EVENT_4173_-_BID_FORM.xlsx
XLSX spreadsheet 23 KB Posted
- Solicitation number
- 0000004173
- Issued by
- Hennepin County, Minnesota
About this file
This is a bid form for the City of Minneapolis Public Works Department for the Phillips and TH 55 Tunnel Rehabilitation Project (Event #4173). The project encompasses rehabilitation work across four tunnel systems: Phillips Storm Tunnel, Phillips Storm Tunnel–South Extension, TH 55 Storm Tunnel, and TH 55 Storm Tunnel–36th Avenue South Drift Tunnel. Work includes general mobilization, dewatering, erosion control, traffic control, and site restoration, with specific rehabilitation activities including contact grouting, crack sealing, concrete repairs, joint repairs, and investigative drilling. The bid form contains two versions with varying quantities for line items. The first version includes verification holes, masonry nail spall repairs, and corroded reinforcement repairs with different contingency quantities than the second version. Bidders must enter unit prices for all line items to be deemed responsive, and the spreadsheet automatically calculates extended prices and grand totals. All bid forms must be submitted in Excel format through eSupplier, with the grand total from the form entered as the line item bid price in the procurement system.
Bidders must complete all blue-shaded fields on the form to be considered responsive, and no handwritten prices will be accepted. In the event of mathematical errors on the bid form, the unit price shall prevail over the extended price calculation. The document specifies that bidders should contact Mallory Cina at mallory.cina@minneapolismn.gov with any questions regarding the bid form. The form requires bidders to identify their company name and, in the second version, their warehouse location. The bid form serves as the primary pricing submission document for this public works rehabilitation project, and bidders are instructed to save and upload a completed Excel copy with their bid response.
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Text version
BID FORM Basis
| CITY OF MINNEAPOLIS BID FORM | ||||
| PUBLIC WORKS (PW) - PHILLIPS TH 55 TUNNEL REHABILITATION | ||||
| EVENT #4173 | ||||
| BID FORM INFORMATION: | ||||
| - Enter company name below in blue "Company" field. | ||||
| - Fill in all fields shaded in blue in order to be deemed as responsive. | ||||
| - A Unit Price must be entered for all line items to be considered responsive. No handwritten prices will be accepted. | ||||
| - The Bid Form spreadsheet will auto-calculate the Grand Total. | ||||
| - In the event of a mathematical error on the Bid Form, the unit price shall prevail. | ||||
| - The Bid Form must be filled out in the provided Excel format and an Excel copy attached with the bid response. | ||||
| COMPANY: | ||||
| DESCRIPTION | ESTIMATED QUANTITY | UOM | UNIT PRICE | EXTENDED PRICE |
| GENERAL | ||||
| G1 - MOBILIZATION | 1 | LS | $ - 0 | $ - 0 |
