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RECOVERY—TINKHAM AREA ROAD MAINTENENCE
PART I—THE SCHEDULE
SECTION B
SUPPLIES OR SERVICES AND PRICES/COSTS
SCHEDULE OF ITEMS
TINKHAM AREA ROAD MAINTENANCE
DARRINGTON RANGER DISTRICT
SNOHOMISH COUNTY, WASHINGTON
NOTE: If Offeror does not intend to charge for an item, a price of "0" or "NO COST" should be shown. The offeror must price all items. Only prices to the nearest cent will be accepted. If the price is left blank or shown as “No Bid”, the entire Bid will be considered Non-Responsive * Contract Quantity
Snoqualmie Ranger District
Mount Baker-Snoqualmie National Forest
Washington State, King County
SUB-PROJECT: ROAD #5500, TINKHAM (Milepost 0.00 to 5.82)
OFFERER'S BID
ITEM
| NO. |
| DESCRIPTION |
| UNIT |
| QTY. |
| PRICE $ |
| BID $ |
| 20301 |
| Removal of Excavated Culvert |
| Each |
| 1 |
| 20356A |
| Removal of Culvert End by Cutting or Beveling (Metal) |
| Each |
| 2 |
| 20356B |
| Removal of Culvert End by Cutting or Beveling (Plastic) |
| Each |
| 6 |
| 20419B |
| Drainage excavation, type 3-foot wide Flat Bottom Ditch. |
| Foot |
| 55 |
| * |
| 20950 |
| Pipe Bedding (Commercial Source) |
| Cubic Yard |
| 5 |
| * |
| 25101 |
| Placed Riprap, Class 2 |
| Cubic Yard |
| 13 |
| 30322A |
| Road Reconditioning, roadbed, compaction method (b) (scarif- ication,grading, & vibratory roller) |
| Mile |
| 0.11 |
| 30322B |
| Road Reconditioning, roadbed, compaction method (b) (grading, & vibratory roller) |
| Mile |
| 4.12 |
| * |
| 32203 |
| Aggregate base, grading equal to WSDOT mix 1-1/4" minus, dense graded, compaction method A |
| Cubic Yard |
| 5 |
| 60275B |
| 24-Inch polyethylene pipe with smooth interior & annular exterior, compaction method B |
| Foot |
| 40 |
| 60710 |
| Reconditioning drainage structure, Culverts Inlets and/or outlets |
| Each |
| 2 |
| 62201A |
| Medium excavator w/thumb, Hitachi 150 or equivalent |
| Hour |
| 8 |
| 62201A |
| Dump truck, 10 to 12 cubic yard |
| Hour |
| 8 |
| 63390 |
| Install "American Recovery and Reinvestment Act" sign (includeds post) |
| Each |
| 2 |
Total Sub-Project Road #5500
SUB-PROJECT: ROAD #5500101, MCCLELLEN BUTTE (Milepost 0.00 to 0.26)
OFFERER'S BID
| 30322C |
| Road Reconditioning, compaction (a) (grading) |
| Mile |
| 0.26 |
Total Sub-Project Road #5500101
Note:
SUB-PROJECT: ROAD #5500110, TINKHAM SPUR (Milepost 0.00 to 0.98)
OFFERER'S BID
ITEM
| NO. |
| DESCRIPTION |
| UNIT |
| QTY. |
| PRICE $ |
| BID $ |
| 20356A |
| Removal of Culvert End by Cutting or Beveling (Metal) |
| Each |
| 2 |
| * |
| 20407 |
| Select Borrow, Compaction Method C, Finishing Method A. |
| Cubic Yard |
| 20 |
| * |
| 20415 |
| Unsuitable Excavation (with Haul) |
| Cubic Yard |
| 13 |
| 20419A |
| Drainage excavation, type roadway ditch |
| Foot |
| 435 |
| 20419C |
| Drainage excavation, type Outlet Lead-Off Ditch. |
| Foot |
| 45 |
| 20420 |
| Drainage excavation, type Driveable Rocked Drainage Dip. |
| Each |
| 8 |
| 23050B |
| Roadside Brushing (Heavy) |
| Mile |
| 0.98 |
| 30322D |
| Road Reconditioning, roadbed, compaction (a) (other heavy equipment & grading) |
| Mile |
| 0.98 |
| 60710 |
| Reconditioning drainage structure, Culverts Inlets and/or outlets |
| Each |
| 3 |
| 62201A |
| Medium excavator w/thumb, Hitachi 150 or equivalent |
| Hour |
| 8 |
| 62201A |
| Dump truck, 10 to 12 cubic yard |
| Hour |
| 8 |
Note:
| * |
| Contract Quantity |
| Total Sub-Project Road #5500110 |
| SUB-PROJECT: ROAD #9030, TALAPUS LAKE TRAILHEAD (Milepost 0.00 to 0.82) |
| OFFERER'S BID |
ITEM
| NO. |
| DESCRIPTION |
| UNIT |
| QTY. |
| PRICE $ |
| BID $ |
| 20301 |
| Removal of Excavated Culvert |
| Each |
| 6 |
| 20419A |
