Tupso Road 41 Drawings 5_11andWorklist.pdf

Mile Post Pay Item Description

Pay

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty.

15101 Mobilization Each 1

MP 0.0

to 8.40

30326 Road reconditioning Mile 8.4

MP

3.279

61902 Gate, Permanent, see "Project Plans" Each 1

MP

2.075

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

MP

2.331

25102D Placed riprap, class 7 Ton 8

MP

2.459

20301A Removal culverts 12"-24" Aluminum & Steel Each 1 to 2.484*

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 5

20415 Unsuitable Excavation C.Y. 10

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source) Place 6" lift between

MP2.459 & 2.484

Ton 80

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 30

62519 Turf establishment Acre 0.05

2.484 30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 92

MP

2.597

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 5

20415 Unsuitable Excavation C.Y. 10

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25102B Placed riprap, class 4, Headwall C.Y. 4

25102C Placed riprap, class 5, Splashpad C.Y. 5

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 6

60275A 18 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 30

62519 Turf establishment Acre 0.05

MP

3.099

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 15

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25102B Placed riprap, class 4, Headwall C.Y. 5

25102D Placed riprap, class 7, Splashpad Ton 8

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 30

62519 Turf establishment Acre 0.05

MP

3.699

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 15

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 8

25102B Placed riprap, class 4, Headwall C.Y. 5

25102D Placed riprap, class 7, Splashpad Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 30

62519 Turf establishment Acre 0.05

MP

3.719

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 5

20415 Unsuitable Excavation C.Y. 10

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25102B Placed riprap, class 4, Headwall C.Y. 4

25102D Placed riprap, class 7, Splashpad Ton 20

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 6

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

MP

3.749

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 30

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 6

25102D Placed riprap, class 7, Splashpad Ton 12

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 8

60404 Catch basin Each 1

60274C 36" High Density Polyethylene outlet flume with smooth interior and annular exterior

Foot 20

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 30

62519 Turf establishment Acre 0.05

MP

3.764

25102C Placed riprap, class 5 C.Y. 5

MP

3.943

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 110

MP

4.211

20415 Unsuitable Excavation C.Y. 200

MP

4.485

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

25102B Placed riprap, class 4 C.Y. 15

60404 Catch basin Each 1

MP

4.621

25102C Placed riprap, class 5, Splashpad C.Y. 5

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty.

MP

4.918

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 5

20415 Unsuitable Excavation C.Y. 25

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 6

25102D Placed riprap, class 7, Splashpad, Fill Slope Retainment

Ton 45

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 8

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP 5.21 - 20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

5.237 20301B Removal culverts 36" -48" Steel & Plastic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 50

20415 Unsuitable Excavation C.Y. 200

20950 Pipe bedding C.Y. 15

20951 Pipe backfill C.Y. 30

25102B Placed riprap, class 4 C.Y. 10

25102D Placed riprap, class 7, Headwall, Splashpad, Fill Slope Retainment

Ton 400

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 40

60274B 24 Inch high density polyethylene outlet pipe with smooth interior and annular exterior

Foot 10

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 45

60275D 48 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

MP

5.297

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 7

20415 Unsuitable Excavation C.Y. 25

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 8

25102D Placed riprap, class 7, Splashpad, Fill Slope Retainment

Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 8

60275D 48 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

5.427

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 15

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25102B Placed riprap, class 4, Headwall C.Y. 5

25102D Placed riprap, class 7, Splashpad Ton 8

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275A 18 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

5.445

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 15

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25102B Placed riprap, class 4, Headwall C.Y. 5

25102C Placed riprap, class 5, Splashpad C.Y. 5

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

5.496

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 15

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275A 18 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

MP

5.516

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 25

20415 Unsuitable Excavation C.Y. 40

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 6

25102D Placed riprap, class 7, Splashpad, Fill Slope Retainment

Ton 25

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 45

62519 Turf establishment Acre 0.05

MP

5.761

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 30

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 5

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 8

60404 Catch basin Each 1

60274B 24" High Density Polyethylene outlet pipe with smooth interior and annular exterior

Foot 15

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 55

62519 Turf establishment Acre 0.05

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty.

