Attachment_04_-_Bid_Item_2_-_DOW.pdf
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Attachment 04 - Bid Item 2 - Description of Work (DOW)
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BID ITEM #2
Broken Oar – Line Item 1
Description of Work
FR 3278A Dutch Mill Pond
MILEPOST DESCRIPTION OF WORK
0.00 Begin pre-haul maintenance of FR 3278A
Begin spreading 1” crushed clean aggregate at a width of 10 feet and a depth of 2”.
Remove vegetation to open outlet ditches with appropriate construction equipment.
Clean and recondition all outlets and cut ditches no less than 1 foot deep.
0.02 Clean A-A type outlet ditches left and right.
0.06 Clean A-A type outlet ditches left and right.
0.09 Clean A-A type outlet ditches left and right.
0.13 Clean A-A type outlet ditches left and right.
0.19 Clean A-A type outlet ditches left and right.
0.20 Enter power line opening.
0.21 Exit power line clearing.
0.23 Clean A-A type outlet ditches left and right.
0.26 Clean A-A type outlet ditches left and right.
0.28 Maintain turnout left.
Spread 7 tons of 1” crushed clean aggregate over turnout.
0.31 Clean B-B type outlet ditches left and right.
0.36 Clean A-A type outlet ditches left and right.
0.42 Clean A-A type outlet ditches left and right.
0.50 Clean A-A 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.
0.61 Maintain turnaround on right.
Spread 7 tons of 1” crushed clean aggregate on turnaround.
0.62 End prehaul maintenance on FR 3278A
End spreading 1” crushed clean aggregate at a width of 10 feet and a depth of 2”.
Description of Work
FR 3278 B Broken Oar
STATION DESCRIPTION OF WORK
0+00 Begin reconstruction of FR 3278 B as described below and shown on the road typicals.
Construct a double ditch section having a 20 foot clearing width, 14 foot subgrade width and a 12 foot base width. Construct road ditchlines to obtain a 12” deep ditch.
Begin spreading 1”clean crushed aggregate at a width of 12 feet and a depth of 2”.
2+00 Intersect old road. Clear 10 foot on each side of road centerline.
3+50 End clearing 10 foot on each side of road centerline.
Begin realignment of road as flagged and staked.
4+00 Construct A-A type outlet ditches left and right.
6+00 Intersect old road. Clear 10 foot on each side of road centerline.
7+00 End clearing 10 foot on each side of road centerline.
Begin realignment of road as flagged and staked.
8+00 Construct B type Dip.
Place 10 tons of 4”-6” crushed clean aggregate in dip.
Construct B-B type outlet ditch right.
9+50 End double ditch section and begin flatblade section.
End placing 1” clean crushed aggregate at a width of 12 feet and a depth of 2” and begin placing 2” clean crushed aggregate at a width of 12 feet and a depth of 3”.
11+00 North clearing of transmission line.
12+28 South clearing line of transmission line.
GTE buried Fiber Optic line, minimize earth distrubance.
Check with GTE before any work is done here ( 1-800-344-4783 )
12+50 End flatblade section and begin double ditch section.
End spreading of 2” clean crushed aggregate at a width of 12 feet and a depth of 3” and begin placing 1” clean crushed aggregate at a width of 12 feet and a depth of 2”.
13+17 Construct B-B type outlet ditches left and right.
16+00 Intersect old road. Clear 10 foot on each side of road centerline.
17+50 End clearing 10 foot on each side of road centerline.
Begin realignment of road as flagged and staked.
20+50 Construct B-B type outlet ditches left and right.
End double ditch section and begin flatblade section.
Description of Work
21+00 Construct turnaround right.
Spread 10 tons of 1” clean crushed aggregate on turnaround.
21+50 End reconstruction of FR 3278 B End spreading 1” clean crushed aggregate a width of 12’ and a depth of 2”.
Green Mountain – Line Item 2
Description of Work
FR 3169 Q Curvy
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 3169 Q.
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.
0.01 Maintain B type dip.
Clean B-B type outlet ditch right.
0.08 Clean A-A type outlet ditches left and right.
0.15 Clean A-A type outlet ditches left and right.
0.25 Clean B-B type outlet ditches left and right.
0.29 Clean A-A type outlet ditches left and right.
0.46 Clean A-A type outlet ditch left.
Maintain turnaround on right.
Spread 10 tons of 1” crushed clean aggregate over turnaround.
0.51 Clean A-A type outlet ditch right.
0.55 Clean B-B type outlet ditches left and right.
0.58 Clean B-B type outlet ditches left and right.
0.66 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate over turnout.
