Contractor Fillable Bid Form.xlsx
XLSX spreadsheet 78 KB Posted
- Attached to
- 2025 Pavement Replacement Transportation Center
- Solicitation number
- RFP-BPS-250000001238-3
- Issued by
- Macomb County, Blissfield Village, Michigan
About this file
This is a contractor bid form for a Transportation Center 2025 Pavement Replacement Program, with bids due on February 25, 2025, at 2:00 PM. The project involves extensive pavement replacement work across multiple areas (P-1 through P-6.4), including milling of existing pavement, excavation of subbase material, installation of new pavement, stormwater system improvements, and various concrete work. The scope includes approximately 122,690 SF of 5-inch milling, 44,585 SF of 4-inch milling, installation of Portland cement stabilization, underdrain systems, and new HMA pavement courses. The project also includes the installation of a 78-inch CMP stormwater detention system and various precast concrete storm structures.
The bid form includes a base bid with 47 line items and three alternate bids. A $60,000 contingency allowance is built into the base bid. The project includes both administrative submittals and scheduling requirements for the base bid and each alternate. Required submissions include a bid bond, familial disclosure form, compliance with school safety initiative legislation, Iran Economic Sanctions Act compliance, and non-collusive affidavit. The form includes provisions for RAP (Recycled Asphalt Pavement) credit and requires acknowledgment of Addendum No. 1.
View the file
Other files
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
Transportation Center Bid Form
| ERROR:#VALUE! | ENGINEERS ESTIMATE |
| 2020 BOND, 2025 PAVEMENT REPLACEMENT PROGRAM |
TRANSPORTATION CENTER - BID DUE 02/25/2025 @ 2:00 PM
| ADDENDA ACKNOWLEDGED | |||||
| ADDENDUM No. 1 - ACKNOWLEDGED: | |||||
| BASE BID: P-2, P-3, P-3.1, P-4, P-5 & P-5.1 | |||||
| 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 | $ 60,000.00 | $ 60,000.00 |
| 4.0 | Construction Survey & Staking | LS | 1 | $ - 0 | |
| 5.0 | Soil Erosion & Sedimentation Control | LS | 1 | $ - 0 | |
| 6.0 | Milling 5” +/- Full Depth to Remove All Existing Pavement at Areas P-2, P-5 & P-5.1 as shown on Sheet 16 per Detail on Sheet-15 | SF | 122,690 | $ - 0 | |
| 7.0 | Milling 4” +/- Full Depth to Remove Existing Pavement at Areas P-3, P-3.1 & P-4 as shown on Sheet 16 per Detail on Sheet-15 | SF | 44,585 | $ - 0 | |
| 8.0 | Excavate/ Remove 6" of Existing Subbase Material at Areas P-2 & P-5 | SF | 118,955 | $ - 0 | |
| 9.0 | Excavate/ Remove 8" of Existing Subbase Material at Areas P-3, P-4 & P-5.1 | SF | 31,125 | $ - 0 | |
| 10.0 | Allowance – Undercut Insufficient Subbase Areas as Required | SF | 3,500 | $ - 0 | |
| 11.0 | Provide Portland Cement Stabilization at Areas P-2 & P-5 as shown on Sheet 16 per Detail on Sheet-15 | SF | 118,955 | $ - 0 | |
| 12.0 | Furnish & Install 6" Underdrain as Shown on Plans per Detail on Sheet-15 | LF | 500 | $ - 0 | |
| 13.0 | Furnish & Install Geotextile Stabilization Fabric at Areas P-3 & P-3.1 | SY | 3,927 | $ - 0 | |
| 14.0 | Provide 6" of MI-DOT 21AA Dense Graded Limestone Aggregate Base C.I.P at Areas P-2 & P-5 | SF | 118,955 | $ - 0 | |
