Attachment_03_-_Bid_Item_1_-_DOW.pdf
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Attachment 03 - Bid Item 1 - Description of Work (DOW)
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BID ITEM #1
Guardian – Line Item 1
Description of Work
FR 3261 Little Pike Creek
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 3261. Maintain entrance widening on left. Maintain present road prism.
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
0.07 Clean A-A type outlet ditch left.
0.10 Clean B-B type outlet ditches left and right.
0.13 Clean B-B type outlet ditches left and right.
0.17 Clean B-B type outlet ditch left.
Clean A-A type outlet ditch right.
0.20 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.22 Clean A-A type outlet ditch left.
0.26 Clean A-A type outlet ditch left.
0.33 Clean B-B type outlet ditches left and right.
0.37 Clean B-B type outlet ditches left and right.
0.42 Clean A-A type outlet ditches left and right.
0.45 Clean A-A type outlet ditch right.
0.58 Clean B-B type outlet ditches left and right.
0.64 Clean B-B type outlet ditch left.
0.65 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.66 Clean A-A type outlet ditch left.
0.69 Clean B-B type outlet ditch left.
0.72 Clean A-A type outlet ditches left and right.
0.77 Clean B-B type outlet ditch right.
Description of Work
0.78 Clean B-B type outlet ditch left.
0.58 Clean B-B type outlet ditches left and right.
0.80 Clean A-A type outlet ditch left.
0.83 Clean A-A type outlet ditch left.
0.85 Clean A-A type outlet ditch right.
0.89 Clean A-A type outlet ditch right.
0.91 Entrance to FR 3261C on left.
0.94 Clean B-B type outlet ditch right.
0.96 Clean A-A type outlet ditch left.
0.99 Clean A-A type outlet ditch right.
1.02 Clean A-A type outlet ditch left.
Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
1.05 Clean A-A type outlet ditch left.
1.06 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
1.11 Clean A-A type outlet ditch left.
1.14 Clean A-A type outlet ditch left.
1.18 Clean A-A type outlet ditch left.
1.22 Clean B-B type outlet ditch right.
1.24 Clean B-B type outlet ditch left.
1.26 Clean A-A type outlet ditch right
1.29 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
1.30 Clean B-B type outlet ditches left and right.
1.37 Clean A-A type outlet ditch right.
1.41 Clean B-B type outlet ditches left and right.
Description of Work
1.44 Clean A-A type outlet ditch left.
1.46 Entrance to FR 4097 right.
1.48 Clean A-A type outlet ditch right.
1.53 Clean A-A type outlet ditch left.
1.56 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
1.61 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
1.73 Clean B-B type outlet ditches left and right.
1.76 Clean B-B type outlet ditch right.
1.78 Clean A-A type outlet ditches left and right.
1.80 Clean A-A type outlet ditch right.
1.85 Clean A-A type outlet ditch left.
1.88 Clean A-A type outlet ditch left.
1.90 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
1.93 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
Entrance to FR 3261F on right.
2.01 Clean B-B type outlet ditch right.
2.02 Clean B-B type outlet ditch left.
2.04 Clean A-A type outlet ditch left.
2.05 Clean A-A type outlet ditch left.
2.10 Clean A-A type outlet ditches left and right.
2.12 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
2.14 Clean A-A type outlet ditch left.
2.15 Clean A-A type outlet ditch left.
2.17 Clean A-A type outlet ditches left and right.
2.22 Clean A-A type outlet ditch right.
2.24 Clean A-A type outlet ditches left and right.
2.27 Clean A-A type outlet ditches left and right.
2.33 Clean A-A type outlet ditch left.
2.38 Clean A-A type outlet ditch left.
2.41 Clean A-A type outlet ditch right.
2.43 Clean B-B type outlet ditches left and right.
2.45 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
2.50 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
2.58 Clean A-A type outlet ditches left and right.
2.60 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
2.71 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
2.77 Maintain turnaround on right.
Spread 10 tons of 1” crushed clean aggregate across turnaround.
End reconditioning of FR 3261 and begin reconstruction of FR 3261 as described.
End spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Reconstruction Section Begins
2.77 Begin reconstruction of FR 3261 with a double ditch section having a 20 foot clearing width, 14 foot subgrade width and a 12 foot base width. Clear 10 feet left and right of current road prism to obtain a 20 foot clearing.
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Begin realignment of road as staked and flagged.
2.78 Reshape A-A type outlet ditch right.
2.81 Construct B type dip.
Place 10 tons of 4”-6” crushed clean aggregate in dip.
