Attachment A - Schedule of Items.xlsx
XLSX spreadsheet 37 KB Posted
- Attached to
- Red Bluff Campground Rehabilitation Federal contract opportunity
- Solicitation number
- 12445521B0005
- Issued by
- Department of Agriculture Forest Service
About this file
This document includes an attachment schedule of items for the Red Bluff Campground Rehabilitation federal contract opportunity with the USDA Forest Service.
The schedule of items provides pricing requirements for the base bid and multiple options to rehabilitate different areas of the Red Bluff Campground. The base bid includes work for the North Loop and Group Loop areas and covers earthwork, road construction, utilities installation, site amenities and other campground infrastructure. Optional bid items include additional loops for the South Loop, a new pavilion, enhancements to the Pine Bluff Loop, and resurfacing of a parking lot. Pricing is requested for various construction line items including mobilization, clearing and grubbing, excavation, aggregate base, asphalt paving, culverts, fencing and more. Site amenities covered include signage, vault toilets, water and electrical system components. The pre-bid meeting is scheduled for July 26, 2021 with bids due under solicitation number 12445521B0005.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Pre-Bid Q-A.docx | DOCX document | |
| Attachment B - Specifications.pdf | ||
| 12445521B0005.pdf | ||
| Attachment D - Plans - Part 1B.pdf | ||
| Attachment E - Plans - Part 2.pdf | ||
| Attachment C - Plans - Part 1A.pdf | ||
| Attachment G - Davis Bacon Wage Determination - Building.pdf | ||
| Attachment F - Davis Bacon Wage Determination - Highway.pdf | ||
| Attachment H - Davis Bacon Wage Determination - Heavy.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Summary
| BID SUMMARY | |
| Base Bid (North Loop) | $ - 0 |
| Base Bid (Group Loop) | $ - 0 |
| Option 1 (South Loop) | $ - 0 |
| Option 2 (Pavilion) | $ - 0 |
| Option 3 (Pine Bluff) | $ - 0 |
| Option 4 (Parking Lot Resurfacing) | $ - 0 |
| GRAND TOTAL | $ - 0 |
North Loop
| SCHEDULE OF ITEMS | |||||
| NORTH LOOP | |||||
| Earthwork | |||||
| ITEM | DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST |
| 15101 | Mobilization (10% of Base Bid--North Loop and Group Loop ) | LS | 1 | $ - 0 | $ - 0 |
| 15201 | Construction survey and staking | LS | 1 | $ - 0 | $ - 0 |
| 15712 | Erosion Control-Silt Fence | LF | 3,904 | $ - 0 | $ - 0 |
| 15713 | Erosion Control-Wattels or Ditch Checks | EA | 25 | $ - 0 | $ - 0 |
| 20101 | Clearing and grubbing, disposal method remove from project | AC | 4.37 | $ - 0 | $ - 0 |
| 20401 | Roadway excavation and embankment, compaction, In place quantity, Placement Method 3 | CY | 5266 | $ - 0 | $ - 0 |
| 20402 | Dipose off site excess material | CY | 878 | $ - 0 | $ - 0 |
| Ditch Dam Inlet Construction, including Geotextile Fabric | CY | 4 | $ - 0 | $ - 0 | |