MP

5.883

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 50

25102C Placed Rip Rap Class 5 C.Y. 6

60501 Underdrain system SEE PROJECT PLANS Foot 165

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 4

MP

5.926

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 25

20415 Unsuitable Excavation C.Y. 40

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 5

25102D Placed riprap, class 7, Splashpad, Fill Slope Retainment

Ton 12

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 50

62519 Turf establishment Acre 0.05

MP

6.129

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 15

20950 Pipe bedding C.Y. 6

20951 Pipe backfill C.Y. 5

25102B Placed riprap, class 4, Headwall C.Y. 5

25102D Placed riprap, class 7, Splashpad Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

MP

6.420

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 145

20415 Unsuitable Excavation C.Y. 180

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 20

25102D Placed riprap, class 7, Splashpad, Fill Slope Retainment

Ton 20

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 15

60275D 48 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 50

62519 Turf establishment Acre 0.05

MP

6.462

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 30

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 6

25102D Placed riprap, class 7, Splashpad Ton 15

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 8

60404 Catch basin Each 1

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 50

62519 Turf establishment Acre 0.05

MP

6.482

20415 Unsuitable Excavation C.Y. 20

25102D Placed riprap, class 7, Fill Slope Retainment Ton 45

MP

6.505

20407 Select Borrow, 3" minus, compaction method E C.Y. 151

20415 Unsuitable Excavation C.Y. 151

25501B Mechanically stabilized earth wall, Vertical Slope Sq. Y. 57

MP

6.525

20301B Removal culverts 36" -48" Steel & Plastic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 200

20415 Unsuitable Excavation C.Y. 150

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

25102D Placed riprap, class 7 Ton 20

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 8

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 75

62519 Turf establishment Acre 0.08

MP

6.584

20301B Removal culverts 36" -48" Steel & Plastic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 85

20415 Unsuitable Excavation C.Y. 100

20950 Pipe bedding C.Y. 13

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 35

25102D Placed riprap, class 7 Ton 12

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60211B 72 Inch Polymer coated corrugated steel pipe, 2 2/3" x 1/2" corrugation, 0.168" thickness

Foot 40

62519 Turf establishment Acre 0.05

MP

6.653

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 25

20415 Unsuitable Excavation C.Y. 40

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 6

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 50

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty.

MP

6.681

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 12

20415 Unsuitable Excavation C.Y. 20

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 10

25102B Placed riprap, class 4, Headwall C.Y. 5

25102D Placed riprap, class 7, Splashpad Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

MP

6.702

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 12

20415 Unsuitable Excavation C.Y. 20

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 10

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 10

25102B Placed riprap, class 4, Headwall C.Y. 5

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 8

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 30

60404 Catch basin Each 1

62519 Turf establishment Acre 0.05

MP

6.749

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 25

20415 Unsuitable Excavation C.Y. 40

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25102B Placed riprap, class 4, Headwall C.Y. 6

25102D Placed riprap, class 7, Splashpad Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

MP

6.862

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 35

20415 Unsuitable Excavation C.Y. 50

20950 Pipe bedding C.Y. 12

20951 Pipe backfill C.Y. 20

25102B Placed riprap, class 4, Headwall C.Y. 6

25102D Placed riprap, class 7, Splashpad Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 60

62519 Turf establishment Acre 0.05

MP 7.10 20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 20

20415 Unsuitable Excavation C.Y. 35

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 10

25102B Placed riprap, class 4, Headwall C.Y. 5

25102D Placed riprap, class 7, Splashpad Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

7.139

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 160

20415 Unsuitable Excavation C.Y. 100

20950 Pipe bedding C.Y. 15

25102D Placed riprap, class 7, Headwall, Splashpad, Fill Slope Retainment

Ton 35

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 18

60211A 60 Inch Polymer coated corrugated steel pipe, 2 2/3" x 1/2" corrugation, 0.168" thickness

