C04 Attachment 2 - SOI Red Canyon.xls
XLS spreadsheet 47 KB Posted
- Solicitation number
- 1240LT26Q0082
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items (SOI) pricing template for the Red Canyon Corridor Paving project on the Ashley National Forest, Flaming Gorge Ranger District. The solicitation is issued as Request for Quotation (RFQ) number 1240LT26Q0082 by the Department of Agriculture Forest Service and is set-aside for small business concerns under the $45 Million size standard using NAICS code 237310. The project consists of a Base Item covering Forest Road 095 Red Canyon paving work and an Optional Item for Greens Lake Campground reconstruction in Daggett County, Utah.
The Base Item 0001 includes 23 line items totaling approximately 34,000 square yards of work, encompassing mobilization, construction staking, removal of existing structures, geotextile installation, barrier rock placement, crushed aggregate base course (3,100 cubic yards), full depth reclamation (34,000 square yards), asphalt concrete pavement (3,000 cubic yards), precast concrete curb stops, minor concrete work, multiple culvert installations (ranging from 18" to 36" diameter plus a precast concrete box culvert), regulatory signage, and permanent pavement markings. Optional Item 0002 for Greens Lake Campground includes 18 line items with approximately 7,400 square yards of geotextile, roadway obliteration, aggregate pathways and base course (1,325 cubic yards), full depth reclamation (7,400 square yards), asphalt concrete pavement (700 cubic yards), precast concrete wheel stops, minor concrete dumpster pads, 18" culvert installation, cattleguard installation, regulatory signage, and permanent pavement markings. Contractors must submit unit prices for all items; unit prices govern in case of calculation errors, and one award will be made from this solicitation.
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Text version
SOI Red Canyon
SCHEDULE OF ITEMS
RED CANYON CORRIDOR PAVING
FLAMING GORGE RANGER DISTRICT
ASHLEY NATIONAL FOREST
| Base Item 0001 (Red Canyon Road) | |||||||||||||||||||||||||||||||||||||||||||||||||
| Item Number | Spec Number | Description | Method of Measurement | Unit | Quantity | Unit Price | Total Amount | Spec Number | Description | Method of Measurement | Unit | Quantity | Unit Price | Total Amount | Item Number | Spec Number | Description | Method of Measurement | Unit | Quantity | Unit Price | Total Amount | Item Number | Spec Number | Description | Method of Measurement | Unit | Quantity | Unit Price | Total Amount | Item Number | Spec Number | Description | Method of Measurement | Unit | Quantity | Unit Price | Total Amount | Item Number | Spec Number | Description | Method of Measurement | Unit | Quantity | Unit Price | Total Amount | Item Number | Spec Number | Description |
| 0001AA | 151.01 | Mobilization | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AB | 152.01 | Construction Staking | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AC | 203.01 | Removal of Structures and Obstructions - Existing Culverts and Concrete Dumpster Pad | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AD | 207.01 | Geotextile Installation | CQ | SY | 1600 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AE | 251.01 | Barrier Rock Installation - Rocks Found On Site | CQ | EA | 37 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AF | 301.01 | Crushed Aggregate - Gradation D - 3-6" of base course | CQ | CY | 3100 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AG | 303.08O1 | Roadway Reconditioning - Clean Cattleguards - FSSS | AQ | EA | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AH | 304.01 | Full Depth Reclamation | CQ | SY | 34000 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AI | 401.01 | Asphalt Concrete Pavement - 3" Compacted Depth - Includes Roadway and Pathway | CQ | CY | 3000 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AJ | 609.01A | Precast Concrete Elements - Curb Stops - 6' | AQ | EA | 10 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AK | 609.01B | Precast Concrete Elements - Curb Stops - 8' | AQ | EA | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AL | 601.01 | Minor Concrete - Cast in place dumpster pad | CQ | SY | 23 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AM | 602.01A | 28" x 20" Pipe Arch Culvert | AQ | LF | 120 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AN | 602.01B | 18" Culvert | AQ | LF | 20 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AO | 602.01C | 36" Culvert - Live Stream | AQ | LF | 60 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AP | 602.01D | 8' x 3' x 48' Precast Concrete Box Culvert with Wingwalls | AQ | EA | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AQ | 607.01 | Clean Existing Culvert | AQ | EA | 6 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AR | 633.01 | Regulatory Sign Installation | AQ | EA | 11 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AS | 634.01A | Permanent Pavement Markings - Type C - Line Striping for Parking Stalls - Double Application - White - Glass Beads - 4 inch - Approx. 570 LF | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AT | 634.01B | Permanent Pavement Markings - Type C- Accessible Parking Stall - Double Application - White | AQ | EA | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AU | 634.01C | Permanent Pavement Markings - Type C - "NO PARKING" area with hatch - Double Application - White - 12" Tall | AQ | EA | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AV | 634.01D | Permanent Pavement Markings - Directional Arrows - Double Application - White | AQ | EA | 4 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AW | 635.01 | Temporary Traffic Control | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0001AX | 221100 | Installation of 4 Inch Schedule 40 Galvanized Water Sleeves with Capped Ends (Supplemental) | CQ | LF | 120 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| TOTAL BASE ITEM 0001 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||||||||
