10204 Mountain Vista Bid Schedule.xlsx
XLSX spreadsheet 60 KB Posted
- Attached to
- Mountain Vista Bridge Replacement Project State and local contract opportunity
- Solicitation number
- 10204
- Issued by
- Larimer County, Colorado
About this file
This document is a bid schedule and cost estimate for two related municipal infrastructure projects by the City of Littleton, Colorado: a pavement management project and a Mountain Vista Bridge Replacement Project. The pavement management project involves extensive roadway reconstruction, including removal and replacement of asphalt, concrete pavement, sidewalks, curbs, and gutters, with a total estimated construction cost of $3,203,741. The project includes 11,466 square yards of asphalt mat removal, 4,680 cubic yards of aggregate base course, and various concrete and utility infrastructure improvements. The Mountain Vista Bridge Replacement Project involves removing an existing corrugated metal culvert and replacing it with a cast-in-place concrete box culvert, including ditch grading, pipe removal and installation, shoring, and HMA paving.
The bid schedule reveals a comprehensive pricing structure with detailed line-item costs, contingencies, and additional project-related expenses. The pavement management project includes a 15% contingency ($298,900), landscape restoration (5% or $114,579), and various other cost factors such as construction signing, traffic control, and mobilization. The total project cost is broken down into construction bid items, force account allocations, and permanent easement costs. The Mountain Vista Bridge Replacement Project bid appears to have a significantly lower total bid of $165,000, with force account allocations for minor contract revisions, utilities, and erosion control. Both projects are located in Colorado and appear to be funded through municipal infrastructure budgets, with detailed line-item specifications for comprehensive infrastructure improvements.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 10204 EXHIBIT C - Terracon Geotechnical Engineering Report.pdf | ||
| 10204 ITB Mountain Vista Bridge Replacement Project.pdf | ||
| 10204 EXHIBIT A - Project Plan Set.pdf | ||
| 10204 EXHIBIT B - Project and Standard Special Provisions.pdf | ||
| 10204 Mountain Vista Bid Tab PDF Schedule.pdf |
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Text version
90% Cost Linked
| City of Littleton - Pavement Management | ||
| 2023 Littleton Reconstructs | ||
| Littleton Project No. XX-XX | ||
| 60% Opinion of Probable Construction Cost | Prepared On: | 7/5/23 |
| Item No. | Quantity Items | Units | Quantity | Unit Cost | Cost | Notes | |
| Roadway Items | |||||||
| 202-00202 | Removal of Gutter | LF | 199 | $85 | $16,915 | ||
| 202-00204 | Removal of Curb, Gutter and Sidewalk | LF | 3,529 | $85 | $299,965 | ||
| 202-00206 | Removal of Concrete Curb Ramp | SY | 221 | $85 | $18,785 | ||
| 202-00210 | Removal of Concrete Pavement | SY | 379 | $90 | $34,110 | ||
| 202-00220 | Removal of Asphalt Mat | SY | 11,466 | $9 | $103,194 | ||
| 202-00240 | Removal of Asphalt Mat (Planing) | SY | 1 | $5 | $5 | ||
| 203-00010 | Unclassified Excavation (Complete In Place) | CY | 2,679 | $25 | $66,966 | ||
