Amend1_FillableScheduleofItems_Attachment2.xlsx
XLSX spreadsheet 24 KB Posted
- Solicitation number
- 1240LU26Q0012
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a fillable price schedule attachment for a U.S. Forest Service construction solicitation (1240LU26Q0012) for Fairy Lake Phase 2 Road and Recreation Improvements on the Bozeman Ranger District of the Custer Gallatin National Forest. The schedule contains line items organized into four project sections: Main Road and Trailhead Items, Fairy and Cache Creek Area of Potential Effect (AOP) Items, Trail Items, and a Trail Alternative A with Basalt Surfacing Additive. All pricing fields are currently blank, requiring contractors to complete unit prices and calculate totals for each line item.
The Main Road section includes mobilization, site clearing, excavation and embankment work totaling 15,197 cubic yards across three sections plus trailhead and campground areas, aggregate base and surface courses, road reconditioning and stabilization over 10.1 miles, 18-inch to 36-inch diameter pipe culverts, guardrail systems (6,300 linear feet), parking and traffic control fixtures, recreational amenities (picnic tables, vault toilets, bear boxes, fire rings, well drilling and hand pump installation), and timber barriers. The Fairy and Cache Creek AOP section addresses two multi-plate open bottom arch culverts, rip rap placement, grade control structures, and equipment rental. The Trail section encompasses 6,910 linear feet of new trail construction and existing trail restoration across five classes, trail turnouts, rock retaining walls, and culvert installation. Amendment 0001 was issued on April 15, 2026, extending the quote submission deadline to April 24, 2026. This Total Small Business Set-Aside acquisition has an estimated project cost between $1,000,000 and $5,000,000, with a period of performance from October 1, 2026 to October 30, 2027, contingent on Phase 1 completion by September 2026.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PriceSchedule
| Fairy Lake Road Phase 2 - Road and Trailhead Items | |||||||
| Item Number | Description | Unit | Estimated Quantity | Unit Price | Total | Notes | 1240LU26Q0012 |
| 15101-0000 | MOBILIZATION | LS | 1 | $ - 0 | Amendment001 | ||
| 15701-0000 | SOIL EROSION CONTROL | LS | 1 | $ - 0 | |||
| 20102-0000 | CLEARING AND GRUBBING, DISPOSAL METHOD (c) | LS | 1 | $ - 0 | |||
| 20401-0000 | ROADWAY EXCAVATION & EMBANKMENT, COMPACTION FSSS 204.11(d), TOLERANCE CLASS C | CUBIC YARD | 13065 | $ - 0 | Section 1 7950 CY, Section 2 - 2485 CY, Section 3 - 2630 CY | ||
| 20401-0001 | ROADWAY EXCAVATION & EMBANKMENT, COMPACTION FSSS 204.11(d), TOLERANCE CLASS C, TRAILHEAD AREAS | CUBIC YARD | 1636 | $ - 0 | Fairy lake TH - 1016 CY, Winter TH - 600 CY, Shafthouse - 20 CY | ||
| 20401-0002 | ROADWAY EXCAVATION & EMBANKMENT, COMPACTION FSSS 204.11(d), TOLERANCE CLASS C, CAMPGROUND SPUR IMPROVEMENTS | EA | 2 | $ - 0 | |||