| Optional Item 0002 (Greens Lake Campground) | |||||||||||||||||||||||||||||||||||||||||||||||||
| Item Number | Spec Number | Description | Method of Measurement | Unit | Quantity | Unit Price | Total Amount | ||||||||||||||||||||||||||||||||||||||||||
| 0002AA | 152.01 | Construction Staking | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AB | 203.01 | Removal of Structures and Obstructions - Removal and Disposal of Existing Culverts, Cattleguard, and Concrete Dumpster Pads | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AC | 204.12 | Ditches - Construct | CQ | LF | 110 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AD | 207.01 | Geotextile Installation | CQ | SY | 7400 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AE | 211.01 | Roadway Obliteration - Method 1 | CQ | SY | 1400 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AF | 251.01 | Barrier Rock Installation - Includes Haul and Placement - 36" min diameter - Class 7 | AQ | EA | 37 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AG | 301.01A | Untreated Aggregate Surface Course Grading G - Aggregate pathways | CQ | CY | 25 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AH | 301.01B | Crushed Aggregate - Gradation D - 3" of base course | CQ | CY | 1300.00 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AI | 304.04 | Full Depth Reclamation | CQ | SY | 7400 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AJ | 401.01 | Asphalt Concrete Pavement - 3" Compacted Depth - Includes Roadway and Spurs | CQ | CY | 700 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AK | 609.01A | Precast Concrete Elements - Wheel Stops - 6' | AQ | EA | 20 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AL | 609.01B | Precast Concrete Elements - Wheel Stops - 8' | AQ | EA | 18 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AM | 601.01 | Minor Concrete - Cast in place dumpster pads | CQ | SY | 70 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AN | 602.01B | 18" Culvert | AQ | LF | 60 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AO | 619.08 | Install Cattleguard - 24' Wide | AQ | EA | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AP | 633.01 | Regulatory Sign Installation | AQ | EA | 8 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AQ | 634.01A | Permanent Pavement Markings - Type C - Line Striping for Parking Stalls - Double Application - White - Glass Beads - 4 inch - Approx. 440 LF | LSQ | LS | 1 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AR | 634.01B | Permanent Pavement markings - Type C- Accessible Parking Stall - Double Application - White - Glass Beads | AQ | EA | 3 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| 0002AS | 634.01C | Permanent Pavement Markings - Directional Arrows - Double Application - White - Glass Beads | AQ | EA | 10 | $ - 0 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||
| TOTAL OPTION ITEM 0002 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||||||||
| TOTAL BASE ITEM + OPTION ITEM | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||||||||
| Designated Method of Measurement: | |||||||||||||||||||||||||||||||||||||||||||||||||
| LSQ - lump sum quantities, AQ - Actual Quantities, CQ - Contract Quantities | |||||||||||||||||||||||||||||||||||||||||||||||||
| NOTE 1: Contractor input Unit Prices | |||||||||||||||||||||||||||||||||||||||||||||||||
| NOTE 2: Auto Calculated Values | |||||||||||||||||||||||||||||||||||||||||||||||||
| NOTE 3: One award will be made from this solicitation. Contractor's must submit pricing for all items. In the event of an error in extending the proposed prices, unit prices will govern, unless otherwise determined by the Contracting Officer, in accordance with applicable regulations. The Government reserves the right to make award for quantities less than those stated on the Schedule of Items. | |||||||||||||||||||||||||||||||||||||||||||||||||
| NOTE 4: Submission of the SOI represents the Contractors commitment to the data herein. It is the responsibility of the Contractor to verify that all values presented in the SOI, including auto-calculated cells, accurately represent the Contractor's intended price elements. The Government shall not be held liable for any errors in calculation or pricing data. | |||||||||||||||||||||||||||||||||||||||||||||||||
| NOTE 5: Payment for bond premiums in accordance with AGAR Clause 452.232-71, Progress Payments for Commercial Construction Contracts, shall not be in addition to the contract price, but may be included under Mobilization. | |||||||||||||||||||||||||||||||||||||||||||||||||
| QUOTER NAME: | |||||||||||||||||||||||||||||||||||||||||||||||||
| SAM UEI #: | |||||||||||||||||||||||||||||||||||||||||||||||||
| DATE: |
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