| 30103 | Aggregate base, MO DOT TYPE 5, 6" In Place QTY (include Shoulder), Placement Method C | Ton | 1436 | $ - 0 | $ - 0 |
| 30103 | Aggregate Surfacing MO DOT 3/8" minus, Placement Method C | Ton | 298 | $ - 0 | $ - 0 |
| 40304 | Asphalt concrete,MO DOT GRADE BP-1, In place Qty, 2-2" lifts | Ton | 1158 | $ - 0 | $ - 0 |
| 60202 | 18 inch pipe culvert, CMP | FT | 44 | $ - 0 | $ - 0 |
| 60202 | 24 inch pipe culvert, CMP | FT | 280 | $ - 0 | $ - 0 |
| 60208 | End section for 18 inch pipe culvert | EA | 2 | $ - 0 | $ - 0 |
| 60208 | End section for 24inch pipe culvert | EA | 2 | $ - 0 | $ - 0 |
| Subtotal | $ - 0 | ||||
| Electrical | |||||
| DESCRIPTION | QTY | MEASURE | UNIT COST | TOTAL COST | |
| SERVICE EQUIPMENT (Panel Boards & CT's) 2-1200 AMP Service panels, 1- 600 Amp panel, 1 -400 amp panel, 2- CT's. | 1.00 | LS | $ - 0 | $ - 0 | |
| PEDESTALS | 27.00 | EA | $ - 0 | $ - 0 | |
| WELL HOUSE feeders (350kcmil) | 240.00 | LF | $ - 0 | $ - 0 | |
| CXT TOILETS (conduit, conductors, light, receptacle, breakers) | 1.00 | LS | $ - 0 | $ - 0 | |
| SHOWER BUILDING Feeders (3 sets 350kcmil) | 600.00 | LF | $ - 0 | $ - 0 | |
| 300/350 kcmil TRENCHING and feeders | 1.00 | LS | $ - 0 | $ - 0 | |
| 400 AMP FEEDERS (2- sets 350kcmil) | 300.00 | LF | $ - 0 | $ - 0 | |
| 1200 AMP FEEDERS (4 -Sets of 500kcmil) | 112.50 | LF | $ - 0 | $ - 0 | |
| SMALL TRENCHING & Conductors (#1/0 and smaller) | 600.00 | LF | $ - 0 | $ - 0 | |
| ADDITIONAL LABOR (EQUIPMENT) | 288.00 | Hour | $ - 0 | $ - 0 | |
| MISC MATERIALS | 1.00 | LS | $ - 0 | $ - 0 | |
| BORING | 1.00 | LS | $ - 0 | $ - 0 | |
| POWER COMPANY (Primary Conductors) | 1.00 | LS | $ - 0 | $ - 0 | |
| POWER COMPANY TRENCHING | 1.00 | LS | $ - 0 | $ - 0 | |
| Power COMPANY Meter Bases | 2.00 | EA | $ - 0 | $ - 0 | |
| HAND HOLES | 30.00 | EA | $ - 0 | $ - 0 | |
| ADDITIONAL LABOR (testing, setting pedestals, grounding,) | 360.00 | Hour | $ - 0 | $ - 0 | |
| Wood Canopy Covers with Concrete Pads | 4.00 | Ea | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 |
| Site Amenities (Contractor Furnished) | |||||
| DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST | |
| Sign Posts/Plastic Site Numbering Signs | EA | 25 | $ - 0 | $ - 0 | |
| Directional Camp Loop Signs and posts | EA | 1 | $ - 0 | $ - 0 | |
| Parking Space Striping and traffic control | LS | 1 | $ - 0 | $ - 0 | |
| 3 Panel Kiosk for North Loop (includes Overhead & Profit) | EA | 1 | $ - 0 | $ - 0 | |
| CXT Cheyenne Shower Building 26'x30' (includes overhead & profit, shipping, installation, water/septic sewer connections & 1.5" water meter with 2" ball valves either side) | EA | 1 | $ - 0 | $ - 0 | |
| CXT Single Cascadian Vault Toilet (includes overhead & profit, shipping and installation) | EA | 1 | $ - 0 | $ - 0 | |
| Single Swing Metal Gate, fabricated and installed at Well House Access Road | EA | 1 | $ - 0 | $ - 0 | |
| Native grass mix seeding for camp sites and disturbed areas | MSF | 120 | $ - 0 | $ - 0 | |