Construct B-B type outlet ditch right.
Description of Work
2.85 Reshape B-B type outlet ditch left.
2.91 Construct B-B type outlet ditch left.
Reshape B-B type outlet ditch right.
2.92 Reshape B-B type outlet ditch right.
2.95 Construct A-A type outlet ditch left.
Reshape A-A type outlet ditch right.
Construct turnout left.
Spread 10 tons of 1” clean crushed aggregate over turnout.
2.99 Construct A-A type outlet ditch right.
Reshape B-B type outlet ditch left..
3.06 Reshape B-B type outlet ditch left.
3.08 Construct A-A type outlet ditch right.
3.10 Reshape B-B type outlet ditch left.
3.15 Construct B-B type outlet ditch left.
Reshape B-B type outlet ditch right.
3.17 Maintain turnout left.
Spread 10 tons of 1” clean crushed aggregate on turnout Discontinue ditching on left side of road to protect the root base of White Oak tree on left.
3.18 Milepost 3.18 = Station 0+00
Begin double ditch section as flagged and staked. Clear 10 feet left and right of centerline to obtain a 20 feet clearing width, 14 feet subgrade and 12 feet base width.
Continue spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
STATION DESCRIPTION OF WORK
0+00 Construct A-A type outlet ditch left.
0+50 Construct turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
2+30 Construct B-B type outlet ditches left and right.
4+00 Construct B-B type outlet ditches left and right.
5+40 Construct A type dip.
Place 10 tons of 4”-6” crushed clean aggregate in dip.
Construct B-B type outlet ditch left.
10+00 Construct A-A type outlet ditches left and right.
12+00 Construct turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
14+00 Construct A-A type outlet ditches left and right.
16+00 Construct A-A type outlet ditches left and right.
18+25 End reconstruction of FR 3261.
Intersect with asphalt on FR 3270.
Description of Work
FR 3261 C Windes Creek
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 3261 C. Maintain present road prism.
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
0.06 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
0.17 Clean A-A type outlet ditches left and right.
0.25 Clean B-B type outlet ditches left and right.
0.31 Clean A-A type outlet ditch right.
0.32 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.40 Clean A-A type outlet ditches left and right.
0.48 Clean B-B type outlet ditches left and right.
0.55 Clean B-B type outlet ditches left and right.
0.60 Clean A-A type outlet ditches left and right.
0.69 Clean A-A type outlet ditches left and right.
0.70 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.74 Clean A-A type outlet ditches left and right.
0.83 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.87 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.99 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
1.05 Clean A-A type outlet ditches left and right.
1.09 Clean and Maintain B type dip.
Description of Work
Clean B-B type outlet ditch right.
1.20 Clean B-B type outlet ditches left and right.
1.26 Maintain turnaround on left..
Spread 10 tons of 1” crushed clean aggregate across turnaround.
1.28 End reconditioning of FR 3261 C.
Description of Work
FR 3261 F Spur F
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 3261 F. Maintain present road prism.
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
0.02 Clean A-A type outlet ditch right.
0.06 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.08 Clean A-A type outlet ditches left and right.
0.14 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.18 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.22 Clean A-A type outlet ditch left.
0.27 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
0.32 Clean A-A type outlet ditch right.
0.33 Clean A-A type outlet ditch left.
0.39 Clean A-A type outlet ditches left and right.
0.48 Clean A-A type outlet ditches left and right.
0.55 Clean B-B type outlet ditch right.
0.56 Clean A-A type outlet ditches left and right.
0.64 Clean B-B type outlet ditches left and right.
0.71 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.74 Clean B-B type outlet ditches left and right.
0.82 Clean B-B type outlet ditches left and right.
Description of Work
0.88 Clean A-A type outlet ditch right.
0.91 Clean A-A type outlet ditch right.
0.97 Clean B-B type outlet ditches left and right.
0.99 Clean A-A type outlet ditch left.
1.04 Clean A-A type outlet ditch left.
1.05 Maintain turnaround on left..
Spread 10 tons of 1” crushed clean aggregate across turnaround.
1.06 End reconditioning of FR 3261 F.
Description of Work
FR 4097 Patty Hollow
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 4097. Maintain present road prism.
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
0.09 Clean A-A type outlet ditches left and right.
0.18 Clean A-A type outlet ditch right.
0.21 Clean B-B type outlet ditches left and right.
0.27 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.35 Clean A-A type outlet ditch left.
