0120S160003_A002_Atch1_Schedule_B.pdf

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Attached to
Forest Roads and Trail Maintenance and Construction Federal contract opportunity
Solicitation number
AG-0120-S-16-0003
Issued by
Department of Agriculture Forest Service R10-Alaska Region

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AG-0120-S-16-0003 Amendment 002 attachment 2 replacement schedule of items.

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Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 1 of 8

B.2 Schedule of Items Seward/Glacier Ranger District

Seward/Glacier Schedule of Items Sheet 1

Item No.

Description (Items 1-20 Subject to Service

Contract Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

SG_1 81101A, Blading Roads with Compaction A MILE $__________ $__________ $__________ $__________

SG_2 81101B, Blading Roads with Compaction B MILE $__________ $__________ $__________ $__________

SG_3

81301, Spot Surfacing, Government-Furnished Material, Compaction B

CU

YD $__________ $__________ $__________ $__________

Assume 20 mile round trip haul, 100 cubic yard total volume, 3 inch compacted thickness

SG_4

81301A, Spot Surfacing, Contractor-Furnished Material, Gradation F, Compaction B

CU

YD $__________ $__________ $__________ $__________

Assume 60 mile round trip haul, 100 cubic yard total volume, 3 inch compacted thickness

SG_5

83401, Clean and Recondition Culverts 24 inch Diameter and Under

EACH $__________ $__________ $__________ $__________

SG_6

83402, Clean and Recondition Culverts Over 24 inch through 48 inch Diameter

EACH $__________ $__________ $__________ $__________

SG_7 83403, Clean and Recondition Culverts Over 48 inch Diameter EACH $__________ $__________ $__________ $__________

SG_8 83404, Clean Ditches MILE $__________ $__________ $__________ $__________

SG_9 84201, Remove Roadway Vegetation MILE $__________ $__________ $__________ $__________

SG_10 62501, Seeding, dry method, without mulch ACRE $__________ $__________ $__________ $__________

SG_11 86101, Resurface Bridge Surface SQ FT $__________ $__________ $__________ $__________

Assume existing surface is 40-foot by 16-foot, decked with 3x12 Fir planks, fastened with 3/8”x8” timber spikes spaced at 24” O.C.

SG_12 20478, Unclassified Borrow, production and stockpile

CU

YD $__________ $__________ $__________ $__________

Assume material is in an existing pit, stripped of overburden and is a 6-inch-minus alluvial deposit of sandy gravel

Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 2 of 8

Seward/Glacier Schedule of Items Sheet 1 (cont’d)

Item No.

Description (Items 1-20 Subject to Service

Contract Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

SG_13

30103, Crushed aggregate, type base, grading C, production and stockpile

TON $__________ $__________ $__________ $__________

Assume parent material is in existing stripped pit and meets Gradation A requirements from Table 703-2. Pit location is near Moose Pass, AK.

SG_14 20103, Clearing and Grubbing ACRE $__________ $__________ $__________ $__________

- NOTE UNIT CHANGE –

Vegetation is mature black spruce and birch timber with light underbrush

SG_15 20401, Roadway Excavation CU

YD $__________ $__________ $__________ $__________ - ITEM DELETED –

SG_16

20404, Unclassified Borrow, Compaction Method (D), Finishing Method (A)

CU

YD $__________ $__________ $__________ $__________ Assume 20 mile round trip haul, 100 cubic yard total volume

SG_17 25101, Placed Riprap Class 3-6 CU YD $__________ $__________ $__________ $__________ Assume 20 mile round trip haul, 100 cubic yard total volume

SG_18 83201, Haul and Place Slide and Slough Material

CU

YD $__________ $__________ $__________ $__________ Assume 20 mile round trip haul, 100 cubic yard total volume

SG_19 83203, Sidecast Slide and Slough Material

CU

YD $__________ $__________ $__________ $__________ Assume 50 cubic yard slough on roadway from cut-slope failure

SG_20 85104, Danger Tree Removal EACH $__________ $__________ $__________ $__________ Assume work is required on a Forest Road near Moose Pass, AK.

Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 3 of 8

Seward/Glacier Schedule of Items Sheet 2

Item No.