| No mow fescue mix seeding for dump station/well house area, fee stations, water hydrant area and shower toilet building areas | MSF | 42 | $ - 0 | $ - 0 | |
| 6" thick concrete dumpster pads reinforced with wire mesh | SF | 100 | $ - 0 | $ - 0 | |
| 15 Gallon Container Native Trees | EA | 27 | $ - 0 | $ - 0 | |
| Cedar Fence Screen for Trash Enclosure | LF | 32 | $ - 0 | $ - 0 | |
| 4" thick concrete walks reinforced with concrete mesh | SF | 1,038 | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 |
| Water&Wastewater | |||||
| CXT wellhouse complete | LS | 1 | $ - 0 | $ - 0 | |
| New well drilled | LF | 600 | $ - 0 | $ - 0 | |
| Steel well casing and grouting | LF | 250 | $ - 0 | $ - 0 | |
| New drop pipe | LF | 375 | $ - 0 | $ - 0 | |
| New pump and drive box | LS | 1 | $ - 0 | $ - 0 | |
| Pavement sleeves | EA | 3 | $ - 0 | $ - 0 | |
| Campground & host spigot assemblies | EA | 4 | $ - 0 | $ - 0 | |
| RV dumpstation water supply units | EA | 2 | $ - 0 | $ - 0 | |
| Valves | EA | 8 | $ - 0 | $ - 0 | |
| Drains | EA | 2 | $ - 0 | $ - 0 | |
| 1" HDPE water line | LF | 974 | $ - 0 | $ - 0 | |
| 2" HDPE water line | LF | 499 | $ - 0 | $ - 0 | |
| Pressure test | LS | 1 | $ - 0 | $ - 0 | |
| Flush/chlorinate/flush system | LS | 1 | $ - 0 | $ - 0 | |
| Commissioning of water system | LS | 1 | $ - 0 | $ - 0 | |
| Host holding tank complete | LS | 1 | $ - 0 | $ - 0 | |
| RV dumpstation tanks & dumping inlet structure | LS | 1 | $ - 0 | $ - 0 | |
| Septic system for shower building complete | LS | 1 | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 | ||||
| BASE BID North Loop | $ - 0 |
Group Loop
| SCHEDULE OF ITEMS | ||||||
| GROUP LOOP | ||||||
| Earthwork | 1.15 | |||||
| ITEM | DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST | |
| 15201 | Construction survey and staking | LS | 1 | $ - 0 | $ - 0 | |
| 15712 | Erosion Control-Silt Fence | LF | 1,122 | $ - 0 | $ - 0 | |
| 15713 | Erosion Control-Wattels or Ditch Checks | EA | 10 | $ - 0 | $ - 0 | |
| 20101 | Clearing and grubbing, disposal method remove from project | AC | 1.32 | $ - 0 | $ - 0 | |
| 20401 | Roadway excavation and embankment, compaction, In place quantity, Placement Method 3 | CY | 558 | $ - 0 | $ - 0 | |
| 30103 | Aggregate base, MO DOT TYPE 5, 6" In Place QTY (include Shoulder), Placement Method C | Ton | 727 | $ - 0 | $ - 0 | |
| 30103 | Aggregate Surfacing MO DOT 3/8" minus, Placement Method C | Ton | 194 | $ - 0 | $ - 0 | |
| 40304 | Asphalt concrete,MO DOT GRADE BP-1, In place QTY | Ton | 586 | $ - 0 | $ - 0 | |
| 60202 | 18 inch pipe culvert, CMP | FT | 12 | $ - 0 | $ - 0 | |
| 60208 | 24 inch pipe culvert, CMP | FT | 233 | $ - 0 | $ - 0 | |
| 60208 | End section for 24 inch pipe culvert | EA | 6 | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 |
| Electrical | |||||
| DESCRIPTION | QTY | MEASURE | UNIT COST | TOTAL COST | |
| SERVICE EQUIPMENT ( 1 -400 amp panel). | 1.00 | LS | $ - 0 | $ - 0 | |
| PEDESTALS | 18.00 | EA | $ - 0 | $ - 0 | |
