J9_Construction_Work_Items.pdf

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CUSTER GALLATIN NATIONAL FOREST - HYALITE LAKE LOOP TRAIL PHASE II
Solicitation number
AG-0398-S-17-0029
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Construction Work Items

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File Type Posted
0029_SF-18_Request_for_Quotation.pdf PDF
J4_Vicinity_Map.pdf PDF
J6_Bridge_Plans.pdf PDF
J3_Signed_Cover_Sheet.pdf PDF
J8_Bridge_Supplemental_Specs.pdf PDF
J5_Standard_Drawings.pdf PDF
AG-0398-S-17-0029_Full_Solicitation.pdf PDF
J7_Supplemental_Specs.pdf PDF

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H y a l i t e L a k e L o o p T r a i l – P h a s e I I H y a l i t e C a n y o n T r a i l # 6 2

W o r k I t e m s

Custer Gallatin National Forest Page 1

Beginning Station

Ending Station

Task Drawing Standard Spec

Special Spec

Pay Item Unit Quantity

48+20 Begin Work on Trail #62

48+20 100+50 Additive #2 – Apply Aggregate Base Surfacing 941-1 941 301

941(02) CY 451

91+75 131+00 Construct 3930 LF of new trail. Includes clearing, grubbing and excavation.

911-1 912-1 912-2

911(02) 912(01)

LF

LF

100+50 146+50 Apply Aggregate Base Surfacing 941-1 941 301

941(02) CY 397

104+15 Install 36” x 26’ Corrugated Metal Culvert with Rock Headwalls

921-01 921 921 921(01)c LF 26

117+15 Install 18” x 20’ Corrugated Metal Culvert with Rock Headwalls

921-01 921 921 921(01)a LF 20

125+75 126+90 Construct 115 LF Turnpike, Rock Retainers 913-2 913 913(01)c LF 115

134+30 Install 18” x 20’ Corrugated Metal Culvert with Rock Headwalls

921-01 921 921 921(01)a LF 20

147+20 147+70 Install Bridge #62-2.78; Glulam Stringer Trail Bridge; Overall size 50’ long x 9’ wide

R1922 260

931(01)d LS 1

150+10 152+20 Construct 210’ long x 5’ high Rock Retaining Wall

935-1 935 914(06)a SF 1050

158+80 210+50 Apply Aggregate Base Surfacing 941-1 941 301

941(02) CY 446

210+50 End Work on Trail #62

Equipment Rental – Hydraulic Excavator with Thumb. Excavator will be used around the beginning of project to cleanup and prep the existing subgrade in preparation to surfacing as well as other minor unspecified work.

990(01) HR 8

W e s t s h o r e T r a i l # 4 3 1

Ending Station

Task Drawing Standard Spec

Special Spec

Pay Item Unit Quantity

0+00 Begin Work on Trail #431

0+00 19+30 Recondition 1930 LF of Trail 915-1 915 915(01)a LF 451

0+00 19+30 Apply Aggregate Base Surfacing 941-1 941 301

941(02) CY 167

26+90 28+20 Construct 130’ long x 4’ high Rock Retaining Wall

935-1 935 914(06)a SF 520

45+20 46+60 Construct 140’ long x 4’ high Rock Retaining Wall

935-1 935 914(06)a SF 560

46+60 End Work on Trail #431

Equipment Rental – Hydraulic Excavator with Thumb. Excavator will be used around the beginning of project to cleanup and prep the existing subgrade in preparation to surfacing as

990(01) HR 4

P a l i s a d e M o u n t a i n F o o t h i l l s T r a i l # 6 7 6

Ending Station

Task Drawing Standard Spec

Special Spec

Pay Item Unit Quantity

0+00 Begin Work on Trail #676

0+00 7+00 Construct 700 LF of new trail. Includes clearing, grubbing and excavation.

911-1 912-1 912-2

911(02) 912(01)

LF

LF

0+00 15+00 Apply Aggregate Base Surfacing 941-1 941 301

941(02) CY 129

7+00 15+00 Recondition 800 LF of Trail 915-1 915 915(01)a LF 800

13+40 Install 18” x 20’ Corrugated Metal Culvert with Rock Headwalls

921-01 921 921 921(01)a LF 20

15+00 End Work on Trail #676

Equipment Rental – Hydraulic Excavator with Thumb. Excavator will be used around the beginning of project to cleanup and prep the existing subgrade in preparation to surfacing as

990(01) HR 4

HyaliteLakeLoop_TR62_WorkItems
HyaliteLakeLoop_TR431_WorkItems
HyaliteLakeLoop_TR676_WorkItems

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