Keyser_Valley_Stormwater_Bid_Form_Contract_26-2.xlsx
XLSX spreadsheet 199 KB Posted
- Attached to
- Keyser Valley Stormwater improvements contract 2 State and local contract opportunity
- Solicitation number
- 2026-ITB-122
- Issued by
- Lackawanna County, Mount Aetna CDP, Pennsylvania
About this file
This is a bid form and unit pricing table for the Keyser Valley Stormwater Improvements Contract 26-2, issued by the City of Scranton in Lackawanna County, Pennsylvania. The project encompasses comprehensive stormwater infrastructure improvements including site preparation, utility work, asphalt and concrete removal and restoration, excavation and fill operations, installation of storm drainage piping ranging from 15 inches to 54 inches in diameter, construction of inlet boxes and storm manholes at various depths, installation of channels with riprap and vegetated swales, regional basin development with clay core construction, fencing installation, lawn and vegetation restoration, and roadway surface restoration on both city and PennDOT rights-of-way. The project includes 74 line items with quantities specified for each component, including major elements such as 56,336 square yards of clear and grub work, 55,900 cubic yards of excavation, 11,000 cubic yards of clay core for the regional basin, over 3,100 linear feet of storm pipes in various sizes, and numerous structure installations. Sealed bids are due by 11:00 a.m. on Thursday, April 9, 2026, and will be opened publicly in City Council Chambers with a video recording available for public viewing on the City's YouTube channel.
The bid form is a unit pricing table format where bidders are required to enter unit prices for each line item, with all prices currently showing zero pending bidder submission. The base bid total and an alternate bid option for upgrading 2,700 linear feet of chain-link fence from 4 feet to 6 feet in height will be calculated upon completion of unit pricing. Bid submissions must be completed through the City of Scranton's e-Procurement Portal at https://secure.procurenow.com/portal/scrantonpa, and prospective bidders must register and follow the project to receive addenda notifications and maintain eligibility for consideration. No information regarding funding sources, contract term, mobilization limitations, or award timeline is contained within this bid form document.
View the file
Other files for this state and local contract opportunity
Show all 26
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
LD Cost Estimate
| ERROR:#VALUE! | UNIT PRICING TABLE | |
| Keyser Valley Stormwater Improvements | ERROR:#VALUE! | |
| City of Scranton Lackawanna County Pennsylvania | ||
| Contract 26-2 | ||
| March 25, 2026 |
| LINE ITEM | DESCRIPTION | QUANTITY | UNIT OF MEASURE | UNIT PRICE | TOTAL |
| 1 | Mobilization and Demobilization (Limited to 5% of Total Base Bid) | 1 | LS | $ - 0 | |
| 2 | Construction Survey (Layout and as Built Drawings) | 1 | LS | $ - 0 | |
| 3 | Project Maintenance and Protection of Traffic | 1 | LS | $ - 0 | |
| 4 | Erosion and Sediment Controls | 1 | LS | $ - 0 | |
| 5 | Clear & Grub | 56,336 | SY | $ - 0 | |
| 6 | Utility Test Pits | 11 | EA | $ - 0 | |
| 7 | 1.5" Mill | 7,055 | SY | $ - 0 | |
| 8 | Demolition of Storm Lines | 1 | LS | $ - 0 | |
| 9 | Asphalt Removal | 1 | LS | $ - 0 | |
| 10 | Demolition of Miscellaneous Items | 1 | LS | $ - 0 | |
| 11 | Gravel Driveway Restoration | 80 | SY | $ - 0 | |
| 12 | Asphalt Driveway Restoration within City ROW | 195 | SY | $ - 0 | |
| 13 | Asphalt Driveway Restoration within PennDOT ROW | 35 | SY | $ - 0 | |
| 14 | Concrete Driveway Restoration | 60 | SY | $ - 0 | |
| 15 | Concrete Sidewalk Restoration | 10 | SY | $ - 0 | |