| CXT TOILETS (conduit, conductors, light, receptacle, breakers) | 1.00 | LS | $ - 0 | $ - 0 | |
| 300 kcmil TRENCHING and feeders | 1.00 | LS | $ - 0 | $ - 0 | |
| 400 AMP FEEDERS (2- sets 350kcmil) | 200.00 | LF | $ - 0 | $ - 0 | |
| SMALL TRENCHING &Conductors (#1/0 and smaller) | 1.00 | LS | $ - 0 | $ - 0 | |
| ADDITIONAL LABOR (EQUIPMENT) | 72.00 | Hour | $ - 0 | $ - 0 | |
| MISC MATERIALS | 1.00 | LS | $ - 0 | $ - 0 | |
| BORING | 1.00 | LS | $ - 0 | $ - 0 | |
| HAND HOLES | 2.00 | EA | $ - 0 | $ - 0 | |
| ADDITIONAL LABOR (testing, setting pedestals, grounding,) | 90.00 | Hour | $ - 0 | $ - 0 | |
| Wood Canopy Covers with Concrete Pads | 1.00 | Ea | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 |
| Site Amenities (Contract Furnished) | |||||
| DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST | |
| Sign Posts/Plastic Numbering Signs | EA | 9 | $ - 0 | $ - 0 | |
| Directional Camp Loop Signs and posts | EA | 1 | $ - 0 | $ - 0 | |
| 1 Panel Kiosk for Group Loop (included Overhead & Profit) | EA | 1 | $ - 0 | $ - 0 | |
| CXT Double CascadianVault Toilet (includes overhead & profit, shipping and installation | EA | 1 | $ - 0 | $ - 0 | |
| Double Swing Metal Gate, fabricated and installed at Group Loop Entrance | EA | 1 | $ - 0 | $ - 0 | |
| Native grass mix seeding for camp sites and disturbed areas | MSF | 42 | $ - 0 | $ - 0 | |
| No mow fescue mix seeding for dump station/well house area, fee stations, water hydrant area and shower toilet building areas | MSF | 4 | $ - 0 | $ - 0 | |
| 6" thick concrete dumpster pads reinforced with wire mesh | SF | 100 | $ - 0 | $ - 0 | |
| 15 Gallon Container Native Trees | EA | 18 | $ - 0 | $ - 0 | |
| Cedar Fence Screen for Trash Enclosure | LF | 32 | $ - 0 | $ - 0 | |
| 4" thick concrete walks reinforced with concrete mesh | SF | 228 | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 |
| Water&Wastewater | ||||||
| DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST | ||
| Pavement sleeves | EA | 1 | $ - 0 | $ - 0 | ||
| Campground spigot assemblies | EA | 1 | $ - 0 | $ - 0 | ||
| Valves | EA | 1 | $ - 0 | $ - 0 | ||
| 1" HDPE water line | LF | 120 | $ - 0 | $ - 0 | $0.00 | |
| Subtotal | $ - 0 | |||||
| BASE BID Group Loop | $ - 0 |
South Loop
| SCHEDULE OF ITEMS | |||||
| OPTIONAL BID ITEM 1--SOUTH LOOP | |||||
| Earthwork | |||||
| ITEM | DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST |
| 15101 | Mobilization (2% of construction costs) | LS | 1 | $ - 0 | $ - 0 |
| 15201 | Construction survey and staking | LS | 1 | $ - 0 | $ - 0 |
| 15712 | Erosion Control-Silt Fence | LF | 1,287 | $ - 0 | $ - 0 |
| 15713 | Erosion Control-Wattels or Ditch Checks | EA | 15 | $ - 0 | $ - 0 |
| 20101 | Clearing and grubbing, disposal method remove from project | AC | 2.25 | $ - 0 | $ - 0 |
| 20401 | Roadway excavation and embankment, compaction, In place quantity, Placement Method 3 | CY | 3733 | $ - 0 | $ - 0 |
