone Warning Light (Type "A" Low Intensity) Work Zone Warning Light (Red Type "B" High Intensity) Arrow Display Portable Changeable Message Sign Pavement Marking (Temporary)
Solid (Line Masking Tape) Broken (Line Masking Tape)
Pavement Marking Removal Work Zone Sign (Special) (16.25 Sq. Ft. & Less) Work Zone Sign (Special) (16.26 Sq. Ft. & More) Temporary Raised Pavement Marker (Type I) Temporary Raised Pavement Marker (Type I) Traffic Signal Installation (Temporary) Traffic Control (Initial Set Up) Traffic Control Flagger (Set Price)
Lump Sum Hour
Lump Sum Lump Sum Lump Sum
Each Each Each Each
Lin. Ft.
Sta./Line Sta./Line Sta./Line Sta./Line
Sta./Line
Sta./Line Sta./Line Sta./Line Sta./Line Sta./Line Sta./Line
Each Per Day Each Per Day Each Per Day Each Per Day
Each Per Day Each Per Day
Each Per Day Each Per Day Each Per Day Each Per Day
Arrow Display
Portable Changeable Message Sign
Channelizing Devices
Fixed Portable
Barricades
Sta./LineFlexible Raised Pavement Marker (4" Broken (8.0'))
Work Zone Barricades (Type 3 - 4' To 12')
Symbol (Type I) Symbol (Type II)
Quantity Most Used On The Project At Any One Time
Work Zone Warning Light (Type "A" Low Intensity)
Work Zone Warning Light (Red Type "B" High Intensity)
Type 3 (4' To 12')
Each Each
Summary Of Traffic Control Devices
Summary Of Traffic Control Devices
(Each)
4" Broken (8.0') (Type I) 4" Broken (8.0') (Type II) 4" Broken (3.0') (Type I) 4" Broken (3.0') (Type II) 4" Dotted Extension (Type I) 4" Dotted Extension (Type II)
4" Solid (Type II) 4" Solid (Type I)
Each Per DayWork Zone Barricades (Pedestrian)
Channelizer (Pedestrian) Each Per Day
Flexible Raised Pavement Marker (4" Broken (3.0') )
PedestrianPedestrian
D ra w n
By
Fi le
U
SE
R N
AM
E$
Pl ot te d
D
G N
SP
EC
$S
YT
IM
E$
KD
O
TG
R P$
KANSAS DEPARTMENT OF TRANSPORTATION
40 45 50 55 60 65 70 75 80
STA. 49+00
STA. 49+25
0 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 49+50
STA. 49+00 to STA. 49+50
LEGEND
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 50+00
STA. 50+50
STA. 51+00
STA.50+00 to STA.51+00
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 51+50
STA. 52+00
STA. 52+50
STA. 51+50 to STA. 52+50
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 53+00
STA. 53+50
STA. 54+00
STA. 53+00 to STA. 54+00
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 54+50
STA. 54+63
STA. 54+75
STA. 54+50 to STA. 54+75
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 55+00
STA. 55+25
STA. 55+50
STA. 55+00 to STA. 55+50
1030 1030
STA. 55+62
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 55+85
STA.56+00
STA.56+25
STA. 55+85 to STA. 56+25
10251025
10251025
STA. 56+10
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 56+46
STA. 56+50
STA. 56+75
STA. 56+46 to STA. 56+75
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA. 57+00
STA. 57+10
STA. 57+50
STA. 57+00 to STA. 57+50
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80 5 10 15 20 25 30 35
40 45 50 55 60 65 70 75 800 5-5-10-15-20-25-30-35-40-45-50-55-60-65 5 10 15 20 25 30 35-70-75-80
STA.58+00
STA. 58+50
STA. 59+00
STA. 58+00 to STA. 59+00
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