1-B1 - 2026 ADA Project Bid tab.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- Not on record
- Issued by
- Lancaster County, Pennsylvania
About this file
This is a bid tab spreadsheet for the City of Lancaster, Pennsylvania's 2026 ADA Curb Ramps Project, detailing unit pricing for mobilization, traffic control, general conditions, and standard construction items across ten project locations (Parts A through K) spanning various streets including Plum Street, Chestnut Street, James Street, Euclid Avenue, Ross Street, High Street, Shippen Street, Laurel Street, Christian Street, and Queen Street. The project involves the replacement of existing curbs, sidewalks, and construction of ADA-compliant curb ramps. Bids are due online through PennBid by April 22, 2026, at 11:00 AM, with a non-mandatory pre-bid conference scheduled for April 8, 2026, at 11:00 AM via Microsoft Teams. The work includes curb construction (438 linear feet), pavement restoration (975 square feet), concrete ramp and driveway replacements (1,318 and 525 square feet respectively), sidewalk and ramp transitions (1,827 square feet), and truncated domes (44 units), along with contingency items for potential utility adjustments, tree removal, drainage work, and specialty repairs.
The bid tab contains line items across three parts with quantities and unit price columns currently showing zero values, indicating this is a template for bidders to complete. Part 1 includes a project schedule submittal and ten location-specific lump sum line items; Part 2 provides estimated quantities for standard unit pricing items subject to increase or decrease based on program participation; and Part 3 lists 21 contingency items for unforeseen conditions such as inlet installations, utility grade adjustments, tree removal, and specialized repairs. The project is partially funded through a Community Development Block Grant (CDBG) from the U.S. Department of Housing and Urban Development (HUD) and is subject to prevailing wage requirements, Steel Products Procurement Act compliance, and nondiscrimination provisions. The City will select the lowest responsible bidder based not solely on price but also on quality of services, responsiveness, past performance, and ability to handle the proposed work volume.
View the file
Other files
Show 40 more
Latest 50 of 61 listed here. See the rest on GovTribe.
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
Bid Tab
| PART 1 CURB AND SIDEWALK NOTICE WORK | ||||||
| PART 1 MOBILIZATION, TRAFFIC CONTROL AND GENERAL CONDITIONS | ||||||
| Reference Item | Description | UOM | Quantity | Unit Price | Total | |
| 1-1 | SCH-1 Project schedule (includes: initial project schedule by project number, with monthly updates detailing progression by block at a minimum) | LS | 1 | $ - 0 | ||
| 1-2 | PART A- N-S Plum St | LS | 1 | $ - 0 | ||
| 1-3 | PART B - E. Chestnut St. | LS | 1 | $ - 0 | ||
| 1-4 | PART C - W James St | LS | 1 | $ - 0 | ||
| 1-5 | PART D - Euclid Ave. | LS | 1 | $ - 0 | ||
| 1-6 | PART E - E. James St & Cherry St. | LS | 1 | $ - 0 | ||
| 1-7 | PART F - E. Ross St. & Alley 103NE | LS | 1 | $ - 0 | ||
| 1-8 | PART G - High St. & Alley 170SW | LS | 1 | $ - 0 | ||
| 1-9 | PART H - N. Shippen St. & Alley 49NE | LS | 1 | $ - 0 | ||
| 1-10 | PART I - Laurel St. & High St. | LS | 1 | $ - 0 | ||
| 1-11 | PART J - S. Christian St. & Dauphin St. | LS | 1 | $ - 0 | ||
| 1-12 | PART K - N. Queen St. & W. Walnut St. | LS | 1 | $ - 0 | ||
| $ - 0 | PART 1 TOTAL |
| PART 2 STANDARD UNIT PRICING (Projects A-K) These quantities are estimates and are subject to increase or decrease depending on program participation. | ||||||
| Reference Number | Description | UOM | Quantity | Unit Price | Total | |
| 2-1 | Curb construction - Including all necessary demolition, excavation, stone, backfill, and lawn/planting restorations. | LF | 438 | $ - 0 | ||
| 2-2 | Pavement restoration - Including all necessary demolition, excavation, stone, 5" base course and 1.5" wearing course (SF) | SF | 975 | $ - 0 | ||
| 2-3 | 6" Concrete Ramp/Driveway replacement - Including all necessary demolition, excavation, stone, backfill, and lawn/planting restorations. | SF | 1318 | $ - 0 | ||
| 2-4 | 4" Sidewalk or ramp transition construction - Including all necessary demolition, excavation, stone, backfill, and lawn/planting restorations. | SF | 1827 | $ - 0 | ||
| 2-5 | 8" concrete driveway apron - Including all necessary reinforcement, demolition, excavation, stone, backfill, and lawn/planting restorations. | SF | 525 | $ - 0 | ||
| 2-6 | Truncated Domes, furnish and install | EA | 44 | $ - 0 | ||
| $ - 0 | PART 2 TOTAL | |||||