| 20402 | Dispose off site excess material | CY | 428 | $ - 0 | $ - 0 |
| 30103 | Aggregate base, MO DOT TYPE 5, 6" In Place Qty, Placement Method C | Ton | 275 | $ - 0 | $ - 0 |
| 30103 | Aggregate Surfacing MO DOT 3/8" minus, Placement Method C | Ton | 118 | $ - 0 | $ - 0 |
| 40304 | Asphalt concrete,MO DOT GRADE BP-1, In place Qty; 2 Lifts @ 2" each lift | Ton | 671 | $ - 0 | $ - 0 |
| 60202 | 18 inch pipe culvert, CMP | FT | 45 | $ - 0 | $ - 0 |
| 60202 | 24 inch pipe culvert, CMP | FT | 137 | $ - 0 | $ - 0 |
| 60202 | 36 inch pipe culvert, CMP | FT | 80 | $ - 0 | $ - 0 |
| 62501 | Native grass mix seeding for camp sites and disturbed areas | AC | 2.25 | $ - 0 | $ - 0 |
| Subtotal | $ - 0 |
| Site Amenities (Contractor Furnished) | |||||
| ITEM | DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST |
| Sign Posts/Plastic Site Numbering Signs | EA | 20 | $ - 0 | $ - 0 | |
| Directional Camp Loop Signs and posts | EA | 1 | $ - 0 | $ - 0 | |
| Parking Space Striping and traffic control | LS | 1 | $ - 0 | $ - 0 | |
| 3 Panel Kiosk for South Loop (includes Overhead & Profit) | EA | 1 | $ - 0 | $ - 0 | |
| CXT Double Cascadian Vault Toilet (includes overhead & profit, shipping and installation) | EA | 1 | $ - 0 | $ - 0 | |
| CXT Single Cascadian Vault Toilet (includes overhead & profit, shipping and installation) | EA | 1 | $ - 0 | $ - 0 | |
| Double Swing Metal Gates, fabricated and installed at locations on plan and as directed by COR | EA | 4 | $ - 0 | $ - 0 | |
| 6" thick concrete dumpster pads reinforced with wire mesh | SF | 286 | $ - 0 | $ - 0 | |
| 15 Gallon Container Native Trees | EA | 20 | $ - 0 | $ - 0 | |
| Cedar Fence Screen for Trash Enclosure | LF | 64 | $ - 0 | $ - 0 | |
| 4" thick concrete walks reinforced with concrete mesh | SF | 448 | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 |
| Electrical | |||||
| DESCRIPTION | QTY | Unit of Measure | Unit Cost | Total | |
| SERVICE EQUIPMENT (Panel Boards & CT's) 2-800 AMP Service panels, 1- 200 Amp panel, 1 -100 amp panel, | 1.00 | LS | $ - 0 | $ - 0 | |
| PEDESTALS | 20.00 | EA | $ - 0 | $ - 0 | |
| CXT TOILETS (conduit, conductors, light, receptacle, breakers) | 1.00 | LS | $ - 0 | $ - 0 | |
| 300/350 kcmil TRENCHING and feeders | 1.00 | LS | $ - 0 | $ - 0 | |
| 200 AMP FEEDERS (1- sets 350kcmil) | 200.00 | LF | $ - 0 | $ - 0 | |
| 100 AMP FEEDERS (1 -#1/0) | 800.00 | LF | $ - 0 | $ - 0 | |
| SMALL TRENCHING & Conductors (#1/0 Smaller) | 1.00 | LS | $ - 0 | $ - 0 | |
| ADDITIONAL LABOR (EQUIPMENT) | 220.00 | Hour | $ - 0 | $ - 0 | |
| MISC MATERIALS | 1.00 | LS | $ - 0 | $ - 0 | |
| BORING | 1.00 | LS | $ - 0 | $ - 0 | |
| POWER COMPANY (Primary Conductors) | 1.00 | LS | $ - 0 | $ - 0 | |
| POWER COMPANY TRENCHING | 1.00 | LS | $ - 0 | $ - 0 | |
| Power COMPANY Meter Bases | 2.00 | EA | $ - 0 | $ - 0 | |
| HAND HOLES | 20.00 | EA | $ - 0 | $ - 0 | |
| Site lighting (pole, lamp, foundation & hookup) | 2.00 | EA | $ - 0 | $ - 0 | |
| $ - 0 | Subtotal | $ - 0 | |||