| G2 - DEWATERING AND CONTROL OF WATER | 1 | LS | $ - 0 | $ - 0 |
| G3 - TEMPORARY EROSION CONTROL | 1 | LS | $ - 0 | $ - 0 |
| G4 - TRAFFIC CONTROL | 1 | LS | $ - 0 | $ - 0 |
| G5 - SITE RESTORATION | 1 | LS | $ - 0 | $ - 0 |
| PHILLIPS STORM TUNNEL | ||||
| P1 - CONTACT GROUT HOLE (BASE) | 2181 | EA | $ - 0 | $ - 0 |
| P2 - CONTACT GROUT HOLE (CONTINGENCY) | 218 | EA | $ - 0 | $ - 0 |
| P3 - CONTACT GROUT (BASE) | 70 | CY | $ - 0 | $ - 0 |
| P4 - CONTACT GROUT (CONTINGENCY) | 35 | CY | $ - 0 | $ - 0 |
| P5 - VERIFICATION HOLE | 10 | EA | $ - 0 | $ - 0 |
| P6 - TYPE 1: CRACK SEAL (BASE) | 3800 | LF | $ - 0 | $ - 0 |
| P7 - TYPE 1: CRACK SEAL (CONTINGENCY) | 1907 | LF | $ - 0 | $ - 0 |
| P8 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 786 | GAL | $ - 0 | $ - 0 |
| P9 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 230 | GAL | $ - 0 | $ - 0 |
| P10 - TYPE 3: CONCRETE SURFACE REPAIR (BASE) | 20 | SF | $ - 0 | $ - 0 |
| P11 - TYPE 3: CONCRETE SURFACE REPAIR (CONTINGENCY) | 200 | SF | $ - 0 | $ - 0 |
| P12 - TYPE 5: CONCRETE JOINT REPAIR (BASE) | 4058 | LF | $ - 0 | $ - 0 |
| P13 - TYPE 5: CONCRETE JOINT REPAIR (CONTINGENCY) | 405 | LF | $ - 0 | $ - 0 |
| P14 - INVESTIGATIVE HOLE | 12 | EA | $ - 0 | $ - 0 |
| P15 - ACCESS SHAFT MODIFICATION | 1 | LS | $ - 0 | $ - 0 |
| PHILLIPS STORM TUNNEL - SOUTH EXTENSION | ||||
| PS1 - CONTACT GROUT HOLE (BASE) | 280 | EA | $ - 0 | $ - 0 |
| PS2 - CONTACT GROUT HOLE (CONTINGENCY) | 28 | EA | $ - 0 | $ - 0 |
| PS3 - CONTACT GROUT (BASE) | 20 | CY | $ - 0 | $ - 0 |
| PS4 - CONTACT GROUT (CONTINGENCY) | 10 | CY | $ - 0 | $ - 0 |
| PS5 - VERIFICATION HOLE | 2 | EA | $ - 0 | $ - 0 |
| PS6 - TYPE 1: CRACK SEAL (BASE) | 608 | LF | $ - 0 | $ - 0 |
| PS7 - TYPE 1: CRACK SEAL (CONTINGENCY) | 300 | LF | $ - 0 | $ - 0 |
| PS8 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 118 | GAL | $ - 0 | $ - 0 |
| PS9 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 36 | GAL | $ - 0 | $ - 0 |
| PS10 - TYPE 5: CONCRETE JOINT REPAIR (BASE) | 567 | LF | $ - 0 | $ - 0 |
| PS11 - TYPE 5: CONCRETE JOINT REPAIR (CONTINGENCY) | 57 | LF | $ - 0 | $ - 0 |
| TH 55 STORM TUNNEL | ||||
| T1 - CONTACT GROUT HOLE (BASE) | 2200 | EA | $ - 0 | $ - 0 |
| T2 - CONTACT GROUT HOLE (CONTINGENCY) | 220 | EA | $ - 0 | $ - 0 |
| T3 - CONTACT GROUT (BASE) | 1300 | CY | $ - 0 | $ - 0 |
| T4 - CONTACT GROUT (CONTINGENCY) | 650 | CY | $ - 0 | $ - 0 |
| T5 - VERIFICATION HOLE | 10 | EA | $ - 0 | $ - 0 |
| T6 - TYPE 1: CRACK SEAL (BASE) | 3619 | LF | $ - 0 | $ - 0 |
| T7 - TYPE 1: CRACK SEAL (CONTINGENCY) | 1800 | LF | $ - 0 | $ - 0 |
| T8 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 360 | GAL | $ - 0 | $ - 0 |
| T9 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 180 | GAL | $ - 0 | $ - 0 |
| T10 - TYPE 2: MASONRY NAIL SPALL REPAIR | 658 | EA | $ - 0 | $ - 0 |
| T11 - TYPE 3: CONCRETE SURFACE REPAIR (BASE) | 4 | SF | $ - 0 | $ - 0 |
| T12 - TYPE 3: CONCRETE SURFACE REPAIR (CONTINGENCY) | 200 | SF | $ - 0 | $ - 0 |