| 20401-0003 | ROADWAY EXCAVATION & EMBANKMENT, ROADWAY TURNOUT, COMPACTION FSSS 204.11(d), TOLERANCE CLASS C | EA | 15 | $ - 0 | |||
| 20470-0000 | BOULDER, PLACE AS STAKED, ACTUAL QUANTITY | EA | 200 | $ - 0 | Fairy TH -140, Winter - 13, Shafthouse - 31, misc. 16 | ||
| 20701-1000 | GEOTEXTILE, TYPE 1, WOVEN, ACTUAL QUANTITY | SQYD | 2000 | $ - 0 | |||
| 30105-1000 | SUBBASE COURSE AGGREGATE, GRADING A, COMPACTION FSSS 204.11(d), COMMERCIAL SOURCE | CUBIC YARD | 7848 | $ - 0 | See sheet 2 for breakdown | ||
| 30110-0000 | SURFACING COURSE AGGREGATE, GRADING G or T, COMPACTION FSSS 204.11(d), COMMERCIAL SOURCE | CUBIC YARD | 5026 | $ - 0 | See sheet 2 for breakdown | ||
| 30301-6000 | ROADWAY RECONDITIONING, COMPACTION 204.11(d) | MILE | 3.6 | $ - 0 | Includes CG road and loop | ||
| 31101-3000 | STABILIZED AGGREGATE SURFACE COURSE, CALCIUM CHLORIDE, IN PLACE AGGREGATE | MILE | 6.5 | $ - 0 | Includes CG road and loop | ||
| 60201-600 | 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION METHOD 204.11(a)1 | LF | 300 | $ - 0 | |||
| 60202 | 18 INCH PIPE CULVERT EXTENSION, CORRUGATED STEEL, 16 GAGE, COMPACTION METHOD 204.11(a)1 | LF | 62 | $ - 0 | |||
| 60203 | 24 INCH PIPE CULVERT EXTENSION, CORRUGATED STEEL, 16 GAGE, COMPACTION METHOD 204.11(a)1 | LF | 56 | $ - 0 | |||
| 60204 | 36 INCH PIPE CULVERT EXTENSION, CORRUGATED STEEL, 14 GAGE, COMPACTION METHOD 204.11(a)1 | LF | 12 | $ - 0 | |||
| 60502-0000 | SHOULDER UNDERDRAIN SYSTEM, ACTUAL QUANTITY | LF | 750 | $ - 0 | |||
| 60915-1000 | WHEELSTOP, CONCRETE, BLUE | EA | 2 | $ - 0 | |||
| 61701-1150 | GUARDRAIL SYSTEM G3, BOX BEAM, WEATHERING STEEL | LF | 6300 | $ - 0 | |||
| 61701-1151 | GUARDRAIL SYSTEM G3, TERMINAL ENDS, BOX BEAM, WEATHERING STEEL | EA | 6 | $ - 0 | |||
| 62201-2850 | MOTORIZED ROAD GRADER, 12' BLADE MINIMUM | HR | 16 | $ - 0 | |||
| 62201-3150 | EXCAVATOR WITH A THUMB, 1 CUBIC YARD CAPACITY, 3' WIDTH BUCKET MINIMUM | HR | 16 | $ - 0 | |||
| 63302-1000 | PERMANENT TRAFFIC CONTROL, INSTALL GOVERNMENT-FURNISHED TRAFFIC SIGNS, CONTRACTOR PROVIDE AND INSTALL POSTS | EA | 8 | $ - 0 | |||
| 63301-0000 | PERMANENT TRAFFIC CONTROL, HANDICAP PARKING - TRAFFIC SIGN | EA | 2 | $ - 0 | |||
| 64603-0700 | FIXTURE, PICNIC TABLE | EA | 4 | $ - 0 | |||
| 64603-1000 | FIXTURE, VAULT TOILET, SINGLE | EA | 1 | $ - 0 | |||
| 64603-1001 | FIXTURE, VAULT TOILET, DOUBLE | EA | 1 | $ - 0 | |||
| 64603-1002 | FIXTURE, 1000 GALLON VAULT WITH RISER(S) | EA | 1 | $ - 0 | |||
| 64603-1100 | FIXTURE, PICNIC PAD | EA | 3 | $ - 0 | |||
| 64603-1400 | FIXTURE, BEAR BOX, INSTALLED WITH POLE MOUNTING KIT - BEARSAVER FS24-UP, OR APPROVED EQUAL | EA | 13 | $ - 0 | |||
| 64603-1600 | FIXTURE, FIRE RING - PILOT ROCK FSW/SL-30 WITH 11 3/8" SIDES, OR APPROVED EQUAL | EA | 1 | $ - 0 | |||
| 64603-1700 | WELL DRILLING, 6-INCH CASING WITH SURFACE GROUT SEAL, WELL DEVELOPMENT, AND WELL DISINFECTION (RATE FOR FIRST 90 FEET) | LF | 90 | $ - 0 | |||