| 16 | Asphalt Sidewalk Restoration | 8 | SY | $ - 0 | |
| 17 | Earthwork, Excavation | 55,900 | CY | $ - 0 | |
| 18 | Earthwork, Fill/ Spoil on Site | 55,900 | CY | $ - 0 | |
| 19 | Fine Grading | 56,336 | SY | $ - 0 | |
| 20 | Clay Core for Regional Basin | 11,000 | CY | $ - 0 | |
| 21 | 15" SLCPP with Trench Box | 212 | LF | $ - 0 | |
| 22 | 18" SLCPP with Trench Box | 206 | LF | $ - 0 | |
| 23 | 24" SLCPP with Trench Box | 180 | LF | $ - 0 | |
| 24 | 30" SLCPP with Trench Box | 515 | LF | $ - 0 | |
| 25 | 36" SLCPP with Trench Box | 222 | LF | $ - 0 | |
| 26 | 42" SLCPP with Trench Box | 578 | LF | $ - 0 | |
| 27 | 48" SLCPP with Trench Box | 756 | LF | $ - 0 | |
| 28 | 54" SLCPP with Trench Box | 1,202 | LF | $ - 0 | |
| 29 | 42" RCP with Trench Box | 152 | LF | $ - 0 | |
| 30 | Pipe Slope Anchors | 30 | EA | $ - 0 | |
| 31 | OS-1 (Regional Basin Outlet Structure) | 1 | LS | $ - 0 | |
| 32 | Concrete Anti Seep Collars for Regional Basin | 2 | EA | $ - 0 | |
| 33 | Concrete Cradle for Regional Basin | 58 | LF | $ - 0 | |
| 34 | Type M Inlet and Grate | 18 | EA | $ - 0 | |
| 35 | Type Double M Inlet and Grate | 1 | EA | $ - 0 | |
| 36 | Standard Inlet Box, Depth 2'-5' | 3 | EA | $ - 0 | |
| 37 | Standard Inlet Box, Depth 5'-10' | 3 | EA | $ - 0 | |
| 38 | Type 4 Inlet Box, Depth 5'-10' | 8 | EA | $ - 0 | |
| 39 | Type 4 Inlet Box, Depth 10'-20' | 1 | EA | $ - 0 | |
| 40 | Type 6 Inlet Box, Depth 5'-10' | 3 | EA | $ - 0 | |
| 41 | Type 6 Inlet Box, Depth 10'-20' | 1 | EA | $ - 0 | |
| 42 | Storm Manhole, Flat Top w/ Square Type 6 Box, Depth 5'-10' | 1 | EA | $ - 0 | |
| 43 | Storm Manhole, Flat Top w/ Square Type 6 Box, Depth 10'-20' | 4 | EA | $ - 0 | |
| 44 | Storm Manhole Flat Top Type 4, Depth 5'-10' | 2 | EA | $ - 0 | |
| 45 | Storm Manhole Flat Top Type 6, Depth 5'-10' | 2 | EA | $ - 0 | |
| 46 | Storm Manhole Type 4, Depth 5'-10' | 1 | EA | $ - 0 | |
| 47 | Storm Manhole Type 6, Depth 5'-10' | 5 | EA | $ - 0 | |
| 48 | Storm Manhole Type 6, Depth 10-20' | 7 | EA | $ - 0 | |
| 49 | Winged Headwall/Endwall, PennDOT Type DW 36" Pipe | 2 | EA | $ - 0 | |
| 50 | Winged Headwall/Endwall, PennDOT Type DW 42" Pipe | 1 | EA | $ - 0 | |
| 51 | Channel 2A, Vegetated Swale | 1 | LS | $ - 0 | |
| 52 | Channel 2B, Vegetated Swale | 1 | LS | $ - 0 | |
| 53 | Channel 2C, Vegetated Swale | 1 | LS | $ - 0 | |
| 54 | Channel 3, R-3 Riprap | 1 | LS | $ - 0 | |
| 55 | Channel 4, R-7 Riprap | 1 | LS | $ - 0 | |
| 56 | Channel 5, R-4 Riprap | 1 | LS | $ - 0 | |
| 57 | Rock Apron R-3 Riprap | 2 | EA | $ - 0 | |
| 58 | Rock Apron R-4 Riprap | 2 | EA | $ - 0 | |
| 59 | Rock Apron R-6 Riprap | 2 | EA | $ - 0 | |
| 60 | Residential Lawn Restoration, Seed and Top Soil | 2036 | SY | $ - 0 | |
| 61 | Seed and Top Soil | 54525 | SY | $ - 0 | |
| 62 | New Coniferous Trees | 22 | EA | $ - 0 | |
| 63 | Planting for bottom of Regional Basin | 1 | LS | $ - 0 | |
| 64 | Chain-link Fence, 4' Height | 2700 | LF | $ - 0 | |
| 65 | Double Swing Gate 14' Clear Opening | 1 | EA | $ - 0 | |
| 66 | Gravel Access Road | 1010 | SY | $ - 0 | |
| 67 | City Street, 6" 2A Stone | 2375 | SY | $ - 0 | |
| 68 | City Street, 4.5" Binder Course | 2375 | SY | $ - 0 | |
| 69 | PennDOT Road, 6" 2A Stone | 650 | SY | $ - 0 | |
| 70 | PennDOT Road, 5" Base Course | 650 | SY | $ - 0 | |
| 71 | PennDOT Road, 2.5" Binder Course | 650 | SY | $ - 0 | |
| 72 | 1.5" Wearing Course Overlay | 7055 | SY | $ - 0 | |
| 73 | 8" PennDOT Concrete Curb | 105 | LF | $ - 0 | |
| 74 | ADD ALTERNATE: Chain Link Fence, Height 6', In Lieu of 4' H Fence | 2700 | LF | $ - 0 |
COST OF BASE BID: $
COST OF ALTERNATE 1: $
&"Times New Roman,Italic"&F &"Times New Roman,Italic"&12Page &P of &N
Sheet1
File details come from the government source that posted it. Updated .