Foot 55

62519 Turf establishment Acre 0.05

MP

7.195

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 35

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 20

25102B Placed riprap, class 4, Headwall C.Y. 6

25102D Placed riprap, class 7, Splashpad Ton 10

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

7.247

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 12

20415 Unsuitable Excavation C.Y. 45

20950 Pipe bedding C.Y. 10

20951 Pipe backfill C.Y. 30

25102C Placed riprap, class 4, Headwall C.Y. 8

25102D Placed riprap, class 7, Splashpad Ton 20

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275D 48 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

7.305 20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 20

20415 Unsuitable Excavation C.Y. 55

20950 Pipe bedding C.Y. 20

20951 Pipe backfill C.Y. 30

25102B Placed riprap, class 4, Headwall C.Y. 8

25102D Placed riprap, class 7, Splashpad Ton 20

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 30

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

60404 Catch basin Each 2

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty. Mile Post Pay Item Description

Pay

Unit

Est.

Qty.

7.386 20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 12

20415 Unsuitable Excavation C.Y. 45

20950 Pipe bedding C.Y. 10

20951 Pipe backfill C.Y. 30

25102C Placed riprap, class 4, Headwall C.Y. 8

25102D Placed riprap, class 7, Splashpad Ton 20

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275D 48 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

MP

7.460

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 35

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 20

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

7.591

15201 Construction survey and staking, tolerance: ±0.16' vertical & horizantal

L.S. 1

15205 Bridge Survey & Staking, tolerance: ±0.03' vertical & horizantal - (Footing Staking)

L.S. 1

15401 Contractor Materials Testing L.S. 1

20301C Removal culverts 60"- 84" Steel Each 1

20404 Unclassified Borrow, 24" minus, Compaction Method "E"

20407 Select borrow, 3" Minus, compaction method "E" C.Y. 985

20415 Unsuitable Excavation C.Y. 300

20801 Structure excavation, Major Structures C.Y. 3000

20803 Structural backfill, Major Structures C.Y. 315

25102D Placed riprap, class 7, Inlet headwall Ton 130

25501A Mechanically stabilized earth wall Sq. Y. 252

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 140

55201 Structural concrete class A (AE) C.Y. 70

55401A Reinforcing Steel #4 Lb 843

55401B Reinforcing Steel #5 Lb 1508

60304 24' span, 12' rise, structural plate arch, 0.188" Thickness, 6" x 2" Corrugations

Foot 48.4

60207 End Sections, Pipe Arch - See Project Plans for Measurements

Each 2

62519 Turf establishment Acre 0.1

MP

7.807

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 20

20415 Unsuitable Excavation C.Y. 35

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 10

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 12

60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

7.965

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 10

20415 Unsuitable Excavation C.Y. 35

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 20

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 10

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 35

62519 Turf establishment Acre 0.05

MP

8.241

20301A Removal culverts 12"-24" Aluminum & Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 120

20415 Unsuitable Excavation C.Y. 100

20950 Pipe bedding C.Y. 8

20951 Pipe backfill C.Y. 15

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 15

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 18

60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 40

62519 Turf establishment Acre 0.05

Option Item A

MP

4.504

20301B Removal culverts 36" -48" Steel & Plastic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 200

20415 Unsuitable Excavation C.Y. 115

20950 Pipe bedding C.Y. 15

25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace

C.Y. 50

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 18

60211B 72 Inch Polymer coated corrugated steel pipe, 2 2/3" x 1/2" corrugation, 0.168" thickness

Foot 60

Unit

Est.

Qty.

