SLED Opportunity · CONNECTICUT · CITY OF BRISTOL
AI Summary
The City of Bristol seeks bids for roadway reconstruction, drainage, and related municipal construction services on an as-needed basis through 2027. Work includes excavation, catch basin and pipe installation, pavement patching, and traffic control. Electronic bids due April 23, 2026.
The City of Bristol is seeking bids for roadway reconstruction / drainage and miscellaneous work at various locations within the City of Bristol, to be provided on an as-needed basis for the period through December 31, 2027. **Project Type**: ITB - Invitation to Bid **Source ID**: PU.AG.USA.2889749.C20667201 **Piggyback Contract**: No **Question Acceptance Deadline**: 04/09/2026 04:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: City of Bristol - Bristol, CT **Reference Number**: 0000417888 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Documents | Documents defining the proposal | No | No | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Code Description UOM Qty | | 1 Earth Excavation and refill for test pits Each 2 2 Earth Excavation and Bank Run Gravel Refill Below Subgrade Cubic Yard 150 3 Furnish and Construct Type “C” Catch Basin with Concrete Curb Inlet and 2’ Deep Sump, 0’ to 6’ Deep Each 5 4 Furnish and Construct Type “C” Catch Basin with Concrete Curb Inlet on Slab Base, 0’ to 6’ Deep Each 5 5 Replace Existing Remove/Type “C” Catch Basin Structure equipped with a 2’ Deep Sump, 0’ to 6’ Deep Each 10 6 Remove/Replace Existing Type “C” Poured in Place Catch Basin Structure equipped with a 2’ Deep Sump, 0’ to 6’ Deep Each 10 7 Remove/Replace Existing Type “C” and “CL” “Old Style” Top on Existing Poured in Place Catch Basin Base Each 10 8 Furnish and Replace Type “C”, “C-L” or “C-M” Catch Basin Tops on Existing Base Each 200 9 Furnish and Replace Double Type “C” and “CL” Catch Basin Tops on Existing Base Each 5 10 Rebuild Existing Catch Basin Vertical Feet 200 11 Furnish and construct manhole on slab base, 0’ to 6’ ft deep Each 5 12 Installation of dissimilar pipe coupler 12” Each 20 13 Installation of dissimilar pipe coupler 15” Each 20 14 Installation of dissimilar pipe coupler 18” Each 20 15 Installation of dissimilar pipe coupler 24” Each 9 16 Installation of dissimilar pipe bends 22 degree Each 5 17 Installation of dissimilar pipe bends 45 degree Each 5 18 Installation of dissimilar pipe bends 90 degree Each 5 19 Installation of concrete to plastic pipe adapters 12” (“slip-ins”) Each 25 20 Installation of concrete to plastic pipe adapters 15” (“slip-ins”) Each 15 21 Installation of concrete to plastic pipe adapters 18” (“slip-ins”) Each 10 22 Furnish and install 12” Diam. Corrugated Polyethylene HDPE Drainage pipe, Solid (Type S), 0’ to 6’ deep. Linear Foot/Feet 200 23 Furnish and Install 15” Diam. Corrugated Polyethylene HDPE Drainage Pipe, Solid (Type S), 0’ to 6’ Deep Linear Foot/Feet 75 24 Furnish and Install 18” Diam. Corrugated Polyethylene HDPE Drainage Pipe, Solid (Type S), 0’ to 6’ Deep Linear Foot/Feet 20 25 Furnish and Install 6” Diam. Perforated PVC underdrain / curtain drain pipe, 0’ to 4’ deep Linear Foot/Feet 100 26 Pavement Patch Linear Foot/Feet 200 27 Two (2”) Inch Compacted Thickness Bituminous Concrete Driveway / Existing Base Square Yard 100 28 3” Inch Compacted Thickness Bituminous Concrete Driveway Apron Square Yard 100 29 Six (6”) Inch High Bituminous Curbing; complete in place as ordered by the Engineer Linear Foot/Feet 100 30 5” Concrete Sidewalk Square Yard 40 31 Loam, Fertilizing, Seeding Linear Foot/Feet 500 32 Uniformed traffic control allowance - bidders should enter $20,000 for this allowance Lump-Sum 1 | 1 | Earth Excavation and refill for test pits | Each | 2 | 2 | Earth Excavation and Bank Run Gravel Refill Below Subgrade | Cubic Yard | 150 | 3 | Furnish and Construct Type “C” Catch Basin with Concrete Curb Inlet and 2’ Deep Sump, 0’ to 6’ Deep | Each | 5 | 4 | Furnish and Construct Type “C” Catch Basin with Concrete Curb Inlet on Slab Base, 0’ to 6’ Deep | Each | 5 | 5 | Replace Existing Remove/Type “C” Catch Basin Structure equipped with a 2’ Deep Sump, 0’ to 6’ Deep | Each | 10 | 6 | Remove/Replace Existing Type “C” Poured in Place Catch Basin Structure equipped with a 2’ Deep Sump, 0’ to 6’ Deep | Each | 10 | 7 | Remove/Replace Existing Type “C” and “CL” “Old Style” Top on Existing Poured in Place Catch Basin Base | Each | 10 | 8 | Furnish and Replace Type “C”, “C-L” or “C-M” Catch Basin Tops on Existing Base | Each | 200 | 9 | Furnish and Replace Double Type “C” and “CL” Catch Basin Tops on Existing Base | Each | 5 | 10 | Rebuild Existing Catch Basin | Vertical Feet | 200 | 11 | Furnish and construct manhole on slab base, 0’ to 6’ ft deep | Each | 5 | 12 | Installation of dissimilar pipe coupler 12” | Each | 20 | 13 | Installation of dissimilar pipe coupler 15” | Each | 20 | 14 | Installation of dissimilar pipe coupler 18” | Each | 20 | 15 | Installation of dissimilar pipe coupler 24” | Each | 9 | 16 | Installation of dissimilar pipe bends 22 degree | Each | 5 | 17 | Installation of dissimilar pipe bends 45 degree | Each | 5 | 18 | Installation of dissimilar pipe bends 90 degree | Each | 5 | 19 | Installation of concrete to plastic pipe adapters 12” (“slip-ins”) | Each | 25 | 20 | Installation of concrete to plastic pipe adapters 15” (“slip-ins”) | Each | 15 | 21 | Installation of concrete to plastic pipe adapters 18” (“slip-ins”) | Each | 10 | 22 | Furnish and install 12” Diam. Corrugated Polyethylene HDPE Drainage pipe, Solid (Type S), 0’ to 6’ deep. | Linear Foot/Feet | 200 | 23 | Furnish and Install 15” Diam. Corrugated Polyethylene HDPE Drainage Pipe, Solid (Type S), 0’ to 6’ Deep | Linear Foot/Feet | 75 | 24 | Furnish and Install 18” Diam. Corrugated Polyethylene HDPE Drainage Pipe, Solid (Type S), 0’ to 6’ Deep | Linear Foot/Feet | 20 | 25 | Furnish and Install 6” Diam. Perforated PVC underdrain / curtain drain pipe, 0’ to 4’ deep | Linear Foot/Feet | 100 | 26 | Pavement Patch | Linear Foot/Feet | 200 | 27 | Two (2”) Inch Compacted Thickness Bituminous Concrete Driveway / Existing Base | Square Yard | 100 | 28 | 3” Inch Compacted Thickness Bituminous Concrete Driveway Apron | Square Yard | 100 | 29 | Six (6”) Inch High Bituminous Curbing; complete in place as ordered by the Engineer | Linear Foot/Feet | 100 | 30 | 5” Concrete Sidewalk | Square Yard | 40 | 31 | Loam, Fertilizing, Seeding | Linear Foot/Feet | 500 | 32 | Uniformed traffic control allowance - bidders should enter $20,000 for this allowance | Lump-Sum | 1 | | | 1 | Earth Excavation and refill for test pits | Each | 2 | | 2 | Earth Excavation and Bank Run Gravel Refill Below Subgrade | Cubic Yard | 150 | | 3 | Furnish and Construct Type “C” Catch Basin with Concrete Curb Inlet and 2’ Deep Sump, 0’ to 6’ Deep | Each | 5 | | 4 | Furnish and Construct Type “C” Catch Basin with Concrete Curb Inlet on Slab Base, 0’ to 6’ Deep | Each | 5 | | 5 | Replace Existing Remove/Type “C” Catch Basin Structure equipped with a 2’ Deep Sump, 0’ to 6’ Deep | Each | 10 | | 6 | Remove/Replace Existing Type “C” Poured in Place Catch Basin Structure equipped with a 2’ Deep Sump, 0’ to 6’ Deep | Each | 10 | | 7 | Remove/Replace Existing Type “C” and “CL” “Old Style” Top on Existing Poured in Place Catch Basin Base | Each | 10 | | 8 | Furnish and Replace Type “C”, “C-L” or “C-M” Catch Basin Tops on Existing Base | Each | 200 | | 9 | Furnish and Replace Double Type “C” and “CL” Catch Basin Tops on Existing Base | Each | 5 | | 10 | Rebuild Existing Catch Basin | Vertical Feet | 200 | | 11 | Furnish and construct manhole on slab base, 0’ to 6’ ft deep | Each | 5 | | 12 | Installation of dissimilar pipe coupler 12” | Each | 20 | | 13 | Installation of dissimilar pipe coupler 15” | Each | 20 | | 14 | Installation of dissimilar pipe coupler 18” | Each | 20 | | 15 | Installation of dissimilar pipe coupler 24” | Each | 9 | | 16 | Installation of dissimilar pipe bends 22 degree | Each | 5 | | 17 | Installation of dissimilar pipe bends 45 degree | Each | 5 | | 18 | Installation of dissimilar pipe bends 90 degree | Each | 5 | | 19 | Installation of concrete to plastic pipe adapters 12” (“slip-ins”) | Each | 25 | | 20 | Installation of concrete to plastic pipe adapters 15” (“slip-ins”) | Each | 15 | | 21 | Installation of concrete to plastic pipe adapters 18” (“slip-ins”) | Each | 10 | | 22 | Furnish and install 12” Diam. Corrugated Polyethylene HDPE Drainage pipe, Solid (Type S), 0’ to 6’ deep. | Linear Foot/Feet | 200 | | 23 | Furnish and Install 15” Diam. Corrugated Polyethylene HDPE Drainage Pipe, Solid (Type S), 0’ to 6’ Deep | Linear Foot/Feet | 75 | | 24 | Furnish and Install 18” Diam. Corrugated Polyethylene HDPE Drainage Pipe, Solid (Type S), 0’ to 6’ Deep | Linear Foot/Feet | 20 | | 25 | Furnish and Install 6” Diam. Perforated PVC underdrain / curtain drain pipe, 0’ to 4’ deep | Linear Foot/Feet | 100 | | 26 | Pavement Patch | Linear Foot/Feet | 200 | | 27 | Two (2”) Inch Compacted Thickness Bituminous Concrete Driveway / Existing Base | Square Yard | 100 | | 28 | 3” Inch Compacted Thickness Bituminous Concrete Driveway Apron | Square Yard | 100 | | 29 | Six (6”) Inch High Bituminous Curbing; complete in place as ordered by the Engineer | Linear Foot/Feet | 100 | | 30 | 5” Concrete Sidewalk | Square Yard | 40 | | 31 | Loam, Fertilizing, Seeding | Linear Foot/Feet | 500 | | 32 | Uniformed traffic control allowance - bidders should enter $20,000 for this allowance | Lump-Sum | 1 |
SLED stands for State, Local, and Education. These are solicitations issued by state governments, counties, cities, school districts, utilities, and higher education institutions — as opposed to federal agencies.
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