| T13 - TYPE 4: CORRODED REINFORCEMENT REPAIR | 25 | LF | $ - 0 | $ - 0 |
| T14 - INVESTIGATIVE HOLE | 12 | EA | $ - 0 | $ - 0 |
| TH 55 STORM TUNNEL - 36TH AVE SOUTH DRIFT TUNNEL | ||||
| TD1 - CONTACT GROUT HOLE (BASE) | 173 | EA | $ - 0 | $ - 0 |
| TD2 - CONTACT GROUT HOLE (CONTINGENCY) | 17 | EA | $ - 0 | $ - 0 |
| TD3 - CONTACT GROUT (BASE) | 40 | CY | $ - 0 | $ - 0 |
| TD4 - CONTACT GROUT (CONTINGENCY) | 20 | CY | $ - 0 | $ - 0 |
| TD5 - VERIFICATION HOLE | 1 | EA | $ - 0 | $ - 0 |
| TD6 - TYPE 1: CRACK SEAL (BASE) | 140 | LF | $ - 0 | $ - 0 |
| TD7 - TYPE 1: CRACK SEAL (CONTINGENCY) | 70 | LF | $ - 0 | $ - 0 |
| TD8 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 14 | GAL | $ - 0 | $ - 0 |
| TD9 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 7 | GAL | $ - 0 | $ - 0 |
| BIDDERS: ENTER THE GRAND TOTAL FROM THIS BID FORM AS THE LINE ITEM BID PRICE IN ESUPPLIER. SAVE THIS BID FORM AS AN EXCEL FILE & UPLOAD THE BID FORM WHERE INSTRUCTED TO DO SO IN ESUPPLIER. IF YOU HAVE ANY QUESTIONS REGARDING THIS BID FORM, PLEASE EMAIL THE BUYER, MALLORY.CINA@MINNEAPOLISMN.GOV | GRAND TOTAL: | $ - 0 |
BID FORM
| CITY OF MINNEAPOLIS BID FORM | ||||
| PUBLIC WORKS (PW) - PHILLIPS TH 55 TUNNEL REHABILITATION | ||||
| EVENT #4173 | ||||
| BID FORM INFORMATION: | ||||
| - Enter company name below in blue "Company" field. | ||||
| - Enter warehouse location below in blue "Warehouse Location" field. | ||||
| - Fill in all fields shaded in blue in order to be deemed as responsive. | ||||
| - A Unit Price must be entered for all line items to be considered responsive. No handwritten prices will be accepted. | ||||
| - The Bid Form spreadsheet will auto-calculate the Grand Total. | ||||
| - In the event of a mathematical error on the Bid Form, the unit price shall prevail. | ||||
| - The Bid Form must be filled out in the provided Excel format and an Excel copy attached with the bid response. | ||||
| COMPANY: | ||||
| DESCRIPTION | ESTIMATED QUANTITY | UOM | UNIT PRICE | EXTENDED PRICE |
| GENERAL | ||||
| G1 - MOBILIZATION AND DEMOBILIZATION | 1 | LS | $ - 0 | $ - 0 |
| G2 - WATER CONTROL | 1 | LS | $ - 0 | $ - 0 |
| G3 - TEMPORARY EROSION CONTROL | 1 | LS | $ - 0 | $ - 0 |
| G4 - TRAFFIC CONTROL | 1 | LS | $ - 0 | $ - 0 |
| G5 - SITE RESTORATION | 1 | LS | $ - 0 | $ - 0 |
| PHILLIPS STORM TUNNEL | ||||
| P1 - CONTACT GROUT HOLE (BASE) | 2181 | EA | $ - 0 | $ - 0 |
| P2 - CONTACT GROUT HOLE (CONTINGENCY) | 550 | EA | $ - 0 | $ - 0 |
| P3 - CONTACT GROUT (BASE) | 100 | CY | $ - 0 | $ - 0 |
| P4 - CONTACT GROUT (CONTINGENCY) | 50 | CY | $ - 0 | $ - 0 |
| P5 - TYPE 1: CRACK SEAL (BASE) | 3500 | LF | $ - 0 | $ - 0 |
| P6 - TYPE 1: CRACK SEAL (CONTINGENCY) | 2200 | LF | $ - 0 | $ - 0 |
| P7 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 350 | GAL | $ - 0 | $ - 0 |
| P8 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 220 | GAL | $ - 0 | $ - 0 |
| P9 - TYPE 3: CONCRETE SURFACE REPAIR (BASE) | 10 | SF | $ - 0 | $ - 0 |
| P10 - TYPE 3: CONCRETE SURFACE REPAIR (CONTINGENCY) | 100 | SF | $ - 0 | $ - 0 |
