Revised_Schedule_A_.pdf

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Chatt-Oconee ERFO Reconstruction FSR 44, FSR 32C and FSR 70
Solicitation number
12344V18R0002
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Revised Schedule of Items A

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Other files

File Type Posted
Amendment_Three.pdf PDF
Revised_Schedule_B_.pdf PDF
Revised_3270Schedule_B_Supplemental_Specifications.pdf PDF
Revised_44Schedule_A_Supplemental_Specifications.pdf PDF
Amendment_Two.pdf PDF
Amendment_One.pdf PDF
Final_ERFO_FSR_32C_&_70_Drawings_signed.pdf PDF
Schedule_A_Supplemental_Specifications.pdf PDF
FSR32C&FSR70_SectionC.pdf PDF
Wage_Determination_-_GA225.txt TXT text file
Schedule_B_Supplemental_Specifications.pdf PDF
Final_ERFO_FSR_44_Drawings_signed.pdf PDF
Chattahoochee_RFP_Solicitation.pdf PDF
FSR44Seg.1&2_SectionC.pdf PDF
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REVISED Schedule of Items--A

Project: Chatt-Oconee ERFO Reconstruction FSR 44-MP 2.49

Item No. Item Description Method of Measure

Est Qty

Pay Unit Unit Price Amount

15101 Mobilization L.S.Q. 1 L.S. XXXX $_____________

15713 Soil Erosion & Pollution Control, Type Silt Fence & Sediment Traps

L.S.Q. 1 L.S. XXXX $_____________

20701 Earthwork Geosynthetics, Type Separation Class 1 Woven, Type D

A.Q. 370 S.Y. _________ $_____________

21201 Linear Grading C.Q. 0.06 Mile _________ $_____________

25102 Placed Riprap, GDOT Class 1 A.Q. 346 Ton _________ $_____________

25105 Keyed Riprap, GDOT Class 1 A.Q. 193 Ton _________ $_____________

30202 4-Inch Minus Aggregate Base, Georgia DOT Gradation #4, Compaction Method 1

A.Q. 346 Ton _________ $_____________

30208 1-Inch Minus Surface Aggregate, Georgia DOT, GAB Gradation, Compaction Method 1

A.Q. 129 Ton _________ $_____________

60201 24" Pipe Culvert, Type Galvanized Steel, 0.064" Thickness, Compaction Method 2

A.Q. 108 L.F. _________ $_____________

Total Base Items: $_____________

Project: Chatt-Oconee ERFO Reconstruction FSR 44-MP 6.80

Item No. Item Description Method of Measure

Est Qty Pay Unit Unit Price Amount

15101 Mobilization L.S.Q. 1 L.S. XXXX $____________

15713 Soil Erosion & Pollution Control, Type Silt Fence & Sediment Traps

L.S.Q. 1 L.S. XXXX $____________

20425 Drainage Excavation, Type Rolling Drain Dip & Site Finish Grading

A.Q. 2 Each _________ $____________

21201 Linear Grading C.Q. 0.08 Mile _________ $____________

30202 4-Inch Minus Aggregate Base, GeorgiaDOT Gradation #4, Compaction Method 1

A.Q. 438 Ton _________ $____________

30208 1-Inch Minus Surface Aggregate, Georgia DOT, GAB Gradation, Compaction Method 1

A.Q. 218 Ton _________ $____________

Total Base Items: $_____________

Total Schedule A:

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