Schedule-of-Items-Amendment-1.pdf

PART I - THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS – AMENDMENT 1 – JULY 20, 2010

TUPSO PASS ROAD #41 DRAINAGE UPGRADES

Darrington Ranger District

Snohomish County, Washington

BASE ITEM

PAY ESTIMATED UNIT AMOUNT

PAY ITEM DESCRIPTION UNIT QUANTITY PRICE BID

15101 Mobilization L.S. 1 $_________ $ __________

15201 Construction Survey and L.S. 1 $ _________ $ __________ Staking, tolerance +/- 0.16’ Vertical & Horizontal

15205 Bridge Survey & Staking, L.S. 1 $_________ $ __________ Tolerance +/- 0.03’ Vertical & Horizontal

15401 Contractor Materials Testing L.S. 1 $_________ $ __________

20103 Clearing, Brushing, & Grubbing Mile 6.7 $_________ $__________

20301A Removal Culverts 12”-24”, Each 55 $_________ $ __________

Aluminum, Steel, or Plastic

20301B Removal Culverts 36”-48”, Each 31 $_________ $ __________

Steel & Plastic

20301C Removal Culverts 60”-84”, Each 6 $_________ $ __________

Steel

20319 Drainage Excavation, Type– Mile 1 $_________ $ __________

Roadway In-sloping 4%

20401A Drainage Excavation, Drainage Each 80 $_________ $ __________ Dips, Type 1 Commercial Rock Source (See Work List and Project Plans)

20401B Drainage Excavation, Drainage Each 5 $_________ $ __________ Dips, Type 3 (See Work List and Project Plans)

20404 Unclassified Borrow, 24” minus, C.Y. 1834 $_________ $ __________

Compaction Method “E”

20407 Select Borrow, 3” minus, (Well C.Y. 1146 $_________ $ __________

Graded), Compaction Method “E”

BASE ITEM (continued)

20415 Unsuitable Excavation C.Y. 1281 $_________ $ __________

20801 Structure Excavation, C.Y. 3000 $_________ $ __________

Major Structures

20803 Structural Backfill, C.Y. 315 $_________ $ __________

Major Structures

20950 Pipe Bedding C.Y. 114 $_________ $ __________

20951 Pipe Backfill C.Y. 160 $_________ $ __________

25101 Placed Riprap, Class Not applicable C.Y. 18 $_________ $ __________

Salvaged from Existing Site & Replace

25102B Placed Riprap, Class 4 C.Y. 69 $_________ $ __________

25102C Placed Riprap, Class 5 C.Y. 11 $_________ $ __________

25102D Placed Riprap, Class 7 Ton 697 $_________ $ __________

25501A Mechanically Stabilized Earth Sq Yd 252 $_________ $ __________

Wall, 1:1Slope

25501B Mechanically Stabilized Earth Sq Yd 57 $_________ $ __________

Wall, Vertical Slope

30115 Aggregate Surface Course, Ton 496 $_________ $ __________

11/4” minus, Compaction Method C, (Commercial Source)

30322 Road Reconditioning – Make L.S. 1 $_________ $ __________ Road Accessible for Equipment

(FSR 4120)

30326 Road Reconditioning Mile 8.4 $_________ $ __________

55201 Structural Concrete Class A (AE), C.Y. 70 $_________ $ __________ Design Strength 3500 PSI

55401 Reinforcing Steel #5 lb 2140 $_________ $ __________

60207 End Section, 24’ Span 12’ rise EA 2 $_________ $ __________ Pipe Arch

60211A 60 Inch Polymer Coated Foot 55 $_________ $ __________ Corrugated Steel Pipe, 2 2/3” x 1/2” Corrugation 0.168" Thickness

60274B 24 Inch High Density Polyethylene Foot 25 $_________ $ __________ Outlet Pipe with Smooth Interior and Annular Exterior

60274C 36 Inch High Density Polyethylene Foot 20 $_________ $ __________ Outlet Flume with Smooth Interior and Annular Exterior

60275A 18 Inch High Density Polyethylene Foot 30 $_________ $ __________ Outlet Pipe with Smooth Interior and Annular Exterior, Compaction Method B

60275B 24 Inch High Density Polyethylene Foot 210 $_________ $ __________ Outlet Pipe with Smooth Interior and Annular Exterior, Compaction Method B

60275C 36 inch High Density Polyethylene Foot 180 $_________ $ __________ Outlet Pipe with Smooth Interior and Annular Exterior, Compaction Method B

60275D 48 Inch High Density Polyethylene Foot 75 $_________ $ __________ Outlet Pipe with Smooth Interior and Annular Exterior, Compaction Method B

60304 24’ Span, 12’ Rise, Structural Plate Foot 48.4 $_________ $ __________ Arch, 0.188” Thickness 6” x 2” Corrugations

60404 Catch Basin Each 7 $_________ $ __________

60501 Underdrain System Foot 165 $_________ $ __________

60502 Gate Removal, Use for Each 1 $_________ $ __________ Pay Item 61902

61902 Gate, See “Project Plans” Each 1 $_________ $ __________ Sheet 21 (Salvage from

FSR 4120)

62201A Equipment Rental ‐ Excavator‐ Hour 30 $_________ $ __________

25' reach Min. w/Thumb

62201B Equipment Rental – Dump Hour 30 $_________ $ __________

Truck, 10 C.Y. Minimum

62519 Turf Establishment Acre 0.65 $_________ $ __________

TOTAL BASE ITEM: $___________

OPTION ITEM A: FSR 4120 ‐ MP 0.00 to 4.00

32201 Excavation – Road Surface C.Y. 2500 $_________ $ __________

Stripping & Placement, (See Work List)

TOTAL OPTION ITEM A: $___________