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Amendment 2
AG-0355-S-09-0004
May 7, 2009
Custer National Forest, Beartooth Ranger District
Recovery – FY09 Cascade West Fork Rock Creek Road #2071 Phases III & IV Road Reconstruction
PART I—THE SCHEDULE
SECTION B--SUPPLIES OR SERVICES AND PRICES
SCHEDULE OF ITEMS
RECOVERY - FY09 Cascade West Fork Rock Creek Road #2071
Phases III and IV Road Reconstruction
Custer National Forest, Beartooth Ranger District
PHASE 3 BASE BID
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| 15100.1 |
| Mobilization |
| LSQ |
| LS |
| ALL |
| XXXXXXXXXXXXXXXXXXXXX |
| 15200 |
| Construction Surveying and Staking |
| LSQ |
| LS |
| ALL |
| XXXXXXXXXXXXXXXXXXXXX |
| 00113.1 |
| Equipment Rental (Type Excavator) |
| AQ |
| HR |
| 40 |
| 00113.2 |
| Equipment Rental (Type End Dump Truck) |
| AQ |
| HR |
| 16 |
| 00205 |
| Blasting, Individual Rocks |
| AQ |
| EA |
| 30 |
| 02010.1 |
| Clearing and Grubbing |
| DQ |
| AC |
| 5.7 |
| 2010.2 |
| Removal of Individual Trees |
| AQ |
| EA |
| 1000 |
| 02110 |
| Roadway Obliteration, Method 1 |
| DQ |
| AC |
| 0.3 |
| 02120 |
| Road Grading |
| DQ |
| Mi |
| 5.5 |
| 02220.1 |
| Excavation and Embankment, Compaction Method 3, Construction Tolerance Class C, Finishing Method B |
| DQ |
| CY |
| 11281 |
| 02220.2 |
| Waste Rock |
| DQ |
| CY |
| 1015 |
| 02228.1 |
| 21" x 15" CMPA Galvanized 16 Gauge Steel (45 culverts) |
| AQ |
| LF |
| 1494 |
| 02228.2 |
| 28" x 20" CMPA Galvanized 16 Gauge Steel (7 culverts) |
| AQ |
| LF |
| 260 |
| 02228.3 |
| 49" x 33" CMPA Galvanized 14 Gauge Steel (1 culverts) |
| AQ |
| LF |
| 44 |
| 02228.4 |
| 57" x 38" CMPA Galvanized 14 Gauge Steel (2 culverts) |
| AQ |
| LF |
| 90 |
| 02228.5 |
| 81" x 59" CMPA Galvanized 12 Gauge Steel (1 culverts) |
| AQ |
| LF |
| 54 |
| 2239.3 |
| Grade Sags |
| AQ |
| EA |
| 5 |
| 02240.1 |
| Roadway Aggregate, Roller Compaction |
| DQ |
| CY |
| 4153 |
| 02240.2 |
| Culvert Pipe Bedding/Aggregate (5 cy per culvert) |
| DQ |
| CY |
| 285 |
| 02240.3 |
| Roadway Fill, Imported |
| AQ |
| CY |
| 100 |
| 02510 |
| Riprap (Collected Along Road) |
| AQ |
| CY |
| 100 |
| 02725.1 |
| Temporary Traffic Control |
| LSQ |
| LS |
| ALL |
| XXXXXXXXXXXXXXXXXXXXX |
| 02725.2 |
| Remove and Reset Signs |
| AQ |
| EA |
| 7 |
| 02725.3 |
| Roadway Gate |
| AQ |
| EA |
| 1 |
| 02851 |
| Install Straw Wattles, 20 linear feet per culvert and as shown on the drawings |
| AQ |
| LF |
| 4450 |
| 0625.1 |
| Seeding, Hydraulic Method |
| DQ |
| ACRE |
| 6 |
| 0625.2 |
| Mulching, Hydraulic Method |
| DQ |
| ACRE |
| 6 |
TOTAL BASE BID
PHASE 3 ADDITIVE ITEM #1
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| 02240.2 |
| Roadway Aggregate, Roller Compaction 2" Aggregate Additional (Sta 0+00 - 169+06.3) |
| DQ |
| CY |
| 1910 |
TOTAL ADDITIVE #1
PHASE 3 ADDITIVE ITEM #2
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| 02240.3 |
| Roadway Aggregate, Roller Compaction 2" Aggregate Additional (Sta 169+06.3 - 289+20) |
| DQ |
| CY |
| 1303 |
TOTAL ADDITIVE #2
PHASE 4 BASE BID
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| 15101 |
| Mobilization |
| LSQ |
| LS |
| 1 |
| XXXXXXXXXXXXXXXXXXXXX |
| 15211 |
| Construction Surveying and Staking, Method I Precision B |
| DQ |
| MI |
| 2.9 |
| 15401 |
| Contractor Testing |
| LSQ |
| LS |
| 1 |
| XXXXXXXXXXXXXXXXXXXXX |
| 15703 |
| Silt Fence |
| AQ |
| FT |
| 4655 |
| 20101 |
| Clearing and Grubbing |
| DQ |
| AC |
| 16.9 |
| 20301 |
| Removal - Existing Signs |
| AQ |
| EA |
| 19 |
| 20301 |
| Removal - Metal Pipe Gate |
| AQ |
| EA |
| 1 |
| 20401 |
| Roadway Excavation, Compaction Method C, Construction Tolerance A |
| DQ |
| CY |
| 12668 |
| 20412 |