Description (Items 21-43 Subject to Davis

Bacon Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

SG_21

57103, Prefabricated Steel Bridge Superstructure - design, fabricate, deliver and install

EACH $__________ $__________ $__________ $__________

Assume 40-foot total length, 16-foot width structure similar to Mohawk

Metals EZ Bridge or Big R Vehicular Modular Bridge with wood deck and standard railing system. Site location is near Hope, Alaska.

SG_22

57106, Bridge Substructure, Treated Timber, supply and install

EACH $__________ $__________ $__________ $__________

Assume 6-inch by 24-inch by 16-foot glulam panel on 6-inch depth of compacted Aggregate Base with

Grading D SG_23 83305, Waterbar Installation EACH $__________ $__________ $__________ $__________ - ITEM DELETED -

SG_24 83301A-18, 18 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________

Assume all culvert replacements are on open roads, 60 feet in length, under 3 feet of fill, no flowing water present

SG_25 83301A-24, 24 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_26 83301A-36, 36 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_27 83301A-48, 48 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_28 83301A-60, 60 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_29 83301B-18, 18 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_30 83301B-24, 24 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_31 83301B-36, 36 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_32 83301B-48, 48 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 4 of 8

Seward/Glacier Schedule of Items Sheet 2 (cont’d)

Item No.

Description (Items 21-43 Subject to Davis

Bacon Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

SG_33 83301B-60, 60 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_34 83302, Culvert Removal, 18” through 36” diameter pipe EACH $__________ $__________ $__________ $__________ Assume same as 83301A above

SG_35 83303, Culvert Removal, 48” diameter and larger EACH $__________ $__________ $__________ $__________ Assume 60-inch diameter, 60-foot length, on an open road

SG_36 80701, Wheel Loader HOUR $__________ $__________ $__________ $__________

SG_37 80702, Excavator HOUR $__________ $__________ $__________ $__________

SG_38 80703, Backhoe Loader HOUR $__________ $__________ $__________ $__________

SG_39 80704, Grader HOUR $__________ $__________ $__________ $__________

SG_40 80705, Dump Truck HOUR $__________ $__________ $__________ $__________

SG_41 80706, Brush Cutter HOUR $__________ $__________ $__________ $__________

SG_42 80707, Roller HOUR $__________ $__________ $__________ $__________

SG_43 62301, General Laborer HOUR $__________ $__________ $__________ $__________

Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 5 of 8

B.3 Schedule of Items Cordova Ranger District

Cordova Schedule of Items Sheet 1

Item No.

Description (Items 1-20 Subject to Service

Contract Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

C_1 81101A, Blading Roads with Compaction A MILE $__________ $__________ $__________ $__________

C_2 81101B, Blading Roads with Compaction B MILE $__________ $__________ $__________ $__________

C_3 81301, Spot Surfacing, Government-Furnished Material, Compaction B

CU

YD $__________ $__________ $__________ $__________

Assume 20 mile round trip haul, 100 cubic yard total volume, 3 inch compacted thickness

C_4 81301A, Spot Surfacing, Contractor-Furnished Material, Gradation F, Compaction B

CU

YD $__________ $__________ $__________ $__________

Assume 60 mile round trip haul, 100 cubic yard total volume, 3 inch compacted thickness

C_5 83401, Clean and Recondition Culverts 24 inch Diameter and Under

EACH $__________ $__________ $__________ $__________

C_6 83402, Clean and Recondition Culverts Over 24 inch through 48 inch Diameter

EACH $__________ $__________ $__________ $__________

C_7 83403, Clean and Recondition Culverts Over 48 inch Diameter EACH $__________ $__________ $__________ $__________

SG_8 83404, Clean Ditches MILE $__________ $__________ $__________ $__________

C_9 84201, Remove Roadway Vegetation MILE $__________ $__________ $__________ $__________

C_10 62501, Seeding, dry method, without mulch ACRE $__________ $__________ $__________ $__________

C_11 86101, Resurface Bridge Surface SQ FT $__________ $__________ $__________ $__________

Assume existing surface is 40-foot by 16-foot, decked with 3x12 Fir planks, fastened with 3/8”x8” timber spikes spaced at 24” O.C.

C_12 20478, Unclassified Borrow, production and stockpile

CU

YD $__________ $__________ $__________ $__________

Assume material is in an existing pit, stripped of overburden and is a 6-inch-minus alluvial deposit of sandy gravel

Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 6 of 8

Cordova Schedule of Items Sheet 1 (cont’d)

Item No.

