Attachment A- Bid Schedule.xlsx
XLSX spreadsheet 16 KB Posted
- Solicitation number
- B25-16
- Issued by
- Colorado
About this file
The document is a Bid Schedule (Attachment A) for Project No. 341, a bridge replacement project in Colorado, specifically for Bridge No. LR13E-0.3-24E over Dry Creek on Monroe Avenue. The bid schedule details 74 line items for a comprehensive bridge replacement, including clearing and grubbing, removal of existing structures, excavation, embankment, erosion control, road base and asphalt work, concrete structures, reinforcing steel, drainage pipes, guardrails, sidewalks, electrical conduits, and traffic control. The project involves replacing a two-span rubble arch culvert with a single-span, prestressed concrete slab bridge measuring 52'-7" long and 51'-0" wide, with associated channel stabilization and sidewalk transitions. The bid is numbered B25-16 and dated August 11, 2025, with space for a revision date.
The total bid amount is $231,095.00, which appears to be allocated for minor contract revisions (line item 74). The bid schedule provides detailed quantities for each construction activity, with most line items currently showing zero dollar amounts, suggesting that unit pricing will be determined during the bidding process. The project includes specialized elements such as prairie dog management, migratory bird protection, dynamic load testing for piles, and specific materials like HP 12x74 steel piles, articulated concrete block slope mattress, and various concrete and asphalt specifications. The comprehensive nature of the bid schedule indicates a complex infrastructure project requiring specialized construction expertise and careful environmental considerations.
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Text version
Sheet1
| REF | ||
| NO. | CONT | |
| ITEM | CONTRACT ITEM | APPROX. |
| QUAN. | UNITS | UNIT PRICE |
| (2 decimals only) | EXTENDED |
AMOUNT
| 1 | 201 | Clearing and Grubbing | 1 | L S | $ - 0 | |
| 2 | 202 | Removal of Tree | 4 | EACH | $ - 0 | |
| 3 | 202 | Removal of Pipe | 227 | LF | $ - 0 | |
| 4 | 202 | Removal of Barricade | 2 | EACH | $ - 0 | |
| 5 | 202 | Removal of Wood Post | 2 | EACH | $ - 0 | |
| 6 | 202 | Removal of Riprap | 206 | CY | $ - 0 | |
| 7 | 202 | Removal of Sidewalk | 12 | SY | $ - 0 | |
| 8 | 202 | Removal of Gutter | 64 | LF | $ - 0 | |
| 9 | 202 | Removal of Curb and Gutter | 220 | LF | $ - 0 | |
| 10 | 202 | Removal of Asphalt Mat | 2274 | SY | $ - 0 | |
| 11 | 202 | Removal of Bridge | 1 | EACH | $ - 0 | |
| 12 | 202 | Removal of Ground Sign | 5 | EACH | $ - 0 | |
| 13 | 202 | Removal of Guardrail Type 3 | 166 | LF | $ - 0 | |
| 14 | 202 | Removal of Utility Duct Bank | 70 | LF | $ - 0 | |
| 15 | 203 | Unclassified Excavation | 1849 | CY | $ - 0 | |
| 16 | 203 | Embankment Material (Complete In Place) | 1590 | CY | $ - 0 | |
| 17 | 203 | Construction Vibration Monitoring | 1 | LS | $ - 0 | |
| 18 | 206 | Strucutre Excavation | 2970 | CY | $ - 0 | |
| 19 | 206 | Structure Backfill (Class 1) | 2103 | CY | $ - 0 | |
| 20 | 206 | Structure Backfill (Class 2) | 522 | CY | $ - 0 | |
| 21 | 206 | Mechanical Reinforcement of Soil | 2103 | CY | $ - 0 | |
| 22 | 208 | Temporary Erosion Control | 1 | L S | $ - 0 | |
| 23 | 210 | Reset Ground Sign | 1 | EACH | $ - 0 | |
| 24 | 210 | Reset Miscellaneous Items | 2 | LS | $ - 0 | |
| 25 | 211 | Water Diversion | 1 | LS | $ - 0 | |