Option Item B

MP

5.143

20301C Removal culverts 60"- 84" Steel Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 450

20415 Unsuitable Excavation C.Y. 500

20950 Pipe bedding C.Y. 10

25102D Placed riprap, class 7, Headwall, Splashpad, Fill Slope Retainment

Ton 36

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 23

60211C 96 Inch Polymer coated corrugated steel pipe, 2 2/3" x 1/2" corrugation, 0.168" thickness

Foot 75

62519 Turf establishment Acre 0.1

Option Item C

MP

5.381

20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 1

20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 530

20415 Unsuitable Excavation C.Y. 200

20950 Pipe bedding C.Y. 15

20951 Pipe backfill C.Y. 40

25102D Placed riprap, class 7, Splashpad, Fill Slope Retainment

Ton 32

30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source)

Ton 20

60275D 48 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B

Foot 60

FSR 41

Mile Post

Culvert Size

(Inches) Culvert Type Length Slope (%) Skew (˚)

2.459 24 HDPE 30 5 Same

2.597 18 HDPE 30 9 70

3.099 24 HDPE 30 5 90

3.699 36 HDPE 30 5 Same

3.719 24 HDPE 40 5 70

36 HDPE 30 5 90

36 HDPE Outlet Flume 20

4.918 36 HDPE 35 5 Same

5.21 48 HDPE 40 5 Same

24 HDPE 45 5 Same

24 HDPE Outlet Pipe 10

5.297 48 HDPE 35 5 Same

5.427 18 HDPE 35 5 110

5.445 24 HDPE 35 5 Same

5.496 18 HDPE 40 7 Same

5.516 36 HDPE 45 5 Same

24 HDPE 55 15 90

24 HDPE Outlet Pipe 15

5.883 6 Slotted Drain Pipe "Under Drain System" 165 5 See Plans

5.926 36 HDPE 50 8 Same

6.129 24 HDPE 40 5 Same

6.42 48 HDPE 50 5 Same

6.462 36 HDPE 50 7 80

6.525 36 HDPE 75 12 Same

6.584 72

Polymer Coated CMP, 2 2/3" x 1/2"

Corrugations, 0.168" Thickness 40 5 Same

6.653 36 HDPE 50 8 Same

6.681 24 HDPE 40 7 Same

6.702 24 HDPE 30 5 Same

6.749 36 HDPE 40 7 Same

6.862 36 HDPE 60 8 Same

7.1 24 HDPE 40 17.5 Same

7.139 60

Polymer Coated CMP, 2 2/3" x 1/2"

Corrugations, 0.168" Thickness 55 7 Same

7.195 36 HDPE 35 6 Same

7.247 48 HDPE 40 7 Same

36 HDPE 40 7 90

24 HDPE 40 7 Same

3.749

5.237

5.761

7.305

FSR 41

Mile Post

Culvert Size

(Inches) Culvert Type Length Slope (%) Skew (˚)

7.386 48 HDPE 40 7 Same

7.46 36 HDPE 35 5 Same

7.591 24' x 12'

Steel Multi‐Plate Pipe Arch, includes

End Sections 68 12 90

7.807 24 HDPE 35 6 Same

7.965 36 HDPE 35 6 Same

8.241 36 HDPE 40 10 Same

FSR 41

Mile Post

Culvert Size

(Inches) Culvert Type Length Slope (%) Skew (˚)

4.504 72

Polymer Coated CMP, 2 2/3" x 1/2"

Corrugations, 0.168" Thickness 60 4 Same

5.143 96

Polymer Coated CMP, 2 2/3" x 1/2"

Corrugations, 0.168" Thickness 75 5 Same

5.381 48 HDPE 60 20 Same

Work List

FSR #41 Culvert Upgrades & Road Repairs

MP Notes

0.00 Start road reconditioning to MP 8.40. Start road side brushing if Option Item G is awarded.

2.00 Junction FSR 4110, End of asphalt surfacing.

2.075 Clean outlet 18" culvert and reconstruct outlet headwall with splash pad using existing riprap.

2.331 Excavate outlet (buried)18" culvert. Install riprap at outlet (8 tons Class 7)

2.459 Remove existing 24" pipe and install a 24" x 30' HDPE pipe at a depth that meets the culvert typical designs.

2.484 Place 6" of 1 1/4" minus surfacing for 100' each direction (77 Tons), roller compaction, typical for all aggregate.

