solicitation1_3.pdf
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- Solicitation number
- 1264R418Q0008
About this file
Schedule of Items - Revised
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment_1.doc | DOC document | |
| Solicitation.rtf | RTF text file | |
| J1_Crane_Lake_Project_Maps.pdf | ||
| J3_Attch_GovtProvidedTechnicalProposalForms.docx | DOCX document | |
| J2_Wage_Determination.docx | DOCX document |
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Text version
Construction RFQ
1264R418Q0008
Maintenance & Reconstruction of Crane Lake Emergency Dam Access Road & Temporary Boat Ramp
Mark Twain NF –Potosi-Fredericktown RD
Crane Lake Emergency Dam Access Road
Item 002 Road No. F.R. 2113-2 Road Name Corner
Length 0.6 Miles
PAY ITEM
DESCRIPTION
METHOD
OF
MEASURE
PAY
UNIT
QUANTITY UNIT
PRICE
TOTAL
15101 Mobilization CQ L.S. 1 $ $
15219 Establish clearing limits CQ Mile 0.6 $ $
20101 Clearing and Grubbing, Disposal of Material
Tops & Limbs: E
Logs: J
Stumps: J
CQ Acre 1.7 $ $
20490 Roadway Excavation, Placement Method 1
CQ L.S. 1 $ $
20419 Drainage Excavation, Road Ditch Lines
CQ Sta. 14 $ $
20420(A) Drainage Excavation, Type A-A Outlet Ditches
CQ Each 6 $ $
20420(B) Drainage Excavation, Type B-B Outlet Ditches
CQ Each 10 $ $
20420(C) Drainage Excavation, Type A Drainage Dip
CQ Each 4 $ $
20420(D) Drainage Excavation, Type B Drainage Dip
CQ Each 2 $ $
32101
Aggregate Base Grading C
Maximum Size 2"
Grading Sieve %Pass
2” 100
1” 80-100
3/4” 64-94
3/8” 40-69
#4 31-54
#200 4-7
Compaction A
AQ Ton 304 $ $
32105 3” clean Subbase Rock AQ Ton 30 $ $
61902 Farm Gate
14’ 2” Dia.16 guage tube
Type 4-6”x8’ CCA pine or
Oak post 2-6”x6” pine or
Oak brace bar 85’ #9
Gauge wire
AQ Each 1 $ $
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