0.37 Clean A-A type outlet ditch right.
0.38 Clean A-A type outlet ditch left.
0.42 Entrance to FR 4097 B on right.
0.43 Clean A-A type outlet ditches left and right.
0.47 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.55 Clean A-A type outlet ditches left and right.
0.63 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.71 Clean A-A type outlet ditch right.
0.72 Clean A-A type outlet ditch left.
0.75 Clean A-A type outlet ditch right.
0.78 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.80 Clean B-B type outlet ditches left and right.
0.93 Clean B-B type outlet ditches left and right.
0.95 Maintain turnout on left.
0.98 Entrance to FR 4097A left.
1.02 Clean B-B type outlet ditches left and right.
1.14 Clean A-A type outlet ditch right.
1.18 Clean B-B type outlet ditch left.
1.23 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
1.27 Clean A-A type outlet ditch right.
1.30 Clean A-A type outlet ditch left.
1.35 Clean B-B type outlet ditches left and right.
1.39 Clean A-A type outlet ditches left and right.
1.47 Clean B-B type outlet ditches left and right.
1.56 Clean A-A type outlet ditches left and right.
1.64 Clean B-B type outlet ditches left and right.
1.70 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
1.78 Clean B-B type outlet ditches left and right.
1.90 Clean B-B type outlet ditches left and right.
1.95 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
2.04 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
2.07 Clean A-A type outlet ditch left.
2.08 Clean A-A type outlet ditch right.
2.13 Clean A-A type outlet ditches left and right.
2.17 Clean B-B type outlet ditches left and right.
2.25 Clean A-A type outlet ditches left and right.
2.33 Clean B-B type outlet ditches left and right.
2.46 Clean A-A type outlet ditches left and right.
2.50 Clean B-B type outlet ditches left and right.
2.56 Clean B-B type outlet ditches left and right.
2.62 Maintain turnaround on left..
Spread 10 tons of 1” crushed clean aggregate across turnaround.
2.63 End reconditioning of FR 4097.
Description of Work
FR 4097 A Patty Hollow Spur
STATION DESCRIPTION OF WORK
0+00 Begin reconditioning of FR 4097 A. Maintain present road prism.( Flatbladed )
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
1+00 End Flatblade section and begin double ditch section.
3+17 Construct A-A type outlet ditches left and right.
6+85 Construct B-B type outlet ditches left and right.
Begin clearing 10 foot on each side of road center line as flagged and staked.
9+25 Construct B type dip.
Place 10 tons of 4”- 6”crushed clean aggregate in dip.
Construct B-B type outlet ditch left.
13+15 Clean B-B type outlet ditches left and right.
13+85 Begin clearing on right as flagged and staked.
14+85 Clean A-A type outlet ditches left and right.
Discontinue ditching.
15+10 Construct turnaround on left..
Spread 10 tons of 1” crushed clean aggregate across turnaround.
16+00 End reconditioning of FR 4097A.
Description of Work
FR 4261 Grassy Pond
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 4261. Maintain present road prism.
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
0.04 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.12 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.19 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.26 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.30 Small sinkhole on left.
0.34 Clean B-Btype outlet ditch left.
0.44 Clean B-B type outlet ditches left and right.
0.48 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.54 Clean B-B type outlet ditches left and right.
0.60 Clean B-B type outlet ditches left and right.
0.65 Clean B-B type outlet ditches left and right.
0.70 Maintain “T” type turnaround.
Spread 10 tons of 1” clean crushed aggregate on turnaround.
Ensure turning radius are cover with aggregate.
Tram – Line Item 2
Description of Work
FR 4248 Bull Camp Hollow
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconstruction of FR 4248 with a 24 foot clearing width, 18 foot subgrade width and a 16 foot base width.
Begin spreading 1” crushed clean aggregate at a width of 16 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and reconstruct all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
0.02 Clean A-A type outlet ditches left and right.
0.04 Remove 11” pine on right to widen road.
0.07 Construct A-A type outlet ditches left and right.
0.09 Remove 13” pine tree on left and 10” pine tree on right to widen road.
0.10 Remove 13” pine tree on left to widen road.
0.11 Constrct B-B type outlet ditches left and right.
0.16 Remove 13” pine tree on left to widen road.
Construct A-A type outlet ditch left.