2.56 Center of switchback right. Rework ditchline (lead‐off ditch) at switchback 100'

2.597 Install a 18" x 30 HDPE

2.73 Blocked spur road on right

2.754 Center of switchback left. Blocked spur road on right.

2.913 Rock pit on right, privately owned. Do not use.

3.012 Concrete barriers on left side of road.

3.099 Replace 18" culvert with a 24" x 30' HDPE at 90 degrees and 1 foot lower at inlet & outlet. Reconstruct ditch, 200' from above and 100' from flatter side. Reuse 2' diam. x6' long downpipe.

3.279 Approx. forest boundary. Install road closure gate. Brushed in spur road to right. Waste Area

3.545 Existing 36" HDPE with 60' long rip rap fill slope. Position reference only.

3.699 Remove 24" culvert and install 36" x 30' HDPE. Construct 3' wide flat‐bottom ditch for 300' ahead.

3.719 Install 24" x 40' HDPE pipe in stream at approx skew of 70 degrees.

3.749 See "Project Plans". Install 36" x 30' HDPE in stream with 20' flume. Construct Catch Basin and ditch dam. Construct 30' overflow ditch to pipe at MP 3.764.

3.764 Existing 36" culvert. Armor inlet, 5 tons class 5.

3.781 Truck turnaround on left.

3.798 Old solid rock pit on right. OK for class 4 & 5 rip rap. Could be waste area (100'x20')

3.916 Existing 48” Culvert to remain

3.943 Scarify and add 110 tons of 1 1/4" minus surfacing over 120' (60' each direction) with 8" over pipe.

4.211 Excavate 200 cubic yards of failure from cut slope and reconstruct ditchline ahead.

4.485 construct 3' wide flat bottomed ditch for 70'. Line with 10 tons Select Borrow. Use 5 tons class 5 riprap for ditch dam and 10 tons class 4 riprap to armor road and ditch to MP 4.504. SEE PLANS

4.504 Option Item A: Remove existing 48" culvert and install 72" x 60' polymer coated cmp. Deep Fill

4.621 Construct splash pad, Class 5 Rip Rap, 5 C.Y.

4.795 Reconstruct ditchline ahead to 18" culvert at MP 4.827

4.918 Install 24" HDPE lower inlet and outlet to provide for minimum fill on top. Reconstruct 50' of inlet ditch.

5.143 Option Item B: Replace 60" culvert with a 96" x 75' polymer coated cmp. Install 12 tons class 7 at inlet and 24 tons class 7 at outlet. Deep fill.

5.21 Replace 36" culvert with a 48" x 40' HDPE. See Project Plans. for MP 5.210, 5.231, and 5.237

5.231 See Project Plans for MP 5.210, 5.231, and 5.237. Excavate Road and bench riprap 130' x 15'. SEE

PLANS

5.237 See Project Plans for MP 5.210, 5.231, and 5.237. Install 35' long pipe with 10' of downpipe.

5.297 Replace 24" culvert with a 48" x 35' HDPE and install 10 tons class 7 at outlet.

5.381 Option Item C: Replace 24" culvert with a 48" x 60' HDPE and install 8 tons class 7 at inlet and 24 tons class 7 at outlet. Deep Fill 16' average.

5.427 Replace 18" culvert with 18" x 35' HDPE with inlet & outlet 1' lower, skew 110 degrees. Construct splash pad with 3 tons class 5 riprap.

5.445 Replace18" culvert with a 24" x 35' HDPE with inlet & outlet 1' lower. Construct splash pad with 5 tons class 5 riprap. Reconstruct 100' of ditch (50' in each direction).

5.485 Existing 24” culvert to remain.

5.496 Remove 18" culvert and install an 18" x 40' HDPE. Install pipe 1' lower at inlet & outlet. Reconstruct ditch 20' in each direction. Salvage riprap from outlet and construct splash pad.

5.516 Replace 18" culvert and install a 36" x 45' HDPE. Install 3' lower at Inlet & Outlet. Rework inlet ditch from both sides (20' total). Armor inlet and outlet: 5 tons class 4 rip rap to inlet and 25 tons class 7 to outlet.