| 15.0 | Provide 8" of MI-DOT 21AA Dense Graded Limestone Aggregate Base C.I.P at Area P-3 & P-3.1 | SF | 35,340 | $ - 0 | |
| 16.0 | Demolish Existing Parking Island in Area P-3 Where Shown on the Plans | SF | 960 | $ - 0 | |
| 17.0 | Demolish Existing Curb & Backfill in Area P-4 | LF | 42 | $ - 0 | |
| 18.0 | Demolish Existing 7’ x 7’ Concrete Catch Basin Collar at CB 17 & Replace in Kind with a 8’ x 8’ Concrete Collar in Area P-3 per Detail on Sheet 15 | EA | 1 | $ - 0 | |
| 19.0 | Install 8’ x 8’ Concrete Collar at CB 1 in Area P-5, MH 16 in Area P-2, CB 18 in Area P-3, and CS 6 & CS 8 in Area P-3.1 per Detail on Sheet 15 | EA | 5 | $ - 0 | |
| 20.0 | Demolish Existing 10’ W x 18’ L Concrete Collar & Replace in Kind at C.B.’s 3 & 4, 9 & 9A, 11 & 12 in Area P-5 Detail on Sheet-15 | EA | 3 | $ - 0 | |
| 21.0 | Finish Grade & Compact to Ensure Positive Drainage & Density at Areas P-2, P-3, P-3.1 & P-5 | SF | 154,295 | $ - 0 | |
| 22.0 | Provide 3" HMA MI-DOT (PG 64-22) 3C Base Course at Areas P-2 & P-5 per Detail on Sheet-15 | SF | 118,955 | $ - 0 | |
| 23.0 | Provide 2.5" HMA MI-DOT (PG 64-22) 3C Base Course at Area P-3 & P-3.1 per Detail on Sheet-15 | SF | 35,340 | $ - 0 | |
| 24.0 | Provide 2" HMA MI-DOT (PG 64-22) 4C Surface Course at Areas P-2 & P-5 per Detail on Sheet-15 | SF | 118,955 | $ - 0 | |
| 25.0 | Provide 1.5" HMA MI-DOT (PG 64-22) 4C Surface Course at Area P-3 & P-3.1 per Detail on Sheet-15 | SF | 35,340 | $ - 0 | |
| 26.0 | Furnish & Install 2’ x 2’ x 8” D Concrete Collar Around Water Valve at Holland Ave. in Area P-2 per Detail on Sheet 15 | EA | 1 | $ - 0 | |
| 27.0 | Vertical Adjustment on Utility Gate Valve Box Assembly at Holland Ave. in Area P-2 | EA | 1 | $ - 0 | |
| 28.0 | Vertical Adjustment on Sanitary Manhole in Area P-3 | EA | 1 | $ - 0 | |
| 29.0 | Allowance – Vertical Reconstruction of Existing Storm Structures Campus Wide per Detail on Sheet-15 | VF | 7 | $ - 0 | |
| 30.0 | Furnish & Install 6” Deep Flush Concrete Sidewalk in Area P-3 Where Shown on the Plans | SF | 960 | $ - 0 | |
| 31.0 | Remove Existing ADA Signage in Area P-3 Where Shown on the Plans | EA | 14 | $ - 0 | |
| 32.0 | Furnish & Install 6” Bollards, Sleeve, Post & ADA Signage Assembly Where Shown on the Plans in Area P-3 per Detail on Sheet-15 | EA | 12 | $ - 0 | |
| 33.0 | Furnish & Install Topsoil (Full Depth) & Seed to Areas P-4 & P-5.1 per Detail on Sheet-17 | SF | 12,980 | $ - 0 | |
| 34.0 | Site Restoration: Topsoil, Seed & Mulch Campus Wide | LS | 1 | $ - 0 | |
| 35.0 | Paint Striping in Kind & Color | LS | 1 | $ - 0 | |
| 36.0 | Recycled Asphalt Pavement “RAP” Credit | TON | 1,743 | $ - 0 | |
| PAVEMENT REPLACEMENT TOTAL: | $60,000.00 | ||||
| STORMWATER SYSTEM | |||||
| 37.0 | Demolish Existing 24” Storm Sewer Pipe Between CB 9A & CB 13 in Areas P-2 & P-5 | LF | 165 | $ - 0 | |
| 38.0 | Demolish Existing 15” Storm Sewer Pipe Between MH 16 & CB 17 in Areas P-2 & P-3 | LF | 60 | $ - 0 | |
| 39.0 | Remove & Replace Curb & Gutter, Type S, per Detail on Sheet 15 | LF | 35 | $ - 0 | |
| 40.0 | Furnish & Install 24” C76 Class IV Sewer Pipe in Areas P-3 & P-5 per Detail on Sheet 17 | LF | 98 | $ - 0 | |
| 41.0 | Furnish & Install 15” C76 Class IV Sewer Pipe in Areas P-2 & P-3 per Detail on Sheet 17 | LF | 44 | $ - 0 | |
