BPS - 2025 Pavement Program - Pembroke ES - Bid Tab Worksheet.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- Pavement Replacement Pembroke
- Solicitation number
- RFP-BPS-250000000150-3
- Issued by
- Berrien County, Blissfield Village, Michigan
About this file
This document is a bid tabulation worksheet for the Bid Package Specs (BPS) 2025 Pavement Program - Pembroke Elementary School (PES) project in Birmingham, Michigan. The project includes milling and full-depth pavement removal, excavation and subbase removal, installation of new aggregate base and asphalt pavement, curb and gutter work, sidewalk replacement, signage, and site restoration work at the PES campus. The bid tabulation provides a detailed list of 60 line items with estimated quantities, unit prices, and extended pricing for the base bid and three alternate bids covering additional work scopes. The bid due date is November 12, 2024, and the project includes a $30,000 contingency allowance.
The bid tabulation shows a base bid total of $30,000.00 and provides pricing alternatives for cement stabilization in Areas P-1 and P-2, hot applied rubberized asphalt sealant and asphalt seal coating in Area P-4.1, and additional pavement work in Area P-5. The worksheet indicates the project will utilize recycled asphalt pavement (RAP) credits. No other pricing terms, set asides, incumbents, funding sources, or contract renewal details are provided in this document.
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Text version
Contractor Bid Tab Form
| T24044 BPS PEMBROKE ES - BIRMINGHAM, MI- BID TABULATION | |||
| PROJECT: | BID DUE DATE: | ||
| 2020 BOND, 2025 PAVEMENT REPLACEMENT PROGRAM | |||
| - PEMBROKE ELEMENTARY SCHOOL (PES) | 11/12/24 | CONTRACTOR NAME |
| BASE BID: P-1, P-2, P-3, & P-4 | |||||
| ITEM | DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENDED PRICE |
| 1.0 | General Conditions & Mobilization | LS | 1 | $ - 0 | |
| 2.0 | Performance & Payment Bonds | LS | 1 | $ - 0 | |
| 3.0 | Contingency Allowance | LS | 1 | $ 30,000.00 |
| 4.0 | Provide Necessary Survey for Site Layout & Staking | LS | 1 | $ - 0 | |
| 5.0 | Soil Erosion Control Measures | LS | 1 | $ - 0 | |
| 6.0 | Milling 5” +/- Full Depth to Remove All Existing Pavement at Areas P-1 | SF | 5,250 | $ - 0 | |
| 7.0 | Milling 4” +/- Full Depth to Remove Existing Pavement at Areas P-2, P-3 & P-4 | SF | 64,305 | $ - 0 | |
| 8.0 | Excavate/ Remove 10" of Existing Subbase Material at Area P-1 | SF | 5,250 | $ - 0 | |
| 9.0 | Excavate/ Remove 8" of Existing Subbase Material at Area P-2 & P-3 | SF | 53,715 | $ - 0 | |
| 10.0 | Allowance for Undercutting Insufficient Sub-Base 12” at Areas P-1, P-2, P-3 & P-4 | SF | 3,215 | $ - 0 | |
| 11.0 | Provide MI-DOT 21AA Dense Graded Limestone Aggregate Base C.I.P at Area P-4 as Needed | TON | 95 | $ - 0 | |
| 12.0 | Furnish & Install 6" Underdrain as Shown on Plans | LF | 780 | $ - 0 | |