0.75 Clean B-B type outlet ditches left and right.
0.80 Clean A-A type outlet ditch left.
0.81 Clean A-A type outlet ditch right.
0.87 Clean A-A type outlet ditch right.
0.92 Clean B-B type outlet ditches left and right.
0.98 Clean A-A type outlet ditches left and right.
1.08 Clean B-B type outlet ditches left and right.
1.14 Clean A-A type outlet ditch right.
1.16 Clean B-B type outlet ditch right.
Description of Work
1.19 Clean B-B type outlet ditches left and right.
1.30 Clean B-B type outlet ditch left.
1.32 Clean B-B type outlet ditches left and right.
1.35 Maintain turnaround on right.
Spread 10 tons of 1”crushed clean aggregate over turnaround
1.36 End spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
End reconditioning of FR 3169 Q.
Description of Work
FR 4088 Green Mountain
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconstruction of FR 4088 with a double ditch section having a 20 foot clearing width, 14 foot subgrade width and a 12 foot base width.
Clear 10 foot on each side of exsisting centerline to obtain a 20 foot clearig Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
0.06 Reshape B type dip.
Reconstruct B-B type outlet ditch left.
0.14 Reconstruct B-B type outlet ditch left.
0.17 Reshape B type dip.
Reconstruct B-B type outlet ditch left.
0.21 Reshape B type dip.
Reconstruct B-B type outlet ditch right.
0.34 Reconstruct A-A type outlet ditch right.
0.38 Reshape B type dip.
Reconstruct B-B type outlet ditch left.
0.39 Reconstruct A-A type outlet ditches left and right.
0.41 Reconstruct A-A type outlet ditch left.
0.48 Reconstruct B-B type outlet ditch right.
0.54 Reshape B type dip.
Reconstruct B-B type outlet ditch right.
0.57 Construct A-A type outlet ditches left and right.
0.60 Reconstruct A-A type outlet ditch left.
Construct A-A type outlet ditch right.
0.64 Construct B-B type outlet ditches left and right.
0.66 Remove 8” Pine tree on left to obtain 20 foot clearing width.
0.77 Reshape B type dip.
Reconstruct B-B type outlet ditch right.
0.79 Construct A-A type outlet ditches left and right.
0.86 Reshape B type dip.
Reconstruct B-B type outlet ditch right.
Description of Work
0.92 Reconstruct A-A type outlet ditch left.
0.97 Reshape B type dip.
Reconstruct B-B type outlet ditch left.
1.06 Reconstruct A-A type outlet ditch right.
1.07 Reshape turnaround on right.
Spread 10 tons of 1” crushed clean aggregate over turnaround.
1.09 Keep road to right open.
End reconstruction of FR 4088 and begin reconditioning of FR 4088.
Continue 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.
1.12 Protect aluminun survey monument on right.
1.13 Reshape B type dip.
Clean B-B type outlet ditch right.
1.20 Reshape B type dip.
Clean B-B type outlet ditch left.
1.25 Clean A-A type outlet ditches left and right.
1.31 Clean B-B type outlet ditches left and right.
1.40 Maintain turnout right.
Spread 10 tons of 1” clean crushed aggregate over turnout.
1.51 Clean inlet and outlet of exisiting culvert.
1.57 Maintain T type turnaround.
Spread 10 tons of 1” crushed clean aggregate over turnaround.
End reconditioning of FR 4088.
End spreading 1” crushed clean aggregate a width of 12’ and a depth of 2”.
Description of Work
FR 4113 Lost Hollow
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 4113.
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 A-A type outlet ditches left and right.
0.09 Clean B-B type outlet ditches left and right.
0.16 Clean B-B type outlet ditches left and right.
0.22 Maintain B type dip.
Clean B-B type outlet ditch left.
0.30 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate over turnout.
0.34 Clean A-A type outlet ditch left.
0.38 Clean A-A type outlet ditch right.
0.44 Maintain B type dip.
Clean B-B type outlet ditch right.
0.51 Clean B-B type outlet ditches left and right.
0.56 Clean A-A type outlet ditches left and right.
0.61 Clean A-A type outlet ditch right.
0.70 Clean A-A type outlet ditch left.
0.74 Clean B-B type outlet ditches left and right.
0.79 Clean A-A type outlet ditches left and right.
0.88 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate over turnout.
0.91 Clean A-A type outlet ditch right.
0.95 Clean B-B type outlet ditch left.
0.97 Clean B-B type outlet ditches left and right.
1.01 Clean A-A type outlet ditch right.
1.09 Clean A-A type outlet ditch right.
1.12 Clean A-A type outlet ditch left.
1.14 Clean A-A type outlet ditch right.
1.19 Clean A-A type outlet ditch right.
Clean B-B type outlet ditch left.
1.22 Maintain and clean turnaround on left
Spread 10 tons of 1”crushed clean aggregate over turnaround
1.23 End spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
End reconditioning of FR 4113.