| $ - 0 | PART 1 & 2 TOTAL |
| PART 3 Contingency Items | ||||||
| Reference Number | Description | UOM | Quantity | Unit Price | Total | |
| 3-1 | Inlet Type M Top, furnish and install (includes any excavation and restoration needed) | EA | 1 | $ - 0 | ||
| 3-2 | Inlet Type C Top, furnish and install (includes any excavation and restoration needed) | EA | 1 | $ - 0 | ||
| 3-3 | Standard Inlet Box, furnish and install(includes any excavation and restoration needed) | EA | 1 | $ - 0 | ||
| 3-4 | 8" to 12" SDR-35 stormwater piping, including fittings and connections to structures (includes any excavation and restoration needed) | LF | 10 | $ - 0 | ||
| 3-5 | PVC Sign Post Sleeves, 4" diameter | EA | 10 | $ - 0 | ||
| 3-6 | Tree Removal as directed, including stump grinding (up to 18" diameter) | EA | 1 | $ - 0 | ||
| 3-7 | Tree Removal as directed, including stump grinding (greater than 18" diameter) | EA | 2 | $ - 0 | ||
| 3-8 | Misc. Rock Removal | CY | 5 | $ - 0 | ||
| 3-9 | Utility Grade Adjustment (this item to be used for grade adjustments require materials provided by contractor, all other adjustments are incidental to sidewalk items) | EA | 15 | $ - 0 | ||
| 3-10 | Monument Adjustment by a Professional Licensed Surveyor | EA | 5 | $ - 0 | ||
| 3-11 | Sewer Lateral Repair by a Licensed Plumber | EA | 1 | $ - 0 | ||
| 3-12 | Cheek Wall or Retention Wall, less than 12" height, for minor ADA grade changes only | LF | 70 | $ - 0 | ||
| 3-13 | Inlet Snout / Debris Separator | EA | 1 | $ - 0 | ||
| 3-14 | Inlet trap, 90-degree SDR/PVC elbow | EA | 1 | $ - 0 | ||
| 3-15 | Residential stair conflict, tread adjustment or replacement to meet IBC | LF | 15 | $ - 0 | ||
| 3-16 | Manual excavation, as directed. (Item to be used for work near trees or other conflicts where non-mechanical excavation is required) | CY | 5 | $ - 0 | ||
| 3-17 | Trench Drain (ADA Compliant) | LF | 10 | $ - 0 | ||
| 3-18 | PVC Downspout Leader (under sidewalk/through curb) 6" diameter and below | LF | 10 | $ - 0 | ||
| 3-19 | Reset Brick Sidewalk (includes setting bed, replacement brick necessary, etc) | SF | 80 | $ - 0 | ||
| 3-20 | Detectable Warning Surface Brick (furnish & install) | SF | 30 | $ - 0 | ||
| 3-21 | Radial Detectable Warning Surface Tiles (furnish & install) | SF | 23 | $ - 0 | ||
| $ - 0 | PART 3 TOTAL | |||||
| $ - 0 | PARTS 1-3 TOTAL |
Locations
| Part | Street | Limit of Work | ADA Ramp Locations - Notes | ||||||||||
| (cr - corner) | Total Singles | Total Doubles | Total Driveway Aprons | Extra Qty | |||||||||
| (Refer to Contingency Items) | Curb construction | Pavement repair (Base/Wearing) | 6" Concrete Ramp/Driveway | 4" Sidewalk or ramp transition construction | 8" Concrete driveway apron | Truncated Domes, furnish and install | |||||||
| Qty (LF) | Qty (SF) | Qty (SF) | Qty (SF) | Qty (SF) | Qty (EA) | ||||||||
| A | N-S Plum St | John to E. Fulton | 1 double @ Fulton, SW cr | 0 | 1 | 0 | 40 | 60 | 85 | 150 | 0 | 2 | |
| B | E. Chestnut St. | N. Queen St. to Eastern City Limit | Repair @ SE Queen (raise Chestnut Crossing) |
Repair @ SW Duke Double @ SW Shippen Repair @ NE Plum Cut in singles @ SW/NW Ann DWS Repair @ NW/SW Marshall DWS Repair @ SE Franklin DWS Repair @ SE Franklin Repairs @ NW/NE Broad 2 1 0 80 sf Brick Reset 30 sf DWS Brick (Replacement)
| 1 Monument box replacement NW | 65 | 99 | 350 | 176 | 0 | 15 |
| C | W James St | N Mary St to College Ave | 4 doubles @ Pine |
1 double @ Nevin, SE cr
| 1 single @ Nevin, NE cr | 0 | 5 | 1 | 25lf Cheekwall | 225 | 400 | 425 | 825 | 160 | 12 |
| D | Euclid Ave. | Alley 190 SW | ||||||||
| Alley 191 SW | 1 Driveway @ Alley 190SW | |||||||||
| Driveway repair @ Alley 191SW | 0 | 0 | 2 | 64 | 64 | 165 | 4 | |||
| E | E James St | N Cherry St | Refer to concept drawing |
1 single, north side 1 blended transition, SE corner
| Pavement regrading thru crosswalk | 1 | 1 | 0 | 23SF radial tile DWS | 30 | 186 | 134 | 131 | 0 | 1 | ||||
| F | E Ross St | Alley 103NE | 1 driveway apron @ Alley 103NE | 0 | 0 | 1 | 21 | 110 | 175 | 80 | 2 | |||
| G | High St | Alley 170SW | 2 Singles @ Alley 170SW | 2 | 0 | 0 | 40 | 60 | 100 | 150 | 0 | 2 | ||
| H | N. Shippen St. | Alley 49NE | 1 Driveway apron | 0 | 0 | 1 | 17 | 60 | 60 | 120 | 2 | |||
| I | Laurel St. | High St. | NW cr, repairs due to settlement | 80 | 2 | |||||||||
| J | S. Christian St. | Dauphin St. | NE cr, repairs due to settlement | 40 | 96 | 1 | ||||||||
| K | N. Queen St. | W. Walnut St. | NW cr, Ramp Repair DWS replacement | 40 | 1 | |||||||||
| Totals | 5 | 8 | 5 | 438 | 975 | 1318 | 1827 | 525 | 44 |
File details come from the government source that posted it. Updated .