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Attachment - Quote
Solicitation Number: 1240BJ26Q0011
Project Name: Irving Peak Lodgepole and Ninemile Crossing Construction
Company Name:
UEI Number:
Email:
Telephone Number:
Address:
Is this quote presenting any alternative terms and conditions, alternative line items, or alternative commercial items/services for satisfying the requirements of this solicitation: Yes ☐ No ☐. If yes, please list the details.
Acknowledgement of Solicitation Amendments:
(The quoter acknowledges receipt of amendments to the solicitation -- give number and date of each)
Amendment No.
Date
Factor: Price
| Item |
| Sub-Item |
| Description |
| Measurement |
| Quantity |
| Unit Price |
| Total |
Lodgepole Bridge
| 1 |
| 15101 |
| Mobilization |
| LSQ |
| LS |
| ALL |
| 1 |
| 15201 |
| Construction Survey and Staking, Method 1, Tolerance A |
| LSQ |
| LS |
| ALL |
| 1 |
| 15401 |
| Contractor Testing |
| LSQ |
| LS |
| ALL |
| 1 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| LS |
| ALL |
| 1 |
| 20302 |
| Removal Of Existing Culvert, Disposal Method A |
| AQ |
| EACH |
| 1 |
| 1 |
| 20304 |
| Removal Of Existing Asphalt Concrete Pavement, Disposal Method A |
| CQ |
| SY |
| 560 |
| 1 |
| 20407 |
| Road Excavation |
| CQ |
| CY |
| 400 |
| 1 |
| 20701 |
| Earthwork Geosynthetic, Type 4 Long-Term Erosion Control Blanket |
| CQ |
| SY |
| 1371 |
| 1 |
| 20801A |
| Structure Excavation |
| CQ |
| CY |
| 130 |
| 1 |
| 20801B |
| Channel Excavation |
| CQ |
| CY |
| 2000 |
| 1 |
| 20801C |
| Channel Excavation |
| CQ |
| CY |
| 1510 |
| 1 |
| 20803 |
| Structural Backfill |
| CQ |
| CY |
| 70 |
| 1 |
| 25101 |
| Placed Riprap, Class 4 |
| CQ |
| CY |
| 130 |
| 1 |
| 30202 |
| Aggregate Base, Method 2 |
| CQ |
| TON |
| 115 |
| 1 |
| 30205 |
| Subbase, Method 2 |
| CQ |
| TON |
| 245 |
| 1 |
| 40304 |
| Asphalt Concrete, WSDOT, Type II |
| CQ |
| TON |
| 115 |
| 1 |
| 55201 |
| Structural Concrete, Class A(AE), Pile Cap, End Diaphragm, & Wingwalls |
| CQ |
| CY |
| 23 |
| 1 |
| 55301A |
| Precast, Prestressed Structural Concrete Member, Decked Bulb-Tee |
| AQ |
| EACH |
| 1 |
| 1 |
| 55301B |
| Precast, Prestressed Structural Concrete Member, Decked Bulb-Tee W/ Curb |
| AQ |
| EACH |
| 2 |
| 1 |
| 55401 |
| Reinforcing Steel, Grade 60, Pile Cap, End Diaphragm, & Wingwalls |
| CQ |
| LBS |
| 3100 |
| 1 |
| 56702 |
| Micropile |
| AQ |
| EACH |
| 10 |
| 1 |
| 56703 |
| Micropile Load Verification Test |
| AQ |
| EACH |
| 1 |
| 1 |
| 56704 |
| Micropile Proof Load Test |
| AQ |
| EACH |
| 2 |
| 1 |
| 62552 |
| Seeding & Mulching, Dry Method |
| LSQ |
| LS |
| ALL |
| 1 |
| 63304A |
| Sign, One Lane Bridge Panel, TYPE III, IV, IX, XI, Retroreflective Sheeting |
| AQ |
| EACH |
| 2 |
| 1 |
| 63304B |
| Sign, Speed Hump Panel, Type Iii, Iv, Ix, Xi, Retroreflective Sheeting |
| AQ |
| EACH |
| 2 |
| 1 |
| 63304C |
| Sign, 25 Mph Advisory Speed Panel, Type III, IV, IX, XI, Retroreflective Sheeting |
| AQ |
| EACH |
| 2 |
| 1 |
| 63307 |
| Object Marker, Type 3 |
| AQ |
| EACH |
| 4 |
| 1 |
| 64801 |
| Placed Streambed Simulation Material, Bed Class 2, Method A |
| CQ |
| CY |
| 20 |
| 1 |
| 64803 |
| Placed Channel Rock for Bank Margins and Rock Structures, Class Cr-0, Method A |
| CQ |
| CY |
| 45 |
| 1 |
| 62201 |
| Equipment Rental, Hydraulic Excavator with Thumb |
| AQ |
| HR |
| 64 |