0.18 Construct A-A type outlet ditch right.
0.19 Begin clearing on left side of road to obtain a 24 foot clear width.
0.23 Clean A-A type outlet ditch right.
0.29 Construct A-A type outlet ditch right.
0.33 Construct A-A type outlet ditch left.
0.34 Construct A-A type outlet ditch right.
0.36 Construct B-B type outlet ditches left and right.
0.37 Construct A-A type outlet ditches left and right.
0.41 Construct A-A type outlet ditch left.
0.42 End clearing on left side of road and begin clearing 12 feet on each side of road centerline.
0.45 Construct A-A type outlet ditch left.
End clearing 12 feet on each side of road centerline.
Clear pine trees on left to obtain 24 foot clearing width and to straighten road.
Begin clearing on left side of road to obtain a 24 foot clearing width.
Description of Work
0.48 Construct B type dip. (20 feet long, 24 feet wide)
Place 18 tons of 4”- 6” crushed clean aggregate in dip.
Construct B-B type outlet ditch left.
0.49 End clearin on left side of road and begin clearin 12 foot on each side of road centerline.
0.51 Construct A-A type outlet ditch left.
0.53 Delete A-A type outlet ditch left.
0.54 Construct A-A type outlet ditch left.
0.58 Construct A-A type outlet ditch right into old road.
Clean A-A type outlet ditch left.
0.60 Construct A-A type outlet ditch left.
End clearing 12 foot each side of road centerline and begin clearing on right side of road to obtain a
24 foot clearing width.
0.64 Construct A-A type outlet ditch right.
0.71 Construct B type dip. (20 feet long, 24 feet wide)
Place 18 tons of 4”- 6” crushed clean aggregate in dip.
Construct B-B type outlet ditch right.
0.73 End clearing on right side of the road and begin clearing on left side of road to obtain a
24 foot clearing width and to straighten road.
0.76 Construct B-B type outlet ditches left and right.
0.78 Constrcct turnout on left.
Spread 10 tons of 1” clean crusdhed aggregate on turnout.
0.82 Construct B type dip. (20 feet long, 24 feet wide)
Place 18 tons of 4”- 6” crushed clean aggregate in dip.
Construct B-B type outlet ditch right.
End clearing on left side of road and begin clearing on right side of road to straignten road.
0.84 Construct A-A type outlet ditch right.
0.89 Entrance to FR 4261 on right.
0.90 End spreading 1” crushed clean aggregate at a width of 16 feet and a depth of 2”.
End reconstruction of FR 4248.
Description of Work
FR 4249 Edmundson Pond
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 4249 at the intersection of FR 3169 and Highway DD.
Begin spreading 1” crushed clean aggregate at a width of 16 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlet ditches and cut ditches along roadway for a finished depth of no less than 1 foot. Clean any outlet ditches that may not appear in the Description of Work.
0.01 Begin double ditch with a 16 foot driving width.
0.03 Clean B-B type outlet ditches left and right.
0.16 Clean A-A type outlet ditches left and right.
0.21 Clean A-A type outlet ditch left.
0.26 Clean B-B type outlet ditches left and right.
0.27 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.33 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.37 Clean A-A type outlet ditch left.
0.41 Maintain B type dip.
Clean B-B type outlet ditch right.
0.45 Clean A-A type outlet ditch left.
0.53 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate across turnout.
Clean A-A type outlet ditches left and right.
0.58 Clean A-A type outlet ditch right.
0.60 Clean A-A type outlet ditch left.
0.69 Clean A-A type outlet ditches left and right.
0.76 Clean B-B type outlet ditches left and right.
0.78 Clean A-A type outlet ditch right.
0.80 Maintain turnout on left.
0.84 Clean A-A type outlet ditches left and right.
0.85 Maintain turnout on right.
0.91 Clean A-A type outlet ditch left.
0.92 Clean A-A type outlet ditch right.
0.97 Maintain B type dip.
Clean B-B type outlet ditch right.
1.03 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
1.04 Clean B-B type outlet ditches left and right.
1.08 Clean A-A type outlet ditches left and right.
1.13 Clean A-A type outlet ditches left and right.
1.19 Clean A-A type outlet ditches left and right.
1.23 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
1.27 Maintain B type dip.
Clean B-B type outlet ditch left.
1.38 Maintain B type dip.
Clean B-B type outlet ditch leftt.
1.39 Intersect FR 3169.
End reconditioning of FR 4249.
End spreading 1” crushed clean aggregate at a width of 16 feet and a depth of 2”.
| Bid Item 1, Line Item 1 Guardian - DOW |
| FR 3261 F Spur F |
| FR 4097 Patty Hollow |
Bid Item 1, Line Item 2 Optional - Tram - DOW
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