5.662 Existing 72” culvert to remain

5.731 Existing 72" CMP to remain

5.761 Install 24"x40' culvert at 15% slope with 15' of down pipe. Construct inlet catch basin.

5.811 Wide turnout on left, 150'x30'. May be used as a waste area.

5.833 Install 6" x 165' long underdrain pipe + 60 tons of 2" uniform drain rock: Excavate 2' across x 4' down and install 2" layer of drain rock below pipe and T‐connection to cross drain. See Project Plans.

5.884 Rework ditch ahead to MP 5.926

5.926 Replace 18" culvert with 36" x 50' HDPE.

6.069 Junction FSR 4120 on right.

6.088 Existing 18" culvert. Reconstruct ditch ahead to MP 6.129.

6.129 Replace existing 18" culvert with a 24" x 40' HDPE

6.156 Existing 24" culvert to remain

6.224 Existing 24" culvert to remain

6.42 Replace 24" culvert with a 48" x 50' HDPE, salvage existing riprap and add 20 tons Class 7 to outlet.

6.462 Install 36" x 50' HDPE, construct ditch dam and catch basin to prevent stream flowing to MP 6.482

6.482 Existing 18" culvert. Construct Bench 30' long x 10 deep x 5' in and stabilize with 45 Tons class 7 rip rap.

6.505 Construct Vertical slope MSE wall 50' long by 15' down with base 18' wide, Pay Item 25501B

6.525 Replace 36" culvert with a 36" x 75' HDPE. Average fill depth of 9.5'

6.584 Replace 36" culvert with a 72" x 40' polymer coated cmp ‐ installing 2' lower at inlet, elevate road at inlet side and out slope, salvage armor to create splash pad and add additional 12 tons Class 7 armor at outlet.

6.653 Replace 18" culvert with 36" x 50' HDPE. Reuse existing riprap at outlet.

6.681 Replace 18" culvert with a 24" x 40' HDPE.

6.702 Install a 24" x 30' HDPE. Possible buried culvert at this location. If found remove from forest land.

6.717 Existing 24" culvert to remain.

6.749 Replace 18" culvert with a 36" x 40' HDPE. Reconstruct inlet ditch 100'.

6.791 Decommissioned spur on left. Use as waste area 150' long x 15' wide.

6.862 Replace 18" Culvert with a 36" x 60' HDPE.

6.87 Turn around location

6.931 Existing 18" culvert to remain. Reconstruct 150' of inlet ditch

6.987 Existing 9.5' multi‐plate to remain in place.

7.02 Existing 18" culvert with 10' of downpipe to remain.

7.1 Replace 18" culvert with 24" x 40' HDPE. Increase slope to lower outlet 3'.

7.139 Replace 18" culvert with 60" x 55' Polymer Coated CMP. Place 20 tons of class 7 riprap at outlet to stabilize channel. Reconstruct inlet ditch, construct catch basin (15 C.Y. excavation), 15 tons class 7 for inlet.

7.195 Replace 18" culvert with 36" x 35' HDPE.

7.247 Replace 18" culvert with 48" x 40' HDPE

7.305 See Project Plans & Bid Schedule

7.386 Replace 18" culvert with a 48" x 40' HDPE.

7.46 Replace 18" culvert with a 36" x 35' HDPE

7.546 Existing 84" x 125' culvert in deep fill to remain.

7.591 Remove existing 60" culvert. Install a 24' Span, 12' rise Steel multi‐plate arch. Construct 1:1 M.S.E. wall on fill slope. See Project Plans.

7.807 Replace 18" culvert with 24" x 35' HDPE.

7.965 Replace 24" culvert with 36" x 35' HDPE, Reconstruct ditch dam to catch stream and reconstruct lead‐ off ditch.

8.023 Existing 36” culvert to remain

8.107 Existing 24” culvert to remain

8.241 Replace 24" culvert with 36" x 40' HDPE. 9' average fill depth