Tupso Road 41 Drawings 2.pdf

Pay Item Description Unit Quantity 15101 Mobilization L.S. 1 15201 Construction survey and staking, tolerance: ±0.16' vertical & horizantal L.S. 1 15205 Bridge Survey & Staking, tolerance: ±0.03' vertical & horizantal L.S. 1 15401 Contractor Materials Testing L.S. 1 20301A Removal culverts 12"-24" Aluminum, Steel, or Plasitic Each 27 20301B Removal culverts 36" -48" Steel & Plastic Each 3 20301C Removal culverts 60"- 84" Steel Each 1 20404 Unclassified Borrow, 24" minus, compaction method E C.Y. 2660 20407 Select Borrow, 3" minus, compaction method E C.Y. 1146 20415 Unsuitable Excavation C.Y. 2381 20801 Structure excavation, Major Structures C.Y. 3000 20803 Structural backfill, Major Structures C.Y. 315 20950 Pipe bedding C.Y. 303 20951 Pipe backfill C.Y. 473 25101 Placed riprap, class: Not Applicable, Salvaged from existing site & replace C.Y. 183 25102B Placed riprap, class 4 C.Y. 139 25102C Placed riprap, class 5 C.Y. 42 25102D Placed riprap, class 7 (Commercial Source) Ton 955 25501A Mechanically stabilized earth wall, 1:1 Slope Sq. Y. 252 25501B Mechanically stabilized earth wall, Vertical Slope Sq. Y. 57 30115 Aggregate surface course, 1 1/4" minus, compaction method C, (Commercial Source) Ton 837 30326 Road reconditioning Mile 8.4 55201 Structural concrete class A (AE), Design strength 3500 PSI C.Y. 70 55401A Reinforcing Steel #4 Lb 843 55401B Reinforcing Steel #5 Lb 1508 60207 End Section, 24' span 12' rise pipe arch Each 2 60211A 60 Inch Polymer coated corrugated steel pipe, 2 2/3" x 1/2" corrugation, 0.168" thickness Foot 55 60211B 72 Inch Polymer coated corrugated steel pipe, 2 2/3" x 1/2" corrugation, 0.168" thickness Foot 40 60274B 24 Inch high density polyethylene outlet pipe with smooth interior and annular exterior Foot 25 60274C 36" High Density Polyethylene outlet flume with smooth interior and annular exterior Foot 20 60275A 18 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B Foot 105 60275B 24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B Foot 455 60275C 36 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B Foot 650 60275D 48 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B Foot 205 60304 24' span, 12' rise, structural plate arch, 0.188" Thickness, 6" x 2" Corrugations Foot 48.4 60404 Catch basin Each 7 60501 Underdrain system Foot 165 61902 Gate, See "Project Plans" sheet 21 Each 1 62519 Turf establishment Acre 1.88

20301B Removal culverts 36" -48" Steel & Plastic Each 1 20407 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 62519 Turf establishment Acre 0.05

20301C Removal culverts 60"- 84" Steel Each 1 20407 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

20301A Removal culverts 12"-24" Aluminum, Steel, or Plastic Eac h

20407 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

62519 Turf establishment Acre 0.05

Option Item A MP 4.504

Option Item B MP 5.143

Option Item C MP 5.381