FR 4981 Pine Tree
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 4981.
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.
0.01 Clean A-A type outlet ditch left.
0.06 Clean A-A type outlet ditch left.
0.11 Clean A-A type outlet ditch right.
0.13 Clean A-A type outlet ditch left.
0.17 Clean A-A type outlet ditch right.
0.21 Clean A-A type outlet ditch left.
0.26 Clean B-B type outlet ditches left and right.
0.35 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate over turnout.
0.39 Clean A-A type outlet ditch right.
0.43 Clean A-A type outlet ditch right.
0.44 Clean A-A type outlet ditch left.
0.47 Clean B-B type outlet ditches left and right.
0.51 Clean A-A type outlet ditches left and right.
0.55 Clean A-A type outlet ditch left.
0.58 Maintain turnout on right.
Spread 10 tons of 1” crushed clean aggregate over turnout.
0.63 Clean B-B type outlet ditches left and right.
0.79 Maintain B type dip.
Clean B-B type outlet ditch left.
0.80 Clean A-A type outlet ditch left.
0.83 Clean A-A type outlet ditches left and right.
0.88 Maintain and clean turnaround on right.
Spread 10 tons of 1”crushed clean aggregate over turnaround
0.90 End reconditioning of FR 4981.
End spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Three Steers – Line Item 3
Description of Work
FR 4873 Owenmont
MILEPOST DESCRIPTION OF WORK
0.00 Begin reconditioning of FR 4873. Maintain present road prism.
Begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Maintain entrance widen on right. Spread 10 tons of 1” crushed clean aggregate on entrance widening.
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 A-A type outlet ditches left and right.
0.09 Maintain drainage crossing.
0.11 Clean A-A type outlet ditch left.
0.12 Clean A-A type outlet ditches left and right.
0.13 Clean A-A type outlet ditch right.
0.15 Maintain turnout on left.
Spread 10 tons of 1” crushed clean aggregate across turnout.
0.17 Clean A-A type outlet ditches left and right.
0.19 Clean A-A type outlet ditch left.
0.25 Clean A-A type outlet ditch left.
0.27 Clean and Maintain B type dip.
Clean B-B type outlet ditch left.
0.33 Clean A-A type outlet ditches left and right.
0.35 Maintain turnaround on left.
Spread 10 tons of 1” crushed clean aggregate across turnaround.
0.37 Clean A-A type outlet ditch right.
0.43 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.55 Clean and Maintain A type dip.
Clean B-B type outlet ditch left.
0.59 Clean A-A type outlet ditch left.
0.61 Clean and Maintain B type dip.
Description of Work
Clean B-B type outlet ditch left.
0.66 Clean and Maintain B type dip.
Clean B-B type outlet ditch right.
0.70 Maintain turnaround on right.
Spread 10 tons of 1” crushed clean aggregate across turnaround.
0.72 End reconditioning of FR 4873.
End spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
Description of Work
FR 4994 Bullnomore
STATION DESCRIPTION OF WORK
0+00 Begin reconstruction of FR 4994 with a double ditch section having a 20 foot clearing width, 14 foot subgrade width and a 12 foot base width.
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+00 Construct A-A type outlet ditches left and right.
4+00 Construct A-A type outlet ditches left and right.
7+00 Construct A-A type outlet ditches left and right.
10+00 Construct A-A type outlet ditches left and right.
12+00 Construct A-A type outlet ditches left and right.
15+30 Construct B-B type outlet ditches left and right.
18+00 Construct A-A type outlet ditches left and right.
20+00 Construct A-A type outlet ditches left and right.
21+50 End spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2” and begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 4”.
24+00 Construct B type dip.
Place 10 tons of 4”-6” crushed clean aggregate in dip.
Construct B-B type outlet ditch right.
End spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 4” and begin spreading 1” crushed clean aggregate at a width of 12 feet and a depth of 2”.
26+00 Construct turnout left.
Spread 10 tons of 1” clean crushed aggregate on turnout.
28+85 Construct B-B type outlet ditches left and right.
34+00 Construct A-A type outlet ditches left and right.
36+50 Construct A-A type outlet ditches left and right.
37+00 Construct turnaround right.
Continue ditchline left to drain water from road.
Spread 10 tons of 1” clean crushed aggregate on turnaround.
38+00 End reconstruction of FR 4994.
End spreading 1” crushed clean aggregate a width of 12’ and a depth of 2”
| Bid Item 2, Line Item 1 - Broken Oar - DOW |
| FR 3278A Dutch Mill Pond |
| Bid Item 2, Line Item 2 Green Mountain - DOW |
| FR 3169 Q Curvy |
Bid Item 2, Line Item 3 Three Steers - DOW
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