Active SLED Opportunity · CALIFORNIA · CITY OF LOS ALAMITOS
AI Summary
The City of Los Alamitos seeks bids for street improvements on Reagan Street including asphalt overlay, curb and gutter replacement, sidewalk repairs, and ADA ramp modifications. Bids due May 14, 2026, with a pre-bid conference on May 5, 2026.
The City of Los Alamitos proposes to grind and overlay various residential streets throughout the City as part of the City's ongoing pavement management program. The project will also replace damaged curb & gutter and lifted sidewalk to correct drainage. ADA curb ramps will be modified to current codes as necessary for accessibility. The project includes the following street: Reagan St from Farquhar Ave to Katella Ave. **Project Type**: RFB - Request for Bid (Formal) **Source ID**: PU.AG.USA.2526713.C17401776 **Piggyback Contract**: No **Question Acceptance Deadline**: 05/04/2026 02:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: City of Los Alamitos **Reference Number**: 0000420699 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Proposal | Bid Proposal | Yes | No | | Bid Schedule | Bid Schedule | Yes | No | | Bid Bond | Bid Bond | Yes | No | | Bid Guarantee | Bid Guarantee | Yes | No | | Bidder Information | Bidder Information | Yes | No | | Experience Statement | Experience Statement | Yes | No | | Designation of Suppliers and Subcontractors | Designation of Suppliers and Subcontractors | Yes | No | | Non-Collusion Affidavit | Non-Collusion Affidavit | Yes | No | **Pre-Bidding Events**: Event Type: Prebid Conference | Attendance: Recommended | Event date: 05/05/2026 02:00 PM EDT | Location: Microsoft Teams Meeting | Event Note: Join: https://teams.microsoft.com/meet/23732131687947?p=erJ0zvDVkRhULD0mzI Meeting ID: 237 321 316 879 47 Passcode: gD2sb6LE **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Code Description UOM Qty | | A1 Unclassified Excavation Cubic Yard 250 A2 Cold Mill 2-Inch Uniform Depth Including Any Asphalt Concrete Above Lop of Gutter Square Foot/Feet 38000 A3 Construct 2-Inch Thick Asphalt Rubber Hot Mix (ARHM GG-C 64-16) Overlay Ton 459 A4 Construct 5.5-Inch Asphalt Concrete Pavement Ton 210 A5 Construct 8-Inch Crushed Aggregate Base Cubic Yard 150 A6 Remove Existing And Construct 4-Inch Thick P.C.C. Sidewalk Per SPPWC STD Plan 113-2 Square Foot/Feet 1160 A7 Remove Existing And Construct Curb And Gutter Per Std Plan 120-3, Type A2-8. Match Existing Gutter Width Linear Foot/Feet 330 A8 Remove Existing And Construct Curb Ramp Per SPPWC STD Plan 111-5, Case And Type Per Plan Each 6 A9 Remove Existing And Construct 4-Inch Thick P.C.C. Residential Driveway Approach Per Detail Square Foot/Feet 660 A10 Remove Existing And Construct 6-Inch Thick P.C.C. Commercial Driveway Approach Per SPPWC STD Plan 110-2, Match Existing Type And Width Square Foot/Feet 960 A11 Remove And Construct Cross/Longitudinal Gutter And/Or Spandrel Per SPPWC STD Plan 122-3 Square Foot/Feet 4200 A12 Remove And Construct Portion Of Curb Drain Per SPPWC STD Plan 150-3. Match Existing Case, Slope, N, And Material. Connect To Existing Drain Behind Curb Face And/Or Back Of Walk Each 2 A13 Re-Establish Monuments. Centerline Ties, Corner Ties Or Any Other Survey Markers Each 2 A14 Adjust Water Valve To Grade Each 11 A15 Adjust Gas Valve To Grade Each 1 A16 Adjust Manhole To Grade Each 3 A17 Adjust Sewer Cleanout To Grade Each 1 A18 Install Signing And Striping Complete Per Plans Lump-Sum 1 A19 Implement Traffic Control (NTE Amount) Dollar 10000 A20 Site Maintenance (NTE Amount) Dollar 5000 A21 Project Information Sign Each 1 | A1 | Unclassified Excavation | Cubic Yard | 250 | A2 | Cold Mill 2-Inch Uniform Depth Including Any Asphalt Concrete Above Lop of Gutter | Square Foot/Feet | 38000 | A3 | Construct 