| 13.0 | Furnish & Install Geotextile Stablization Fabric at Area P-1, P-2 & P-3 | SY | 6,552 | $ - 0 | |
| 14.0 | Provide 8" of 21AA Dense Graded Limestone Aggregate Base C.I.P at Area P-2 & P-3 | SF | 53,715 | $ - 0 | |
| 15.0 | Provide 10" of 21AA Dense Graded Limestone Aggregate Base C.I.P at Area P-1 | SF | 5,250 | $ - 0 | |
| 16.0 | Finish Grade & Compact to Ensure Positive Drainage & Density at Areas P-1, P-2, P-3 & P-4 | SF | 69,555 | $ - 0 | |
| 17.0 | Provide 3" HMA MI-DOT 3C (PG 64-22) Base Course at Area P-1 | SF | 5,250 | $ - 0 | |
| 18.0 | Provide 2.5" HMA MI-DOT 3C (PG 64-22) Base Course at Area P-2, P-3 & P-4 | SF | 64,305 | $ - 0 | |
| 19.0 | Provide 2" HMA MI-DOT 4C (PG 64-22) Surface Course at Areas P-1 | SF | 5,250 | $ - 0 | |
| 20.0 | Provide 1.5" HMA MI-DOT 4C (PG 64-22) Surface Course at Areas P-2, P-3 & P-4 | SF | 64,305 | $ - 0 | |
| 21.0 | Remove Existing Concrete Curb and Gutter at Areas P-1 & P-2 | LF | 462 | $ - 0 | |
| 22.0 | Vertical Reconstruct on Existing Storm Structures Campus Wide per Detail D-3 | VF | 3 | $ - 0 | |
| 23.0 | Provide Rolled Concrete Curb at Area P-2 per Detail D-4 | LF | 117 | $ - 0 | |
| 24.0 | Provide Concrete Curb and Gutter at Areas P-1 & P-2 per Detail D-5 | LF | 345 | $ - 0 | |
| 25.0 | Provide 4' x 4' Concrete Collar per Detail D-6 | EA | 1 | $ - 0 | |
| 26.0 | Provide 4' x 8' Concrete Collar per Detail D-6 | EA | 1 | $ - 0 | |
| 27.0 | Remove & Replace Existing Concrete Approach Areas P-1.1, P-5.1 & P-5.2 per Detial D-7 | SF | 4,410 | $ - 0 | |
| 27.1 | Remove & Replace Existing Concrete Flush Curb & Gutter per Detial D-7 | LF | 145 | $ - 0 | |
| 28.0 | Concrete Pavement Full Depth Repair at Approach Area P-2.1 | SF | 25 | $ - 0 | |
| 29.0 | Remove & Replace 8" Concrete Pavement at Area P-3 per Detail D-8 | SF | 160 | $ - 0 | |
| 30.0 | Remove & Replace 6" Concrete Sidewalk per Detail D-9 & as Shown on the Plans | SF | 1,030 | $ - 0 | |
| 31.0 | Remove & Replace 6" Concrete Sidewalk Ramp per Detail D-10 in Area P-2 & as Shown on the Plans | SF | 100 | $ - 0 | |
| 32.0 | Remove & Replace Concrete Sidewalk with Integral Curb In Kind per Detail D-11 in Area P-2 & as Shown on the Plans | SF | 435 | $ - 0 | |
| 33.0 | Remove & Replace Concrete Sidewalk Ramp in Area P-2 & as Shown on the Plans per Detail D-10 | SF | 250 | $ - 0 | |
| 34.0 | Provide Additional 6" Concrete Sidwalk Flares at Areas P-3 & P-4 | SF | 100 | $ - 0 | |
| 35.0 | Remove Concrete Sidewalk with Integral Curb & Replace with Sidewalk Ramp in Area P-2 | SF | 175 | $ - 0 | |
| 36.0 | Restoration of Existing Concrete Light Pole Base at Area P-2 per Detail D-16 | EA | 4 | $ - 0 | |
| 37.0 | Remove Existing Signage, Furnish & Install 6" Bollards, Sleeve, Post & Dual ADA Signage Assembly at Area P-2 per Detail D-12 | EA | 2 | $ - 0 | |
| 38.0 | Remove Existing Signage, Furnish & Install 6" Bollards, Sleeve, Post & ADA Signage Assembly at Area P-2 per Detail D-12 | EA | 2 | $ - 0 | |