Description (Items 1-20 Subject to Service

Contract Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

C_13 30103, Crushed aggregate, type base, grading C, production and stockpile

TON $__________ $__________ $__________ $__________ - ITEM DELETED -

C_14 20103, Clearing and Grubbing ACRE $__________ $__________ $__________ $__________

- NOTE CHANGE IN UNIT –

Vegetation is mature black spruce and birch timber with light underbrush

C_15 20401, Roadway Excavation CU

YD $__________ $__________ $__________ $__________ - ITEM DELETED –

C_16 20404, Unclassified Borrow, Compaction Method (D), Finishing Method (A)

CU

YD $__________ $__________ $__________ $__________ Assume 20 mile round trip haul, 100 cubic yard total volume

C_17 25101, Placed Riprap Class 3-6 CU YD $__________ $__________ $__________ $__________ Assume 20 mile round trip haul, 100 cubic yard total volume

C_18 83201, Haul and Place Slide and Slough Material

CU

YD $__________ $__________ $__________ $__________ Assume 20 mile round trip haul, 100 cubic yard total volume

C_19 83203, Sidecast Slide and Slough Material

CU

YD $__________ $__________ $__________ $__________ Assume 50 cubic yard slough on roadway from cut-slope failure

C_20 85104, Danger Tree Removal EACH $__________ $__________ $__________ $__________ Assume work is required on a Forest Road near Cordova Airport.

Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 7 of 8

Cordova Schedule of Items Sheet 2

Item No.

Description (Items 21-43 Subject to Davis

Bacon Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

C_21 57103, Prefabricated Steel Bridge Superstructure - design, fabricate, deliver and install

EACH $__________ $__________ $__________ $__________

Assume 40-foot total length, 16-foot width structure similar to Mohawk

Metals EZ Bridge or Big R Vehicular Modular Bridge with wood deck and standard railing system. Site location is near Cordova Airport.

C_22 57106, Bridge Substructure, Treated Timber EACH $__________ $__________ $__________ $__________

Assume 6-inch by 24-inch by 16-foot glulam panel on 6-inch depth of compacted Aggregate Base with

Grading D

C_23 83305, Waterbar Installation EACH $__________ $__________ $__________ $__________ - ITEM DELETED -

C_24 83301A-18, 18 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________

Assume all culvert replacements are on open roads, 60 feet in length, under 3 feet of fill, no flowing water present

C_25 83301A-24, 24 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_26 83301A-36, 36 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_27 83301A-48, 48 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_28 83301A-60, 60 Inch Culvert Pipe, Contractor Furnish & Install LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_29 83301B-18, 18 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_30 83301B-24, 24 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_31 83301B-36, 36 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_32 83301B-48, 48 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

Schedule of Items (Amendment 2 Revision) AG-0120-S-16-0003 Page 8 of 8

Cordova Schedule of Items Sheet 2 (cont’d)

Item No.

Description (Items 21-43 Subject to Davis

Bacon Act) Unit Base Period

Unit Price Option Yr 1 Unit Price

Option Yr 2 Unit Price

Option Yr 3 Unit Price Additional Assumptions

C_33 83301B-60, 60 Inch Culvert Pipe, Government Furnished LN FT $__________ $__________ $__________ $__________ Assume same as 83301A above

C_34 83302, Culvert Removal, 18” through 36” diameter pipe EACH $__________ $__________ $__________ $__________ Assume same as 83301A above

C_35 83303, Culvert Removal, 48” diameter and larger EACH $__________ $__________ $__________ $__________ Assume 60-inch diameter, 60-foot length, on an open road

C_36 80701, Wheel Loader HOUR $__________ $__________ $__________ $__________

C_37 80702, Excavator HOUR $__________ $__________ $__________ $__________

C_38 80703, Backhoe Loader HOUR $__________ $__________ $__________ $__________

C_39 80704, Grader HOUR $__________ $__________ $__________ $__________

C_40 80705, Dump Truck HOUR $__________ $__________ $__________ $__________

C_41 80706, Brush Cutter HOUR $__________ $__________ $__________ $__________

C_42 80707, Roller HOUR $__________ $__________ $__________ $__________

C_43 62301, General Laborer HOUR $__________ $__________ $__________ $__________

B.2 Schedule of Items Seward/Glacier Ranger District
B.3 Schedule of Items Cordova Ranger District

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