| 210-00011 | Reset Mailbox Structure (Type 1) | EA | 1 | $500 | $500 | ||
| 210-00810 | Reset Ground Sign | EA | 1 | $500 | $500 | ||
| 304-06007 | Aggregate Base Course (Class 6) | CY | 4,680 | $85 | $397,800 | ||
| 403-00720 | Hot Mix Asphalt (Patching) (Asphalt) | TON | 18 | $275 | $4,950 | ||
| 403-33741 | Hot Mix Asphalt (Grading S) (75) (PG 64-22) | TON | 2,040 | $115 | $234,600 | ||
| 403-34741 | Hot Mix Aspahlt (Grading SX) (75) (PG 64-22) | TON | 1,519 | $105 | $159,495 | ||
| 412-00600 | Concrete Pavement (6 Inch) | SY | 526 | $145 | $76,270 | ||
| 608-00000 | Concrete Sidewalk | SY | 1,577 | $100 | $157,700 | ||
| 608-00010 | Concrete Curb Ramp | SY | 755 | $300 | $226,500 | ||
| 609-21020 | Curb and Gutter Type 2 (Section II-B) | LF | 1,495 | $50 | $74,750 | ||
| 609-24002 | Gutter Type 2 (2 Foot) | LF | 578 | $60 | $34,680 | ||
| 609-24005 | Gutter Type 2 (5 Foot) | LF | 0 | $100 | $0 | ||
| 609-24006 | Gutter Type 2 (6 Foot) | LF | 639 | $115 | $73,485 | ||
| Utility Items | |||||||
| 210-04010 | Adjust Manhole | EA | 6 | $1,000 | $6,000 | ||
| 210-04050 | Adjust Valve Box | EA | 11 | $500 | $5,500 | ||
| Total of Quantity Items | $1,992,670 | ||||||
| % Range | % Used | Cost | |||||
| Total of Quantity Items | Project Dependent | N/A | $1,992,670 | (A) | |||
| Contingencies | (15% - 30%) of (A) | 15.00% | $298,900 | (B) | |||
| SWMP/Landscape Restoration | (0-10%) of (A+B) | 5.00% | $114,579 | (C) | |||
| Default = 4% | |||||||
| 201-00000 | Clearing and Grubbing | (3-10%) of (A+B) | 6.00% | $137,494 | (D) | ||
| Default = 6% | |||||||
| Construction Signing & Traffic Control | 5 to 25% of (A+B) | 10.00% | $229,157 | (E) | |||
| Default = 20% | |||||||
| 626-00000 | Mobilization | (4 to 10%) of (A+B+C+D+E+F) | 7.00% | $194,096 | (F) | ||
| Default = 7% | |||||||
| Total of Construction Bid Items (A+B+C+D+E+F) | $2,966,896 | (G) | |||||
| 700-70010 | Force Account - Minor Contract Revisions | $50,000 | (H) |
| Subtotal of Construction Cost (G+H+I) | $3,016,896 | (I) | ||||
| 625-00000 | Construction Surveying/Engineering | % of (I) | 5.00% | $150,845 | (J) | |
| Permanent Easements | Acre | 3.6 | $10,000 | $36,000 | (K) | |
| Total Project Cost (I+J+K) | $3,203,741 | (L) |
&8 &F
Bid Tab
| MOUNTAIN VISTA BRIDGE REPLACEMENT | ||
| FORT COLLINS PROJECT #: | 10204 |
| FIRM: |
| NOTE: ALL BID ITEMS MUST HAVE A COST ENTERED WHICH CANNOT BE ZERO, BLANK OR DASH ("-"), BIDS WILL BE CONSIDERED NON-RESPONSIVE WITH NO COST ENTERED FOR EACH ITEM. |
| CONTRACT ITEM NO. | CONTRACT ITEM | UNIT | PLAN QUANTITY | UNIT COST | TOTAL COST |
| 201-00000 | Clearing and Grubbing | LS | 1 | $ - 0 | |
| 202-00035 | Removal of Pipe | LF | 226 | $ - 0 | |
| 202-00036 | Removal of Pipe (Waterline) | LF | 50 | $ - 0 | |
| 202-00220 | Removal of Asphalt Mat | SY | 413 | $ - 0 | |
| 202-00240 | Removal of Asphalt Mat (Planing) | SY | 208 | $ - 0 | |
| 202-00810 | Removal of Ground Sign | EACH | 1 | $ - 0 | |
| 202-00821 | Removal of Sign Panel | EACH | 1 | $ - 0 | |
| 203-00060 | Embankment Material (Complete In Place) | CY | 962 | $ - 0 | |
| 203-01597 | Potholing | HOUR | 10 | $ - 0 | |
| 206-00000 | Structure Excavation | CY | 963 | $ - 0 | |
| 206-00050 | Structure Backfill (Special) | CY | 380 | $ - 0 | |