| 64603-1701 | WELL DRILLING, 6 INCH, PER FOOT, AS NEEDED OVER 90 FEET, ACTUAL QUANTITY | LF | 50 | $ - 0 | |||
| 64603-1702 | HAND PUMP, INSTALLED, WITH ALL NEEDED ACCESSORIES INCLUDING CONCRETE SLAB, DESCRIBED ON PUMP WELL DETAIL SHEET | LS | 1 | $ - 0 | |||
| 646051000 | FIXTURE, BULLETIN BOARD | EA | 2 | $ - 0 | |||
| 64620-0800 | REMOVE AND RESET VAULT TOILET | EA | 1 | $ - 0 | |||
| 64620-0801 | REMOVE AND DISPOSE VAULT TOILET | EA | 2 | $ - 0 | |||
| 64703-4000 | TREATED TIMBER BARRIER, ACTUAL QUANTITY | LF | 1165 | $ - 0 | |||
| Main Road Total | $ - 0 |
| Fairy Lake Road Phase 2 - Fairy and Cache Ck AOP Items | |||||
| Item Number | Description | Pay Unit | Estimated Quantity | Unit Price | Total |
| 15101-AOP | MOBILIZATION | LS | 1 | $ - 0 | |
| 15701-AOP | SOIL EROSION CONTROL | LS | 1 | $ - 0 | |
| 20102-AOP | CLEARING AND GRUBBING, DISPOSAL METHOD F | LS | 1 | $ - 0 | |
| 20302 | REMOVAL AND DISPOSAL OF EXISTING CULVERT | EA | 2.0 | $ - 0 | |
| 20404 | IMPORTED BORROW, COMPACTION FSSS 204.11(d) | CY | 160.0 | $ - 0 | |
| 20410 | SELECT BORROW, STREAMBED MATERIAL | CY | 27.0 | $ - 0 | |
| 25101-4a | IMPORTED CLASS 4 RIP RAP ON UPSTREAM EMBANKMENT | CY | 20.0 | $ - 0 | |
| 25101-4b | IMPORTED CLASS 4 RIP RAP INSIDE CULVERT | CY | 110.0 | $ - 0 | |
| 25101-5 | IMPORTED CLASS 5 RIP RAP, GRADE CONTROL | CY | 50.0 | $ - 0 | |
| 25210 | GRADE CONTROL STRUCTURE, BOULDER WEIRS | EA | 10.0 | $ - 0 | |
| 60301 | 14' SPAN X 4'8" RISE MULTI-PLATE OPEN BOTTOM ARCH CULVERT, 10 GAUGE, COMPACTION METHOD 204.11(d) | EA | 2.0 | $ - 0 | |
| 62201 | RENTAL EQUIPMENT, HYDRAULIC EXCAVATOR | HR | 16.0 | $ - 0 | |
| Fairy and Cache Ck AOP Total | $ - 0 | ||||
| Fairy Lake Road Phase 2 - Trail Items | |||||
| Item Number | Description | Pay Unit | Estimated Quantity | Unit Price | Total |
| 90701 | MOBILIZATION | LS | 1 | $ - 0 | |
| 91102 | CONSTRUCT NEW TRAIL. TRAIL CLASS 1. TYPE ETR-1. HSR-1. | LF | 200.00 | $ - 0 | |
| 91106-1 | EXISTING TRAIL RESTORATION. TRIAL CLASS 1. TYPE ETR-1, HSR-1 | LF | 1715 | $ - 0 | |
| 91106-2 | EXISTING TRAIL RESTORATION TRAIL CLASS 2. TYPE ETR-2. | LF | 815 | $ - 0 | |
| 91106-3 | EXISTING TRAIL RESTORATION TRAIL CLASS 3. TYPE ETR-3. | LF | 317 | $ - 0 | |
| 91106-4 | EXISTING TRAIL RESTORATION TRAIL CLASS 3. TYPE ETR-4. | LF | 1650 | $ - 0 | |
| 91106-5 | EXISTING TRAIL RESTORATION TRAIL CLASS 5. TYPE ETR-5. | LF | 2413 | $ - 0 | |
| 91115 | OBLITERATION | LS | 1 | $ - 0 | |
| 92101 | CULVERT-12" CMPx15LF WITH HEADWALLS | EA | 1 | $ - 0 | |
| 91601 | CONSTRUCT NEW TURNOUT. TRAIL CLASS 5. TYPE ETR-1, TOS-1, 2. | LF | 25 | $ - 0 | |
| 91602 | CONSTRUCT NEW TURNOUT. TRAIL CLASS 3. TYPE ETR-4, TOS-3. | LF | 10 | $ - 0 | |
| 93501 | CONSTRUCT ROCK RETAINING WALL. 4FT HT W/ MORTAR. TRAIL CLASS 5 | LF | 80 | $ - 0 | |
| 93502 | CONSTRUCT ROCK RETAINING WALL. 4FT HT TRAILL CLASS 3. | LF | 30 | $ - 0 | |
| 93602 | STAIRWAY MAINTENANCE | LS | 1 | $ - 0 | |