2-Inch Thick Asphalt Rubber Hot Mix (ARHM GG-C 64-16) Overlay | Ton | 459 | A4 | Construct 5.5-Inch Asphalt Concrete Pavement | Ton | 210 | A5 | Construct 8-Inch Crushed Aggregate Base | Cubic Yard | 150 | A6 | Remove Existing And Construct 4-Inch Thick P.C.C. Sidewalk Per SPPWC STD Plan 113-2 | Square Foot/Feet | 1160 | A7 | Remove Existing And Construct Curb And Gutter Per Std Plan 120-3, Type A2-8. Match Existing Gutter Width | Linear Foot/Feet | 330 | A8 | Remove Existing And Construct Curb Ramp Per SPPWC STD Plan 111-5, Case And Type Per Plan | Each | 6 | A9 | Remove Existing And Construct 4-Inch Thick P.C.C. Residential Driveway Approach Per Detail | Square Foot/Feet | 660 | A10 | Remove Existing And Construct 6-Inch Thick P.C.C. Commercial Driveway Approach Per SPPWC STD Plan 110-2, Match Existing Type And Width | Square Foot/Feet | 960 | A11 | Remove And Construct Cross/Longitudinal Gutter And/Or Spandrel Per SPPWC STD Plan 122-3 | Square Foot/Feet | 4200 | A12 | Remove And Construct Portion Of Curb Drain Per SPPWC STD Plan 150-3. Match Existing Case, Slope, N, And Material. Connect To Existing Drain Behind Curb Face And/Or Back Of Walk | Each | 2 | A13 | Re-Establish Monuments. Centerline Ties, Corner Ties Or Any Other Survey Markers | Each | 2 | A14 | Adjust Water Valve To Grade | Each | 11 | A15 | Adjust Gas Valve To Grade | Each | 1 | A16 | Adjust Manhole To Grade | Each | 3 | A17 | Adjust Sewer Cleanout To Grade | Each | 1 | A18 | Install Signing And Striping Complete Per Plans | Lump-Sum | 1 | A19 | Implement Traffic Control (NTE Amount) | Dollar | 10000 | A20 | Site Maintenance (NTE Amount) | Dollar | 5000 | A21 | Project Information Sign | Each | 1 | | | A1 | Unclassified Excavation | Cubic Yard | 250 | | A2 | Cold Mill 2-Inch Uniform Depth Including Any Asphalt Concrete Above Lop of Gutter | Square Foot/Feet | 38000 | | A3 | Construct 2-Inch Thick Asphalt Rubber Hot Mix (ARHM GG-C 64-16) Overlay | Ton | 459 | | A4 | Construct 5.5-Inch Asphalt Concrete Pavement | Ton | 210 | | A5 | Construct 8-Inch Crushed Aggregate Base | Cubic Yard | 150 | | A6 | Remove Existing And Construct 4-Inch Thick P.C.C. Sidewalk Per SPPWC STD Plan 113-2 | Square Foot/Feet | 1160 | | A7 | Remove Existing And Construct Curb And Gutter Per Std Plan 120-3, Type A2-8. Match Existing Gutter Width | Linear Foot/Feet | 330 | | A8 | Remove Existing And Construct Curb Ramp Per SPPWC STD Plan 111-5, Case And Type Per Plan | Each | 6 | | A9 | Remove Existing And Construct 4-Inch Thick P.C.C. Residential Driveway Approach Per Detail | Square Foot/Feet | 660 | | A10 | Remove Existing And Construct 6-Inch Thick P.C.C. Commercial Driveway Approach Per SPPWC STD Plan 110-2, Match Existing Type And Width | Square Foot/Feet | 960 | | A11 | Remove And Construct Cross/Longitudinal Gutter And/Or Spandrel Per SPPWC STD Plan 122-3 | Square Foot/Feet | 4200 | | A12 | Remove And Construct Portion Of Curb Drain Per SPPWC STD Plan 150-3. Match Existing Case, Slope, N, And Material. Connect To Existing Drain Behind Curb Face And/Or Back Of Walk | Each | 2 | | A13 | Re-Establish Monuments. Centerline Ties, Corner Ties Or Any Other Survey Markers | Each | 2 | | A14 | Adjust Water Valve To Grade | Each | 11 | | A15 | Adjust Gas Valve To Grade | Each | 1 | | A16 | Adjust Manhole To Grade | Each | 3 | | A17 | Adjust Sewer Cleanout To Grade | Each | 1 | | A18 | Install Signing And Striping Complete Per Plans | Lump-Sum | 1 | | A19 | Implement Traffic Control (NTE Amount) | Dollar | 10000 | | A20 | Site Maintenance (NTE Amount) | Dollar | 5000 | | A21 | Project Information Sign | Each | 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.
SamSearch Platform
AI-powered intelligence for the right opportunities, the right leads, and the right time.