10-12_Work_Description 5500110.pdf
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- Attached to
- RECOVERY--TINKHAM AREA ROAD MAINTENANCE
- Solicitation number
- AG-0489-S-10-0195
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Attachment 6 10-12_Work_Description 5500110
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Text version
Sheet Total Sheets
ESTIMATED
MILE POST DESCRIPTION OF WORK PAY ITEM QUANTITY
Road # 5500110, TINKHAM SPUR
0+00 BEGIN PROJECT
Jct. with road #5500000 at M.P. 1.70.
Begin roadside brushing (Heavy), Typical D - 3. 20350B 0.98 Mile
(Other heavy equuipment & mower)
Begin road reconditioning,compaction method C, Typical D - 3. 30322D 0.98 Mile
(Other heavy equipment & grading)
8+00 Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each
8+80 End constructing Drivable Rocked Drainage Dip.
Begin insloping road 5%, no ditch. Indirect cost to pay item 30318C.
13+90 End Insloping.
Power Line access road at left.
14+40 Begin outsloping road @ 5%, no ditch, Indirect cost to pay item 30318C.
16+25 Construct lead-off ditch on the right. See Typical D-1. 20419C 15 Foot
17+36 Edge of Creek Channel.
Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each
18+07 Edge of creek channel.
End crossing stablization.
End outsloping.
21+65 Back on old railroad grade.
Construct a 1D, 2W ditch across grade on left for drainage. 20419A 35 Foot
See Typical D
22+71 Existing 18-Inch culvert.
Clean inlet and reconstruct catchbasin. 60710 1 Each
24+95 Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each
25+45 Remove slide from ditchline. 20415 13 CY
Reconstruct 1D, 2W ditchline. See Typical D 20419A 20 Foot
27+92 Existing 18-Inch culvert.
Clean inlet and reconstruct catchbasin. 60710 1 Each
Bevel Inlet by cutting. 20356A 1 Each
29+40 Begin Constructing a 1D, 2W ditch on left, See Typical D 20419A 380 Foot
29+61 Power line access road on left.
Continue 2' wide flat-bottom ditch across intersection.
WORK DESCRIPTION
ARRA DEFERRED MAINTENANCE - TINKHAM AREA ROAD REPAIRS
ESTIMATED
MILE POST DESCRIPTION OF WORK PAY ITEM QUANTITY
Road # 5500110, TINKHAM SPUR (CONT.)
30+86 Power line access road on right.
33+20 End ditch on left.
33+42 Existing 36-Inch culvert.
Remove 4 feet from outlet by cutting. 20356A 1 Each
33+71 Begin Insloping @ 5%, no ditch. Indirect cost to pay item 30308C
35+70 End Insloping
35+79 Existing 18-Ich culvert.
Clean inlet and reconstruct catchbasin. 60710 1 Each
35+90 Begin Insloping @ 5%, no ditch. Indirect cost to pay item 30308C
37+00 End Insloping
37+08 Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each
37+25 Begin Insloping @ 5%, no ditch. Indirect cost to pay item 30308C
42+50 Power line access road on right.
Build up outer half of road with borrow material, as directed by the 20407 20 CY
Engineering Representative (ER).
43+60 End Insloping
43+95 Edge of Creek Channel.
Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each
44+23 Edge of creek channel.
End crossing stablization.
44+43 Begin Insloping @ 5%, no ditch. Indirect cost to pay item 30308C
45+90 End Insloping
46+00 Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each
46+20 Begin Insloping @ 5%, no ditch. Indirect cost to pay item 30308C
46+94 Power line access road on right.
47+60 End Insloping Begin Insloping @ 5%, no ditch. Indirect cost to pay item 30308C
ESTIMATED
MILE POST DESCRIPTION OF WORK PAY ITEM QUANTITY
Road # 5500110, TINKHAM SPUR (CONT.)
49+44 Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each with Lead-off ditch, Typical D-1 20419C 15 Foot
51+50 End Insloping
51+72 Construct Driveable Rocked Drainage Dip. See Details Sheet 26. 20420B 1 Each with Lead-off ditch, Typical D-1 20419C 15 Foot
End roadside brushing (Heavy).
End road reconditioning,compaction method C.
END PROJECT
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