| 42.0 | Furnish & Install 12” C76 Class IV Sewer Pipe in Area P-3 per Detail on Sheet 17 | LF | 9 | $ - 0 | |
| 43.0 | Furnish & Install 78” CMP Stormwater Detention System in Area P-3.1 per Plans and Details (See Sheets 10, 12-14) Includes Excavation, Bedding, Backfill, & Ancillary Hardware | LS | 1 | $ - 0 | |
| 44.0 | Furnish & Install 4’ Dia. Precast Concrete Storm Structure CB 9A in Area P-5 Where Shown on the Plan per Detail on Sheet 17 | EA | 1 | $ - 0 | |
| 45.0 | Furnish & Install 4’ Dia. Precast Concrete Manhole Structure MH 16 in Area P-2 Where Shown on the Plan per Detail on Sheet 17 | EA | 1 | $ - 0 | |
| 46.0 | Furnish & Install 4’ Dia. Precast Concrete Catch Basin Structure CB 17 in Area P-3 Where Shown on the Plan per Detail on Sheet 17 | EA | 1 | $ - 0 | |
| 47.0 | Replace Existing Frame & Cover with New Type E Inlet Cover per Detail on Sheet 17 | EA | 1 | $ - 0 | |
| STORMWATER TOTAL: | $0.00 | ||||
| BASE BID TOTAL | $60,000.00 | ||||
| ALTERNATE BID 1: P-1 | |||||
| 48.0 | Milling 2” +/- Partial Depth to Remove Existing Pavement at Area P-1 to Meet 2” Pavement Cross Section per Detail on Sheet 15 | SF | 4,735 | $ - 0 | |
| 49.0 | Provide 2.0" HMA MI-DOT (PG 64-22) 4C Surface Course at Area P-1 per Detail on Sheet 15 | SF | 4,735 | $ - 0 | |
| 50.0 | Remove & Replace Existing ADA Signage in Area P-1 Where Shown on the Plans per Detail on Sheet 15 | EA | 2 | $ - 0 | |
| ALTERNATE BID 1 TOTAL: | $0.00 | ||||
| ALTERNATE BID 2: P-3 & P-5 | |||||
| 51.0 | Furnish & Install Rolled Concrete Curb at North & East edge of Area P-3 and Southeast Edge of Area P-5 per Detail on Sheet 15 | LF | 348 | $ - 0 | |
| ALTERNATE BID 2 TOTAL: | $0.00 | ||||
| ALTERNATE BID 3: P-6.3 & P-6.4 | |||||
| 52.0 | Demolish Existing Concrete Pavement at Areas P-6.3 & P-6.4 | SF | 1,080 | $ - 0 | |
| 53.0 | Furnish & Install 8” D Fiber Reinforced Concrete Pavement at Areas P-6.3 & P-6.4 per Detail on Sheet 15 | SF | 1,080 | $ - 0 | |
| 54.0 | Demolish Cement Block Masonry Wall in Area P-6.4 | LF | 20 | $ - 0 | |
| 55.0 | Furnish & Install Galvanized Chain Link Fence in Area P-6.4 per Detail on Sheet 15 | LF | 20 | $ - 0 | |
| ALTERNATE BID 3 TOTAL: | $0.00 | ||||
| GRAND TOTAL (BASE + ALTERNATES): | $60,000.00 | ||||
| ADMINISTRATIVE SUBMITTALS | |||||
| BID BOND (REQUIRED) | |||||
| AFFIDAVIT OF BIDDER (FAMILIAL DISCLOSURE FORM) | |||||
| AFFIDAVIT OF BIDDER (COMPLIANCE WITH SCHOOL SAFETY INITIATIVE LEGISLATION) | |||||
| AFFIDAVIT OF COMPLIANCE - IRAN ECONOMICS SANCTIONS ACT | |||||
| NON-COLUSIVE AFFADAVIT |
| BASE BID - SCHEDULE |
| PROJECT START DATE (WEATHER PERMITTING) |
| PROJECT WORKING DAYS |
| PROJECT WORKING DAYS |
| SUBSTANTIAL COMPLETION |
| FINAL COMPLETION |
| ALTERNATE BID 1 - SCHEDULE |
| PROJECT START DATE (WEATHER PERMITTING) |
| PROJECT WORKING DAYS |
| FINAL COMPLETION |
| ALTERNATE BID 2 - SCHEDULE |
| PROJECT START DATE (WEATHER PERMITTING) |
| PROJECT WORKING DAYS |
| SUBSTANTIAL COMPLETION |
| FINAL COMPLETION |
| ALTERNATE BID 3- SCHEDULE |
| PROJECT START DATE (WEATHER PERMITTING) |
| PROJECT WORKING DAYS |
| SUBSTANTIAL COMPLETION |
| FINAL COMPLETION |
File details come from the government source that posted it. Updated .