| Drainage excavation, type roadway ditch |
| Foot |
| 55 |
| 20419C |
| Drainage excavation, type Outlet Lead-Off Ditch. |
| Foot |
| 60 |
| * |
| 20950 |
| Pipe Bedding (Commercial Source) |
| Cubic Yard |
| 36 |
| * |
| 25101 |
| Placed Riprap, Class 2 |
| Cubic Yard |
| 26 |
| 30322C |
| Road Reconditioning, compaction (a) (grading) |
| Mile |
| 0.42 |
| * |
| 32203 |
| Aggregate base, grading equal to WSDOT mix 1-1/4" minus, dense graded, compaction method A |
| Cubic Yard |
| 30 |
| 60275A |
| 18-Inch polyethylene pipe with smooth interior & annular exterior, compaction method B |
| Foot |
| 166 |
| 60275C |
| 36-Inch polyethylene pipe with smooth interior & annular exterior, compaction method B |
| Foot |
| 50 |
| 60710 |
| Reconditioning drainage structure, Culverts Inlets and/or outlets |
| Each |
| 2 |
| 62201A |
| Medium excavator w/thumb, Hitachi 150 or equivalent |
| Hour |
| 8 |
| 62201A |
| Dump truck, 10 to 12 cubic yard |
| Hour |
| 8 |
| 63390 |
| Install "American Recovery and Reinvestment Act" sign (includeds post) |
| Each |
| 1 |
Note:
| * |
| Contract Quantity |
| Total Sub-Project Road #9030 |
| SUB-PROJECT: ROAD #9031, MASON LAKE TRAILHEAD (Milepost 0.00 to 2.19) |
| OFFERER'S BID |
ITEM
| NO. |
| DESCRIPTION |
| UNIT |
| QTY. |
| PRICE $ |
| BID $ |
| 20301 |
| Removal of Excavated Culvert |
| Each |
| 11 |
| 20356A |
| Removal of Culvert End by Cutting or Beveling (Metal) |
| Each |
| 5 |
| 20419A |
| Drainage excavation, type Roadway Ditch |
| Foot |
| 710 |
| 20419C |
| Drainage excavation, type Outlet Lead-Off Ditch. |
| Foot |
| 25 |
| * |
| 20950 |
| Pipe Bedding (Commercial Source) |
| Cubic Yard |
| 72 |
| * |
| 25101 |
| Placed Riprap, Class 2 |
| Cubic Yard |
| 62 |
| 30322C |
| Road Reconditioning, roadbed, compaction (a) (grading) |
| Mile |
| 2.19 |
| * |
| 32203 |
| Aggregate base, grading equal to WSDOT mix 1-1/4" minus, dense graded, compaction method A |
| Cubic Yard |
| 66 |
| 60209 |
| Pipe elbow, 24-Inch Turner Type (Field Cut) |
| Each |
| 1 |
| 60273 |
| Anchor,for Outlet Pipe |
| Each |
| 1 |
| 60274B |
| 24-Inch polyethylene outlet pipe with smooth interior & annular exterior |
| Foot |
| 10 |
| 60275A |
| 18-Inch polyethylene pipe with smooth interior & annular exterior, compaction method B |
| Foot |
| 324 |
| 60275B |
| 24-Inch polyethylene pipe with smooth interior & annular exterior, compaction method B |
| Foot |
| 170 |
| 62201A |
| Medium excavator w/thumb, Hitachi 150 or equivalent |
| Hour |
| 8 |
| 62201A |
| Dump truck, 10 to 12 cubic yard |
| Hour |
| 8 |
| 63390 |
| Install "American Recovery and Reinvestment Act" sign (includeds post) |
| Each |
| 1 |
Note:
| * |
| Contract Quantity |
| Total Sub-Project Road #9031 |
| SUB-PROJECT: ROAD #9034, LOOKOUT POINT (Milepost 0.00 to 0.65) |
| OFFERER'S BID |
| 30322C |
| Road Reconditioning, compaction (a) (grading) |
| Mile |
| 0.65 |
Total Sub-Project Road #9034
SUB-PROJECT: COMMON TO ALL ROADS
OFFERER'S BID
ITEM
| NO. |
| DESCRIPTION |
| UNIT |
| QTY. |
| PRICE $ |
| BID $ |
| 15101 |
| Mobilization |
| Lump Sum |
| All |
Project Summary For Total Bid On All Roads
OFFERER'S BID
Road #5500
Road #5500101
Road #5500110
Road #9030
Road #9031
Road #9034
Mobilization
Total Bid For All Roads: ARRA Deferred Maintenance - Tinkham Area Road Repairs
Name and address of offeror: _________________________________________________
Offeror Email: ____________________________________________________________
Offeror TIN & DUNS # _____________________________________________________ Name and title of person authorized to sign offer: _________________________________
Signature: ______________________________________ Date: ___________________