| Waste - Rock |
| AQ |
| CY |
| 400 |
| 20502 |
| Individual Blasting Type Controlled |
| AQ |
| EA |
| 15 |
| 25507 |
| Mechanically Stabilized Earth Wall - Excavation |
| AQ |
| CY |
| 12400 |
| 25508 |
| Mechanically Stabilized Earth Wall - Select Backfill |
| AQ |
| CY |
| 11500 |
| 25509 |
| Mechanically Stabilized Earth Wall - Gabion Basket Placement |
| AQ |
| SF |
| 2400 |
| 30103 |
| Aggregate Base, grading E |
| DQ |
| CY |
| 15215 |
| 30111 |
| Aggregate Surface Course |
| DQ |
| CY |
| 126 |
| 40301 |
| Hot Asphalt Concrete Pavement Class B, Gradation B |
| AQ |
| TON |
| 7758 |
| 41101 |
| Prime Coat-Grade MC-70 |
| AQ |
| TON |
| 118 |
| 41304 |
| Asphalt Pavement Milling, 100 ft taper to 3 in depth at bridge ends |
| LSQ |
| LS |
| 1 |
| 55705 |
| Bridge Repair |
| LSQ |
| LS |
| ALL |
| XXXXXXXXXXXXXXXXXXXXX |
| 60202-15 |
| 21 in span, 15 in rise Pipe Arch Culvert 16 Gauge Steel |
| AQ |
| LF |
| 1208 |
| 60202-20 |
| 28 in span, 20 in rise Pipe Arch Culvert 16 Gauge Steel |
| AQ |
| LF |
| 324 |
| 60202-24 |
| 35 in span, 24 in rise Pipe Arch Culvert 14 Gauge Steel |
| AQ |
| LF |
| 92 |
| 60701 |
| Removing Culvert |
| AQ |
| LF |
| 864 |
| 61701 |
| Guardrail system G4, type IV, class A |
| AQ |
| LF |
| 237.5 |
| 61702 |
| Flared Terminal Section - ET Plus |
| AQ |
| EA |
| 1 |
| 61702 |
| Terminal Section - W Beam One Way Departure |
| AQ |
| EA |
| 1 |
| 61702 |
| USFS Standard W Beam Bridge Approach Section |
| AQ |
| EA |
| 4 |
| 61708 |
| Modified Thrie-Beam Metal Guardrail |
| AQ |
| LF |
| 800 |
| 61709 |
| Thrie-Beam to W Beam Reducer Section |
| AQ |
| EA |
| 2 |
| 61902 |
| Gate, Metal Pipe |
| AQ |
| EA |
| 1 |
| 62504 |
| Seeding,Hydraulic Method |
| DQ |
| SU |
| 68 |
| 62509 |
| Mulching, Hydraulic Method |
| DQ |
| SU |
| 68 |
| 63301 |
| Furnishing and Installing Signs |
| AQ |
| EA |
| 22 |
| 63308 |
| Removing and Resetting Signs |
| AQ |
| EA |
| 2 |
| 63404a |
| Pavement Markings Type D |
| DQ |
| MI |
| 11.52 |
| 63501 |
| Temporary Traffic Control |
| LSQ |
| LS |
| ALL |
| XXXXXXXXXXXXXXXXXXXXX |
TOTAL BASE BID
Designated Method of Measurement:
DQ - Designed Quantity; AQ - Actual Quantity; LSQ - Lump Sum Quantity lf - linear foot; cy - cubic yard; sf - square foot; ac - acre; ls - lump sum; su - slurry unit gal - gallon; mi – mile
PHASE 4 SEAL AND COVER ADDITIVE ITEM #3
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| 40901a |
| Surface Treatment Aggregates, Designation 1C |
| AQ |
| TON |
| 505 |
| 40904a |
| Emulsified Asphalt, Grade CRS-2 |
| AQ |
| TON |
| 43 |
TOTAL ADDITIVE #3
PHASE 4 FROM SKI RUN ROAD TO SILVER RUN TRAIL ITEM #4
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| Item Number |
| Description |
| Method of Measure |
| Pay Unit |
| Estimated Quantity |
| Unit Price |
| Total |
| 40901b |
| Surface Treatment Aggregates, Designation 1C |
| AQ |
| TON |
| 310 |
| 40904b |
| Emulsified Asphalt, Grade CRS-2 |
| AQ |
| TON |
| 26 |
| 63404b |
| Pavement Markings Type D |
| DQ |
| MI |
| 6.8 |
TOTAL ADDITIVE #4
EA - Each
CQ - Contract Quantities
| BIDDER'S PRINTED NAME |
| DATE |
AQ - Actual quantities
LSQ - Lump sum quantities
LF - Linear Foot
CY - Cubic Yard
DQ - Design Quantities
SF - Square foot
AC - Acre
SU - Slurry Unit
Gal - Gallon
Mi - Mile
BASIS OF AWARD: One contract will be awarded to the responsive and responsible bidder offering the best value to the Government. The Bidder must bid on all items. Only unit prices to the nearest $0.01 will be accepted. Where extended unit prices do not agree with totals or subtotals shown by the Bidder, the unit price governs except as provided under Federal Acquisition Regulations (FAR) 14.406, Mistakes in Bids.
