Schedule_of_Items.pdf

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Attached to
Construction - AOP Culvert Replacements at Mulky Gap and Dixon Creek
Solicitation number
12435H18R0007
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Amendment to Schedule of Items

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Other files

File Type Posted
Question.pdf PDF
AOP_Design_Summary_MULKY1-27-2018.pdf PDF
AOP_Design_Summary_DIXON1-27-2018.pdf PDF
Pre_bid_questions_(002).pdf PDF
FP14-FSSS_(002).pdf PDF
Bidtab.xlsx XLSX spreadsheet
FP14-FSSS.docx DOCX document
Mulky_Dixon_Section_M_Culvert_Replacement.pdf PDF
12435H18R0007_SF-1442.pdf PDF
12435H18R0007___pp_3-37_(006).pdf PDF
Mulky_Dixon_Section_C_General_Requirements.pdf PDF
Mulky_Dixon_Contract_Drawings572018_(002).pdf PDF
Wage_Determination.pdf PDF
Mulky_Dixon_Suplemental_Specifications.pdf PDF
Mulky_Dixon_Bidtab.pdf PDF
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Text version

Bid Tabs for the Mulkey jCreek Culvert Replacements

Project

Name DIXON CREEK AOP Road No. 4

Item

Number Description

Method of

Meas. Unit Quantity Unit Price Total

15101 Mobilization LSQ Lump Sum 1.00

15713 Soil Erosion & Pollution Control LSQ Lump Sum 1.00

20305 Removal of structures and obstructions LSQ Lump Sum 1.00

20801 Structure excavation CQ Cubic Yard 75.00

20903A Culvert bedding/ backfill, crushed aggregate, GDOT Gradation #GAB, compaction method C AQ Ton 15.00

20903B Culvert backfill, crushed aggregate, GDOT Gradation #57, compaction method C AQ Ton 85.00

21201 Linear Grading CQ Station 2.65

25102A Placed riprap, Class 2 w/type 2C geotextile for stream restoration AQ Ton 70.00

25102B Placed riprap, Class 2 w/type 2C geotextile for road base AQ Ton 110.00

55201 Structural Concrete, Class A CQ Cubic Yard 30.00

30116 Aggregate base, GDOT Gradation #57, compaction method 1(e) AQ Ton 90.00

60301 19'‐0" span, 6'‐1" rise, x 22.5' long, bottomless structural plate aluminum box culvert, CONTECH structure no.

43‐R3 LSQ Lump Sum 1.00

61301 Simulated stone masonry surface treatment LSQ Lump Sum 1.00

62502 Seeding, Fertilizing, and Mulching, Dry Method CQ Acre 0.50

64801 Placed Streambed simulation rock, bed class 4, method A LSQ Lump Sum 1.00

64803A Placed channel rock, class CR‐0, Channel ribs LSQ Lump Sum 1.00

64803B Placed channel rock, class CR‐1, Channel bank LSQ Lump Sum 1.00

Total $ ‐

Option A: Temporary road & bridge

20101 Clearing & grubbing LSQ Lump Sum 1.00

20401 Roadway Excavation & Embankment

CQ CY 220.00

20903C Common borrow, compaction method C CQ CY 50.00

21101 Roadway obliteration, recontouring LSQ Lump Sum 1.00

21201 Linear Grading CQ Station 3.50

30116 Aggregate base, GDOT Gradation #57, compaction method 1(e) AQ Ton 120.00

63501 Temporary traffic control, 40' temporary bridge LSQ Lump Sum 1.00

Total $ ‐

Dixon Total: $ ‐

Project

Name MULKY GAP AOP Road No. 4

Item

Number Description

Method of

Meas. Unit Quantity Unit Price Total

15101 Mobilization LSQ Lump Sum 1.00

15713 Soil Erosion & Pollution Control LSQ Lump Sum 1.00

20305 Removal of structures and obstructions LSQ Lump Sum 1.00

20901 Structure excavation CQ Cubic Yard 100.00

20903A Culvert bedding/ backfill, crushed aggregate, GDOT Gradation #GAB, compaction method C AQ Ton 20.00

20903B Culvert backfill, crushed aggregate, GDOT Gradation #57, compaction method C AQ Ton 60.00

21201 Linear Grading CQ Station 3.00

25102A Placed riprap, Class 2 w/type 2C geotextile for stream restoration AQ Ton 50.00

25102B Placed riprap, Class 2 w/type 2C geotextile for road base AQ Ton 110.00

25102C Placed riprap, surge stone for channel restoration AQ Ton 15.00

55201 Structural Concrete, Class A CQ Cubic Yard 50.00

30116 Aggregate base, GDOT Gradation #57, compaction method 1(e) AQ Ton 110.00

60201 24" CMP AQ Linear Foot 20.00

60301 19'‐0" span, 6'‐1" rise, x 22.5' long, bottomless structural plate aluminum box culvert, CONTECH structure no.

43‐R3 LSQ Lump Sum 1.00

61301 Simulated stone masonry surface treatment LSQ Lump Sum 1.00

62502 Seeding, Fertilizing, and Mulching, Dry Method CQ Acre 0.40

64801 Placed Streambed simulation rock, bed class 4, method A LSQ Lump Sum 1.00

64803A Placed channel rock, class CR‐0, Channel ribs LSQ Lump Sum 1.00

64803B Placed channel rock, class CR‐1, Channel bank LSQ Lump Sum 1.00

Total $ ‐

Option A: Temporary road & bridge

20101 Clearing & grubbing LSQ Lump Sum 1.00

20401 Roadway Excavation & Embankment

CQ CY 40.00

20903C Common borrow, compaction method C CQ CY 30.00

21101 Roadway obliteration, recontouring LSQ Lump Sum 1.00

21201 Linear Grading CQ Station 2.65

30116 Aggregate base, GDOT Gradation #57, compaction method 1(e) AQ Ton 90.00

63501 Temporary traffic control, 40' temporary bridge LSQ Lump Sum 1.00

Total $ ‐

Mulky Total: $ ‐

Total for both Dixon Creek and Mulky Gap Total

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