Ninemile Bridge
| 2 |
| 15101 |
| Mobilization |
| LSQ |
| LS |
| ALL |
| 2 |
| 15201 |
| Construction Survey and Staking, Method 1, Tolerance A |
| LSQ |
| LS |
| ALL |
| 2 |
| 15401 |
| Contractor Testing |
| LSQ |
| LS |
| ALL |
| 2 |
| 15713 |
| Soil Erosion & Pollution Control |
| LSQ |
| LS |
| ALL |
| 2 |
| 20302 |
| Removal Of Existing Culvert, Disposal Method A |
| AQ |
| EACH |
| 1 |
| 2 |
| 20304 |
| Removal Of Existing Asphalt Concrete Pavement, Disposal Method A |
| CQ |
| SY |
| 1230 |
| 2 |
| 20407 |
| Road Excavation |
| CQ |
| CY |
| 145 |
| 2 |
| 20801A |
| Structure Excavation |
| CQ |
| CY |
| 100 |
| 2 |
| 20801B |
| Channel Excavation |
| CQ |
| CY |
| 850 |
| 2 |
| 20803 |
| Structural Backfill |
| CQ |
| CY |
| 95 |
| 2 |
| 25101 |
| Placed Riprap, Class 3 |
| CQ |
| CY |
| 145 |
| 2 |
| 27201 |
| Geocell Abutment Stabilization, 6" Depth |
| CQ |
| SY |
| 35 |
| 2 |
| 30202 |
| Aggregate Base, Method 2 |
| CQ |
| TON |
| 225 |
| 2 |
| 30205 |
| Subbase, Method 2 |
| CQ |
| TON |
| 485 |
| 2 |
| 40304 |
| Asphalt Concrete, WSDOT, Type II |
| CQ |
| TON |
| 250 |
| 2 |
| 55220A |
| Precast Concrete Member, Grade Beam |
| AQ |
| EACH |
| 2 |
| 2 |
| 55220B |
| Precast Concrete Member, Wingwall |
| AQ |
| EACH |
| 4 |
| 2 |
| 55301A |
| Precast, Prestressed Concrete Member, 30" Slab, 80' Long |
| AQ |
| EACH |
| 3 |
| 2 |
| 55301B |
| Precast, Prestressed Concrete Member, 30" Slab, 80' Long W/ Curb |
| AQ |
| EACH |
| 2 |
| 2 |
| 60202 |
| 71 Inch Span, 47 Inch Rise, Pipe Culvert, CMP Galvanized Thickness 0.109 Inch Minimum |
| CQ |
| LF |
| 42 |
| 2 |
| 62552 |
| Seeding & Mulching, Dry Method |
| LSQ |
| LS |
| ALL |
| 2 |
| 63304A |
| Sign, 25 Mph Curve Warning Panel, Type III, IV, IX, XI, Retroreflective Sheeting |
| AQ |
| EACH |
| 2 |
| 2 |
| 63304B |
| Sign, One Lane Bridge Panel, Type III, IV, IX, XI, Retroreflective Sheeting |
| AQ |
| EACH |
| 2 |
| 2 |
| 63307 |
| Object Marker, Type 3 |
| AQ |
| EACH |
| 4 |
| 2 |
| 64801 |
| Placed Streambed Simulation Material, Bed Class 2, Method A |
| CQ |
| CY |
| 50 |
| 2 |
| 64803 |
| Placed Channel Rock for Bank Margins and Rock Structures, Class Cr-0 Method A |
| CQ |
| CY |
| 95 |
| 2 |
| 62201 |
| Equipment Rental, Hydraulic Excavator with Thumb |
| AQ |
| HR |
| 16 |
Item 1 - Lodgepole Bridge Total:
Item 2 - Ninemile Bridge Total:
Grand Total:
Factor: Past Experience
Provide information from experience of work performed in the past 5 years that involved trail bridge or road bridge construction. If the Quoter doesn’t have any trail/road bridge projects, then the quoter should submit their three most relevant projects in the last 5 years. The experience should be projects that best demonstrate services that are similar in scope and complexity to the work described in the solicitation. The information provided should include the customer’s name, contract number (if applicable), telephone number, email, performance dates, project value, and a description detailing the project’s scope and complexity. For work performed as a subcontractor, state the work performed and the value of the subcontract in relation to the overall project value.
| Contract/Customer Name, Phone Number/Email, Performance Dates, Value |
| Project Details |
Solicitation Provisions that are not already completed in SAM.gov:
Department of Agriculture Forest Service