Mulky_Dixon_Bidtab.pdf
PDF 85 KB Posted
- Solicitation number
- 12435H18R0007
About this file
Schedule items
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Other files
| File | Type | Posted |
|---|---|---|
| Question.pdf | ||
| AOP_Design_Summary_MULKY1-27-2018.pdf | ||
| AOP_Design_Summary_DIXON1-27-2018.pdf | ||
| Pre_bid_questions_(002).pdf | ||
| FP14-FSSS_(002).pdf | ||
| Schedule_of_Items.pdf | ||
| Bidtab.xlsx | XLSX spreadsheet | |
| FP14-FSSS.docx | DOCX document | |
| Mulky_Dixon_Section_M_Culvert_Replacement.pdf | ||
| 12435H18R0007_SF-1442.pdf | ||
| 12435H18R0007___pp_3-37_(006).pdf | ||
| Mulky_Dixon_Section_C_General_Requirements.pdf | ||
| Mulky_Dixon_Contract_Drawings572018_(002).pdf | ||
| Wage_Determination.pdf | ||
| Mulky_Dixon_Suplemental_Specifications.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
20803A Culvert bedding/ backfill, crushed aggregate, GDOT Gradation #GAB, compaction method C AQ Ton 15.00
20803B 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
20803C 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
20801 Structure excavation CQ Cubic Yard 100.00
20803A Culvert bedding/ backfill, crushed aggregate, GDOT Gradation #GAB, compaction method C AQ Ton 20.00
20803B 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
20803C 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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