| 62202 | EQUIPMENT RENTAL HYDRUALIC EXACAVATOR 1/2CY BUCKET | HR | 16 | $ - 0 | |
| Trail Total | $ 0.00 |
| Project Total | $ 0.00 | ||||
| TRAIL Alternative. A- BST SURFACING ADDITIVE | |||||
| Item Number | Description | Pay Unit | Estimated Quantity | Unit Price | Total |
| 90701-A | MOBILIZATION | LS | 1 | $ - 0 | |
| 91102-A | CONSTRUCT NEW TRAIL. TRAIL CLASS 1. TYPE ETR-1. HSR-1A. | LF | 200 | $ - 0 | |
| 91106-1A | EXISTING TRAIL RESTORATION. TRIAL CLASS 1. TYPE ETR-1, HSR-1A. | LF | 1715 | $ - 0 | |
| 91601-A | CONSTRUCT NEW TURNOUT. TRAIL CLASS 5. TYPE ETR-1. HSR-1A | LF | 25 | $ - 0 | |
| 62202 | EQUIPMENT RENTAL HYDRUALIC EXACAVATOR 1/2CY BUCKET | HR | 16 | $ - 0 |
| $ - 0 | ||
| Alternative A TOTAL | $ 0.00 | |
| Trail Total | Trail w/ Additive | $ 0.00 |
| Project Total | $ 0.00 | ||
| Measurements - AQ = Actual Quantity, DQ = Design Quantity, CY = Cubic Yard, | |||
| LSQ = Lump Sum Quantity, LF = Lineal Feet, SY = Square Yard & EA = Each | |||
| Notes: Contractors must price all items above and round to the nearest cent. | |||
| Name: ________________________________ | Company Name: ____________________________ | ||
| E-Mail: _______________________________________ | |||
| Phone No. ___________________________________ | |||
| SAM Registered UEI # ___________________________________ |
Qtys
| Roadway Base Aggregate | Excavation | ||||||||||||
| Section | Mile | Width | Area | Depth(in) | CF | CY | Section | Begin Milepoint | End Milepoint | Miles | Begin Station | End Station | Excavation / Embankment |
| 1 | 1.79 | 20 | 189500 | 6 | 94750 | 3509 | 1 | 0.00 | 1.79 | 1.79 | 000+ | 9475+ | 7950 |
| 2 | 0.71 | 18 | 67860 | 6 | 33930 | 1257 | 2 | 3.19 | 3.90 | 0.71 | 16820+ | 20590+ | 2485 |
| 3 | 0.64 | 18 | 61290.0000000001 | 6 | 30645 | 1135 | 3 | 5.43 | 6.08 | 0.64 | 28675+ | 32080+ | 2630 |
| CG Rd | 0.23 | 16 | 19430.4 | 6 | 9715.2 | 360 | |||||||
| CG Loop | 0.18 | 14 | 13305.6 | 6 | 6652.8 | 246 | |||||||
| 6507 | 3.15 | 13065 | |||||||||||
| Trailhead Base Aggregate | |||||||||||||
| Trailhead | Area | Depth(in) | CF | CY | |||||||||
| Winter | 27419 | 6 | 13709.5 | 508 | |||||||||
| Shafthouse | 2400 | 6 | 1200 | 44 | |||||||||
| Fairy Lake | 42572 | 6 | 21286 | 788 |
| Roadway Surfacing Aggregate | ||||||
| Section | Mile | Width | Area | Depth(in) | CF | CY |
| 1 | 1.79 | 19 | 180025 | 4 | 60008.3333333333 | 2223 |
| 2 | 0.71 | 17 | 64090 | 4 | 21363.3333333333 | 791 |
| 3 | 0.64 | 17 | 57885.0000000001 | 4 | 19295 | 715 |
| CG Rd | 0.23 | 15 | 18216 | 4 | 6072 | 225 |
| CG Loop | 0.18 | 13 | 12355.2 | 4 | 4118.4 | 153 |
| CG Spurs | 1440 | 6 | 720 | 27 | ||
| 4132 | ||||||
| Trailhead Surfacing Aggregate | ||||||
| TH | Area | Depth(in) | CF | CY | ||
| Winter | 27419 | 4 | 9139.6666666667 | 339 | ||
| Shafthouse | 2400 | 4 | 800 | 30 | ||
| Fairy Lake | 42572 | 4 | 14190.6666666667 | 526 |
File details come from the government source that posted it. Updated .