| 26 | 216 | Soil Retention Blanket (Jute) | 565 | SY | $ - 0 | |
| 27 | 240 | Protection of Migratory Birds | 1 | L S | $ - 0 | |
| 28 | 240 | Prairie Dog Management | 1 | L S | $ - 0 | |
| 29 | 304 | Aggregate Base Course (Class 5) | 980 | TON | $ - 0 | |
| 30 | 403 | Hot Mix Asphalt (Grading S) (75) (PG 64-22) | 650 | TON | $ - 0 | |
| 31 | 403 | Hot Mix Asphalt (Grading SX) (75) (PG 64-22) | 201 | TON | $ - 0 | |
| 32 | 420 | Geotextile (Drainage) (Class 1) | 466 | SY | $ - 0 | |
| 33 | 502 | Drilling Hole to Facilitate Pile Driving | 462 | LF | $ - 0 | |
| 34 | 502 | Pile Tip | 25 | EACH | $ - 0 | |
| 35 | 502 | Dynamic Load Testing | 2 | EA | $ - 0 | |
| 36 | 502 | Steel Pile (HP 12x74) | 730 | LF | $ - 0 | |
| 37 | 506 | Slope Mattress (Articulated Concrete Block) (5 Inch) | 460 | SY | $ - 0 | |
| 38 | 506 | Riprap (12 Inch) | 4 | CY | $ - 0 | |
| 39 | 512 | Bearing Device (Type I) | 48 | EACH | $ - 0 | |
| 40 | 515 | Waterproofing (Membrane) | 370 | SY | $ - 0 | |
| 41 | 515 | Concrete Sealer | 75 | SY | $ - 0 | |
| 42 | 601 | Concrete Class D (Bridge) | 484 | CY | $ - 0 | |
| 43 | 602 | Reinforcing Steel (Epoxy Coated) | 53203 | LB | $ - 0 | |
| 44 | 603 | 18 Inch Reinforced Concrete Pipe (Complete In Place) | 184 | LF | $ - 0 | |
| 45 | 603 | 18 Inch Reinforced Concrete End Section (Complete In Place) | 1 | EACH | $ - 0 | |
| 46 | 604 | Combination Inlet (5 foot) | 4 | EA | $ - 0 | |
| 47 | 604 | Snout | 1 | EACH | $ - 0 | |
| 48 | 606 | Guardrail Type 3 (6-3 Spacing) | 50 | LF | $ - 0 | |
| 49 | 606 | Transition Type 3G | 4 | EACH | $ - 0 | |
| 50 | 606 | Transition Type 3J | 1 | EACH | $ - 0 | |
| 51 | 606 | End Anchorage Type 3K | 1 | EACH | $ - 0 | |
| 52 | 606 | Transition (Special) | 4 | EACH | $ - 0 | |
| 53 | 606 | End Anchorage (Flared) | 3 | EACH | $ - 0 | |
| 54 | 606 | Bridge Rail Type 10M (Special) | 186 | LF | $ - 0 | |
| 55 | 608 | Concrete Sidewalk | 242 | SY | $ - 0 | |
| 56 | 608 | Detectable Warnings | 48 | SF | $ - 0 | |
| 57 | 608 | Concrete Curb Ramp Type 2A | 75 | SY | $ - 0 | |
| 58 | 609 | Curb and Gutter Type 2 (Section II-B) | 495 | LF | $ - 0 | |
| 59 | 609 | Concrete Driveway Ramp Type 1 | 2 | EACH | $ - 0 | |
| 60 | 613 | 2 Inch Electrical Conduit (Plastic) | 741 | LF | $ - 0 | |
| 61 | 613 | 6 Inch Conduit (Plastic) | 741 | LF | $ - 0 | |
| 62 | 618 | Prestressed Concrete Slab (SL21) | 2352 | SF | $ - 0 | |
| 63 | 620 | Field Office (Class 2) | 1 | EACH | $ - 0 | |
| 64 | 620 | Sanitary Facility | 1 | EACH | $ - 0 | |
| 65 | 625 | Construction Surveying | 1 | L S | $ - 0 | |
| 66 | 626 | Mobilization | 1 | L S | $ - 0 | |
| 67 | 627 | Thermoplastic Pavement Marking | 793 | SF | $ - 0 | |
| 68 | 630 | Flagging | 150 | HOUR | $ - 0 | |
| 69 | 630 | Construction Traffic Control | 1 | L S | $ - 0 | |
| 70 | 630 | Traffic Control Inspection | 180 | DAY | $ - 0 | |
| 71 | 630 | Traffic Control Management | 20 | DAY | $ - 0 | |
| 72 | 630 | Portable Message Sign Panel | 3 | EACH | $ - 0 | |
| 73 | 630 | Portable Message Sign Panel | 28 | DAY | $ - 0 | |
| 74 | 700 | F/A Minor Contract Revisions | 1 | F A | $ 231,095.00 | $ 231,095.00 |
| Contractor's Name | ||
| TOTAL…… | $ 231,095.00 | |
| (Please Print) |
Project No. 341 Replacement of Bridge No. LR13E-0.3-24E-A &"Arial,Bold"&12BID SCHEDULE
BID No. B25-16 Page &P Date: August 11, 2025 Revision Date: ___________
File details come from the government source that posted it. Updated .