| 206-00100 | Structure Backfill (Class 1) | CY | 278 | $ - 0 | |
| 206-01781 | Shoring (Area 1) | LS | 1 | $ - 0 | |
| 206-00510 | Filter Material (Class A) | CY | 76 | $ - 0 | |
| 207-00700 | Topsoil (Onsite) | CY | 233 | $ - 0 | |
| 208-00002 | Erosion Log Type 1 (12 Inch) | LF | 140 | $ - 0 | |
| 208-00041 | Rock Check Dam | EACH | 1 | $ - 0 | |
| 208-00045 | Concrete Washout Structure | EACH | 1 | $ - 0 | |
| 208-00070 | Vehicle Tracking Pad | EACH | 2 | $ - 0 | |
| 208-00103 | Removal and Disposal of Sediment (Labor) | HOUR | 12 | $ - 0 | |
| 208-00105 | Removal and Disposal of Sediment (Equipment) | HOUR | 12 | $ - 0 | |
| 208-00106 | Sweeping (Sediment Removal) | HOUR | 12 | $ - 0 | |
| 208-00207 | Erosion Control Management | DAY | 30 | $ - 0 | |
| 210-00810 | Reset Ground Sign | EACH | 3 | $ - 0 | |
| 211-03005 | Dewatering | LS | 1 | $ - 0 | |
| 212-00702 | Biotic Soil Amendments (Hydraulically Applied) | LB | 11 | $ - 0 | |
| 212-00704 | Mycorrhizae | LB | 2 | $ - 0 | |
| 212-00706 | Seeding (Native) Drill | ACRE | 0.3 | $ - 0 | |
| 213-00002 | Mulching (Weed Free Hay) | ACRE | 0.2 | $ - 0 | |
| 213-00061 | Mulch Tackifier | LB | 40 | $ - 0 | |
| 216-00201 | Soil Retention Blanket (Straw-Coconut) (Biodegradable | SY | 427 | $ - 0 | |
| 304-06000 | Aggregate Base Course (Class 6) | TON | 206 | $ - 0 | |
| 403-34741 | Hot Mix Asphalt (Grading SX) (75) (PG 64-22) | TON | 179 | $ - 0 | |
| 420-00113 | Geotextile (Drainage) (Class 2) | SY | 9 | $ - 0 | |
| 506-00030 | Grouted Riprap | CY | 152 | $ - 0 | |
| 509-08100 | Provide Temporary Support | LS | 1 | $ - 0 | |
| 518-00100 | Waterstop | LF | 338 | $ - 0 | |
| 601-03030 | Concrete Class D (Box Culvert) | CY | 188 | $ - 0 | |
| 601-03050 | Concrete Class D (Wall) | CY | 24 | $ - 0 | |
| 602-00000 | Reinforcing Steel | LB | 37,435 | $ - 0 | |
| 603-01125 | 12 Inch Reinforced Concrete Pipe (Complete In Place) | LF | 50 | $ - 0 | |
| 603-01155 | 15 Inch Reinforced Concrete Pipe (Complete In Place) | LF | 58 | $ - 0 | |
| 603-01245 | 24 Inch Reinforced Concrete Pipe (Complete In Place) | LF | 35 | $ - 0 | |
| 603-05015 | 15 Inch Reinforced Concrete End Section | EACH | 1 | $ - 0 | |
| 603-05024 | 24 Inch Reinforced Concrete End Section | EACH | 1 | $ - 0 | |
| 604-30010 | Manhole Slab Base (10 Foot) | EACH | 2 | $ - 0 | |
| 604-30015 | Manhole Slab Base (15 Foot) | EACH | 1 | $ - 0 | |
| 604-30020 | Manhole Slab Base (20 Foot) | EACH | 1 | $ - 0 | |
| 604-39010 | Manhole Special (10 Foot) | EACH | 1 | $ - 0 | |
| 619-51321 | 24 Inch PVC Pipe (Install Only) | LF | 50 | $ - 0 | |
| 620-00020 | Sanitary Facility | EACH | 1 | $ - 0 | |
| 626-00000 | Mobilization | LS | 1 | $ - 0 | |
| 627-00008 | Modified Epoxy Pavement Marking | GAL | 2 | $ - 0 | |
| 630-00016 | Traffic Control (Special) LS | LS | 1 | $ - 0 | |
| BID SUBTOTAL: | $ - 0 | ||||
| FORCE ACCOUNT | |||||
| 700-70010 | F/A Minor Contract Revisions | FA | 1 | $ 150,000.00 | $ 150,000.00 |
| 700-70035 | F/A Utilities | FA | 1 | $ 10,000.00 | $ 10,000.00 |
| 700-70380 | F/A Erosion Control | FA | 1 | $ 5,000.00 | $ 5,000.00 |
| FORCE ACCOUNT SUBTOTAL: | $ 165,000.00 |
TOTAL BID: $ 165,000.00
TOTAL BID IN WORDS:
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