| 39.0 | Remove Existing Signage, Furnish & Install 6" Bollards, Sleeve, Post & Dual Visitor Parking Signage Assembly at Area P-2 per Detail D-12 | EA | 1 | $ - 0 | |
| 40.0 | Furnish & Install ADA Post & Signage per Detail D-13 at Area P-3 | EA | 1 | $ - 0 | |
| 41.0 | Remove & Replace Existing Signage "In Kind" Campus Wide | EA | 2 | $ - 0 | |
| 42.0 | Furnish & Install Limestone Rip Rap (1" x 3") at Area P-4 | SF | 150 | $ - 0 | |
| 43.0 | Remove & Legally Dispose of Existing Gooseneck Playground Basketball Hoop, Backboard, and Pole Assembly at Area P-4 | EA | 2 | $ - 0 | |
| 44.0 | Furnish & Install New Heavy Duty Gooseneck Playground Basketball Hoop, Backboard, and Pole Assembly at Area P-4 | EA | 4 | $ - 0 | |
| 45.0 | Restoration Campus Wide of Areas Effected by Construction | LS | 1 | $ - 0 | |
| 46.0 | Paint Striping Campus Wide Per Proposed Striping Plan | LS | 1 | $ - 0 | |
| 47.0 | Recycled Asphalt Pavement “RAP” Credit | TON | 1,740 | $ - 0 | |
| BASE BID TOTAL: | $ 30,000.00 | ||||
| ALTERNATE BID 1: P-1, & P-2 Cement Stabilization | |||||
| 8.1 | Excavate/ Remove 10" of Existing Subbase Material at Area P-1 | SF | -5,250 | $ - 0 | |
| 9.1 | Excavate/ Remove 8" of Existing Subbase Material at Area P-2 | SF | -44,645 | $ - 0 | |
| 13.1 | Furnish & Install Stablization Fabric at Area P-1, P-2 | SY | -5,540 | $ - 0 | |
| 14.1 | Provide 8" of MI-DOT 21AA Dense Graded Limestone Aggregate Base C.I.P at Area P-2 | SF | 44,645 | $ - 0 | |
| 15.1 | Provide 10" of MI-DOT 21AA Dense Graded Limestone Aggregate Base C.I.P at Area P-1 | SF | -5,250 | $ - 0 | |
| 48.0 | Provide Cement Stablization in Areas P-1 & P-2 | SF | 49,895 | $ - 0 | |
| ALTERNATE BID 1 TOTAL: | $ - 0 | ||||
| ALTERNATE BID 2: P-4.1 | |||||
| 49.0 | Furnish & Place Hot Applied Rubberized Asphalt Pavement Selant at Area P-4.1 | LF | 800 | $ - 0 | |
| 50.0 | Furnish & Apply Asphalt Seal Coat at Area P-4.1 | SF | 6,000 | $ - 0 | |
| 51.0 | Perform Asphalt Full Depth Repairs at Area P-4.1 | SF | 300 | $ - 0 | |
| ALTERNATE BID 2 TOTAL: | $ - 0 | ||||
| ALTERNATE BID 3: P-5 | |||||
| 52.0 | Milling 4” +/- Full Depth to Remove All Existing Pavement at Area P-5 | SF | 7,225 | $ - 0 | |
| 53.0 | Excavate/ Remove 8" of Existing Subbase Material at Area P-5 | SF | 7,225 | $ - 0 | |
| 54.0 | Provide 8" of Graded Limestone Aggregate Base C.I.P at Area P-5 | SF | 7,225 | $ - 0 | |
| 56.0 | Furnish & Intall Stablization Fabric at Area P-5 | SY | 805 | $ - 0 | |
| 57.0 | Finish Grade & Compact to Ensure Positive Drainage & Density at Area P-5 | SF | 7,225 | $ - 0 | |
| 58.0 | Provide 2.5" HMA MI-DOT 3C (PG 64-22) Base Course at Area P-5 | SF | 7,225 | $ - 0 | |
| 59.0 | Provide 1.5" HMA MI-DOT 4C (PG 64-22) Surface Course at Area P-5 | SF | 7,225 | $ - 0 | |
| 60.0 | Recycled Asphalt Pavement “RAP” Credit | TON | 250 | $ - 0 | |
| ALTERNATE BID 3 TOTAL: | $ - 0 | ||||
| GRAND TOTAL (BASE + ALTERNATES): | $ 30,000.00 |
File details come from the government source that posted it. Updated .