| Water/Wastewater | |||||
| DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST | |
| Selective demolition | LS | 1 | $ - 0 | $ - 0 | |
| Wellhouse tank modification | LS | 1 | $ - 0 | $ - 0 | |
| Add wellhead vent | LS | 1 | $ - 0 | $ - 0 | |
| Pavement sleeves | Each | 4 | $ - 0 | $ - 0 | |
| Connect to wellhouse | LS | 1 | $ - 0 | $ - 0 | |
| Campground spigot assembly | Each | 4 | $ - 0 | $ - 0 | |
| Valves | Each | 7 | $ - 0 | $ - 0 | |
| Drains | Each | 3 | $ - 0 | $ - 0 | |
| 1" HDPE water line | LF | 1044 | $ - 0 | $ - 0 | |
| 2" HDPE water line | LF | 526 | $ - 0 | $ - 0 | |
| Pressure test | LS | 1 | $ - 0 | $ - 0 | |
| Flush/chlorinate/flush system | LS | 1 | $ - 0 | $ - 0 | |
| Site restoration | LS | 1 | $ - 0 | $ - 0 | |
| Commissioning of system | LS | 1 | $ - 0 | $ - 0 | |
| Host holding tank, complete | LS | 1 | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 | ||||
| OBI 1 TOTAL | $ - 0 |
New Pavilion
| SCHEDULE OF ITEMS |
| OPTIONAL BID ITEM 2--NEW PAVILION |
| Description | Qty | Measurement | Unit Cost | Total Cost |
| Beams 8 x 12 (7.70 BF per LF) | 80 | LF | $ - 0 | $ - 0 |
| Purlins, 4 x 6 (2.10 BF per LF) | 520 | LF | $ - 0 | $ - 0 |
| Posts 8 x 8 per LF | 240 | LF | $ - 0 | $ - 0 |
| Trusses, Hardware plate | 60 | Ea | $ - 0 | $ - 0 |
| Chords | 15 | Ea | $ - 0 | $ - 0 |
| Trusses, Vertical or diagonal web | 15 | Ea | $ - 0 | $ - 0 |
| Trusses 40' to span | 960 | SF | $ - 0 | $ - 0 |
| Metal sheet roofing, (includes 15% coverage loss) 6' to 12' lengths | 1400 | SF | $ - 0 | $ - 0 |
| Metal sheet roofing, Ridge cap, formed, plain | 40 | LF | $ - 0 | $ - 0 |
| Sidewall flashing, plain | 144 | LF | $ - 0 | $ - 0 |
| Ice and water shield, High temperature, 225 SF roll | 144 | SF | $ - 0 | $ - 0 |
| Column bases, heavy duty, 8 x 8 (CB88) | 10 | Ea | $ - 0 | $ - 0 |
| Structure Subtotal | $ - 0 |
| CONCRETE PAD | ||||
| Floor slab assemblies, 4" thick slab | 1000 | SF | $ - 0 | $ - 0 |
| Placing ready-mix concrete in footings, pile caps and foundations, Direct from chute | 10 | CY | $ - 0 | $ - 0 |
| Reinforcing steel tied in columns, stairs and walls, 3/4 diameter, #6 rebar (1.50 lb per LF) | 320 | LF | $ - 0 | $ - 0 |
| Reinforcing steel tied in columns, stairs and walls, 3/8 diameter, #3 rebar (.38 lb per LF) | 200 | LF | $ - 0 | $ - 0 |
| Reinforcing steel tied in columns, stairs and walls, 1/2 diameter, #4 rebar (.67 lb per LF) | 300 | LF | $ - 0 | $ - 0 |
| Excavation with wheel loader, 24 wide bucket, Heavy or wet soil (25 LF per hour) | 300 | LF | $ - 0 | $ - 0 |
| Backfill trenches with D-3 crawler dozer, (25 CY per hour) | 10 | CY | $ - 0 | $ - 0 |
| Compaction of vibrating rammers, (20 CY per hour) | 10 | CY | $ - 0 | $ - 0 |
| Concrete Subtotal | $ - 0 |
OBI 2 Total $ - 0
Pines Overlook
| SCHEDULE OF ITEMS |
| OPTIONAL BID ITEM 3--PINE BLUFF LOOP |
| ITEM | DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST |
| 15101 | Mobilization (5% of construction costs for Optional Bid Item 3) | LS | 1 | $ - 0 | $ - 0 |
| 15201 | Construction survey and staking | LS | 1 | $ - 0 | $ - 0 |
| 15712 | Erosion Control-Silt Fence | LF | 646 | $ - 0 | $ - 0 |
| 15713 | Erosion Control-Wattels or Ditch Checks | EA | 11 | $ - 0 | $ - 0 |
| 20101 | Clearing and grubbing, disposal method remove from project | AC | 0.7 | $ - 0 | $ - 0 |
| 20104 | Tree removal | EA | 24 | $ - 0 | $ - 0 |
| 20301 | Asphalt Milling | SY | 1346 | $ - 0 | $ - 0 |
| 20401 | New spur and social core area excavation and embankment, compaction, In place quantity, Placement Method 3 | CY | 1417 | $ - 0 | $ - 0 |
| 20402 | Dispose off site excess material | CY | 871 | $ - 0 | $ - 0 |
| 30103 | Aggregate base, MO DOT TYPE 5, 6" In Place QTY (include Shoulder), Placement Method C | Ton | 530 | $ - 0 | $ - 0 |
| 30104 | Aggregate Surfacing MO DOT 3/8" minus (for social core areas and gravel path), Placement Method C | Ton | 58 | $ - 0 | $ - 0 |
| 40304 | Asphalt concrete,MO DOT GRADE BP-1, In place QTY | Ton | 538 | $ - 0 | $ - 0 |
| 60201 | 12 inch pipe culvert, CMP | FT | 102 | $ - 0 | $ - 0 |
| 60202 | 18 inch pipe culvert, CMP | FT | 65 | $ - 0 | $ - 0 |
| 60208 | End section for 12 inch pipe culvert | Each | 4 | $ - 0 | $ - 0 |
| 60208 | End section for 18 inch pipe culvert | Each | 4 | $ - 0 | $ - 0 |
| 62501 | Native grass mix seeding for camp sites and disturbed areas | AC | 0.5 | $ - 0 | $ - 0 |
| Subtotal | $ - 0 | ||||
| Site Amenities (Contractor Furnished) | |||||
| DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST | |
| Sign Posts/Plastic Site Numbering Signs | EA | 8 | $ - 0 | $ - 0 | |
| Directional Camp Loop Signs and posts | EA | 1 | $ - 0 | $ - 0 | |
| 1 Panel Kiosk for Pine Bluff(includes Overhead & Profit) | EA | 1 | $ - 0 | $ - 0 | |
| Double Swing Metal Gate, fabricated and installed along main entrance road, location to be determined by COR | EA | 1 | $ - 0 | $ - 0 | |
| 6" thick concrete dumpster pad reinforced with wire mesh | SF | 135 | $ - 0 | $ - 0 | |
| 15 Gallon Container Native Trees | EA | 10 | $ - 0 | $ - 0 | |
| Cedar Fence Screen for Trash Enclosure | LF | 30 | $ - 0 | $ - 0 | |
| Subtotal | $ - 0 |
OBI 3 TOTAL $ - 0
Parking Lot Resurfacing
| SCHEDULE OF ITEMS |
| OPTIONAL BID ITEM 4 --Parking Lot Resurfacing |
| ITEM | DESCRIPTION | MEASURE | QTY | UNIT COST | TOTAL COST |
| 15101 | Mobilization (2% of construction costs for Optional Bid Item 4) | LS | 1 | $ - 0 | $ - 0 |
| 20301 | Asphalt Milling | SY | 1010 | $ - 0 | $ - 0 |
| 40304 | Asphalt concrete,MO DOT GRADE BP-1, In place Qty; 2 Lifts @ 2" each lift | Ton | 419 | $ - 0 | $ - 0 |
| 30103 | Aggregate base, MO DOT TYPE 5, 3" In Place QTY, Placement Method C | Ton | 158 | $ - 0 | $ - 0 |
| 8' Concrete Wheel Stops | EA | 35 | $ - 0 | $ - 0 | |
| Parking Space Striping and traffic control | LS | 1 | $ - 0 | $ - 0 | |
| OBI 4 TOTAL | $ - 0 |
File details come from the government source that posted it. Updated .