| P11 - TYPE 5: CONCRETE JOINT REPAIR (BASE) | 2000 | LF | $ - 0 | $ - 0 |
| P12 - TYPE 5: CONCRETE JOINT REPAIR (CONTINGENCY) | 2000 | LF | $ - 0 | $ - 0 |
| P13 - INVESTIGATIVE DRILLING | 12 | EA | $ - 0 | $ - 0 |
| P14 - RECONSTRUCT DRAINAGE STRUCTURE | 1 | LS | $ - 0 | $ - 0 |
| PHILLIPS STORM TUNNEL - SOUTH EXTENSION | ||||
| PS1 - CONTACT GROUT HOLE (BASE) | 280 | EA | $ - 0 | $ - 0 |
| PS2 - CONTACT GROUT HOLE (CONTINGENCY) | 70 | EA | $ - 0 | $ - 0 |
| PS3 - CONTACT GROUT (BASE) | 50 | CY | $ - 0 | $ - 0 |
| PS4 - CONTACT GROUT (CONTINGENCY) | 25 | CY | $ - 0 | $ - 0 |
| PS5 - TYPE 1: CRACK SEAL (BASE) | 600 | LF | $ - 0 | $ - 0 |
| PS6 - TYPE 1: CRACK SEAL (CONTINGENCY) | 300 | LF | $ - 0 | $ - 0 |
| PS7 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 60 | GAL | $ - 0 | $ - 0 |
| PS8 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 30 | GAL | $ - 0 | $ - 0 |
| PS9 - TYPE 5: CONCRETE JOINT REPAIR (BASE) | 400 | LF | $ - 0 | $ - 0 |
| PS10 - TYPE 5: CONCRETE JOINT REPAIR (CONTINGENCY) | 200 | LF | $ - 0 | $ - 0 |
| TH 55 STORM TUNNEL | ||||
| T1 - CONTACT GROUT HOLE (BASE) | 2200 | EA | $ - 0 | $ - 0 |
| T2 - CONTACT GROUT HOLE (CONTINGENCY) | 550 | EA | $ - 0 | $ - 0 |
| T3 - CONTACT GROUT (BASE) | 1300 | CY | $ - 0 | $ - 0 |
| T4 - CONTACT GROUT (CONTINGENCY) | 650 | CY | $ - 0 | $ - 0 |
| T5 - TYPE 1: CRACK SEAL (BASE) | 4000 | LF | $ - 0 | $ - 0 |
| T6 - TYPE 1: CRACK SEAL (CONTINGENCY) | 1600 | LF | $ - 0 | $ - 0 |
| T7 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 400 | GAL | $ - 0 | $ - 0 |
| T8 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 160 | GAL | $ - 0 | $ - 0 |
| T9 - TYPE 2: MASONRY NAIL SPALL REPAIR | 658 | EA | $ - 0 | $ - 0 |
| T10 - TYPE 3: CONCRETE SURFACE REPAIR (BASE) | 20 | SF | $ - 0 | $ - 0 |
| T11 - TYPE 3: CONCRETE SURFACE REPAIR (CONTINGENCY) | 100 | SF | $ - 0 | $ - 0 |
| T12 - TYPE 4: CORRODED REINFORCEMENT REPAIR | 25 | LF | $ - 0 | $ - 0 |
| T13 - INVESTIGATIVE DRILLING | 8 | HR | $ - 0 | $ - 0 |
| TH 55 STORM TUNNEL - 36TH AVE SOUTH DRIFT TUNNEL | ||||
| TD1 - CONTACT GROUT HOLE (BASE) | 173 | EA | $ - 0 | $ - 0 |
| TD2 - CONTACT GROUT HOLE (CONTINGENCY) | 40 | EA | $ - 0 | $ - 0 |
| TD3 - CONTACT GROUT (BASE) | 50 | CY | $ - 0 | $ - 0 |
| TD4 - CONTACT GROUT (CONTINGENCY) | 25 | CY | $ - 0 | $ - 0 |
| TD5 - TYPE 1: CRACK SEAL (BASE) | 150 | LF | $ - 0 | $ - 0 |
| TD6 - TYPE 1: CRACK SEAL (CONTINGENCY) | 60 | LF | $ - 0 | $ - 0 |
| TD7 - HYDROPHILIC POLYURETHANE GROUT (BASE) | 15 | GAL | $ - 0 | $ - 0 |
| TD8 - HYDROPHILIC POLYURETHANE GROUT (CONTINGENCY) | 6 | GAL | $ - 0 | $ - 0 |
| BIDDERS: ENTER THE GRAND TOTAL FROM THIS BID FORM AS THE LINE ITEM BID PRICE IN ESUPPLIER. SAVE THIS BID FORM AS AN EXCEL FILE & UPLOAD THE BID FORM WHERE INSTRUCTED TO DO SO IN ESUPPLIER. IF YOU HAVE ANY QUESTIONS REGARDING THIS BID FORM, PLEASE EMAIL THE BUYER, MALLORY.CINA@MINNEAPOLISMN.GOV | GRAND TOTAL: | $ - 0 |
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