ITB20261395_Exhibit_2_Eastbrook_Water_Main_Replacement_Phase_I_6.24.26.xls
XLS spreadsheet 73 KB Posted
- Attached to
- PW 2008 Eastbrook Water Main Replacement Phase I
- Solicitation number
- ITB-2026-1395
- Issued by
- Seminole County, Florida
About this file
This is a bid form for the City of Casselberry, Florida's Eastbrook Water Main Replacement - Phase I project, dated June 24, 2026. The project scope encompasses the upgrade of the city's water distribution system within the Eastbrook residential community through furnishing all labor, equipment, and materials necessary for water main construction. The bid form itemizes work across multiple categories including general items (mobilization, bonds, insurance, traffic maintenance, and documentation), site and civil preparation with roadway restoration (asphalt restoration, concrete sidewalk replacement, curbing, and resurfacing totaling approximately 10,269 square yards), water main replacement operations (removal of existing piping including 1-inch poly line, 4,980 linear feet of 8-inch AC piping, 9,232 linear feet of 6-inch AC piping, and 344 linear feet of 4-inch AC piping), furnishing and installation of new water mains and valves (280 linear feet of 2-inch poly line, 1,564 linear feet of 4-inch PVC, 8,863 linear feet of 6-inch PVC, and 5,357 linear feet of 8-inch PVC), installation of various gate valves, water service connections, meter boxes, fire hydrants (38 assemblies), and directional drilling work (338 linear feet of 8-inch HDPE). The bid form requires unit pricing for each line item, with a subtotal subject to a 10 percent construction contingency.
The bid form includes non-construction costs totaling $654,400, comprising engineering ($318,800), survey ($121,930), permitting ($12,440), public relations ($19,780 at 6.2 percent), and bidding and construction administration ($181,450). Bidders must acknowledge full understanding and acceptance of all ITB terms and conditions through authorized signature. The document specifies that quantities shown are approximate and subject to field variations, with bidders agreeing to execute work at the unit bid price regardless of quantity increases or decreases. No incumbent information, set-asides, funding sources, award dates, or contract term details are specified in this bid form.
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Text version
Bid Form
| City of Casselberry | |||||||||||||||||||||||||||||||||||||||||||||
| Eastbrook Water Main Replacement - Phase 1 | Date: | 6/24/26 | |||||||||||||||||||||||||||||||||||||||||||
| Sheet | |||||||||||||||||||||||||||||||||||||||||||||
| Item | Description | UNIT | QTY | Unit Price | Extended Price | Notes | C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 | C9 | C10 | C11 | C12 | C13 | C14 | C15 | C16 | C17 | C18 | C19 | C20 | C21 | C22 | C23 | C24 | C25 | C26 | C27 | C28 | C29 | C30 | C31 | C32 | C33 | C34 | C35 | C36 | C37 | C38 | Total |
| 1 | General | 0 | |||||||||||||||||||||||||||||||||||||||||||
| 1 | Mobilization/Demobilization, Bonds & Insurance | LS | 1 | $ - 0 | 0 | ||||||||||||||||||||||||||||||||||||||||
| 2 | Postconstruction Audio-Video Documentation | LS | 1 | $ - 0 | 0 | ||||||||||||||||||||||||||||||||||||||||
| 3 | Record Drawings and Closeout | LS | 1 | $ - 0 | 0 | ||||||||||||||||||||||||||||||||||||||||
| 4 | Maintenance of Traffic | LS | 1 | $ - 0 | 0 | ||||||||||||||||||||||||||||||||||||||||
| 2 | Site/Civil Preparation and Roadway Restoration | 0 | |||||||||||||||||||||||||||||||||||||||||||
| 5 | Erosion and Sedimentation Control | LS | 1 | $ - 0 | 0 | ||||||||||||||||||||||||||||||||||||||||
| 6 | Open Cut and Restore Asphalt Roadway | SY | 1,981 | $ - 0 | 219 | 243 | 177 | 172 | 77 | 129 | 106 | 13 | 110 | 50 | 145 | 18 | 61 | 42 | 19 | 28 | 19 | 48 | 64 | 47 | 24 | 41 | 25 | 51 | 139 | 2067 | |||||||||||||||
| 7 | Remove and Replace Concrete Sidewalk | SY | 426 | $ - 0 | 27 | 24 | 74 | 20 | 7 | 2 | 2 | 15 | 171 | ||||||||||||||||||||||||||||||||
| 8 | Remove and Replace Curbing and/or Curb and Gutter | LF | 2,123 | $ - 0 | 10 | 5 | 22 | 56 | 205 | 386 | 85 | 18 | 87 | 242 | 8 | 11 | 49 | 137 | 361 | 18 | 55 | 31 | 21 | 107 | 9 | 21 | 50 | 16 | 7 | 69 | 2086 | ||||||||||||||
| 9 | Mill and Resurface Roadway | SY | 10,269 | $ - 0 | 369 | 369 | 447 | 781 | 404 | 950 | 1022 | 153 | 512 | 785 | 471 | 159 | 455 | 203 | 191 | 367 | 199 | 717 | 861 | 142 | 385 | 313 | 181 | 232 | 1346 | 12014 | |||||||||||||||
| 10 | Remove and Replace Concrete Driveway | EA | 119 | $ - 0 | 3 | 4 | 2 | 1 | 4 | 1 | 1 | 6 | 2 | 3 | 5 | 3 | 7 | 4 | 7 | 2 | 6 | 7 | 1 | 6 | 7 | 1 | 4 | 2 | 1 | 2 | 6 | 4 | 2 | 1 | 105 | ||||||||||
| 11 | Replace Brick Pavers (Reused) | EA | 4 | $ - 0 | 1 | 1 | 1 | 3 | |||||||||||||||||||||||||||||||||||||
| 12 | Construct Public Sidewalk ADA Ramp | EA | 8 | $ - 0 | 2 | 1 | 2 | 2 | 2 | 9 | |||||||||||||||||||||||||||||||||||
| 3 | Phase I Water Mains Replacement | 0 | |||||||||||||||||||||||||||||||||||||||||||
| 3.1 | Remove Existing Pipe | 0 | |||||||||||||||||||||||||||||||||||||||||||
| 13 | Remove and Haul Existing 1" POLY Line | LF | 78 | $ - 0 | 78 | 78 | |||||||||||||||||||||||||||||||||||||||
| 14 | Remove and Replace Existing Storm Pipe (12", 15", 18", and 21" Diameter) | EA | 16 | $ - 0 | |||||||||||||||||||||||||||||||||||||||||
| 15 | Remove and Replace Existing Storm Pipe (24", 30", and 36" Diameter) | EA | 5 | $ - 0 | |||||||||||||||||||||||||||||||||||||||||
| 16 | Remove Existing Fire Hydrant | EA | 8 | $ - 0 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 8 | ||||||||||||||||||||||||||||||||
| 3.2 | Grout Fill and Abandon Existing Pipe | 175 | 175 | ||||||||||||||||||||||||||||||||||||||||||
| Grout Fill Existing Piping | LF | - 0 | $ 10 | $ - 0 | 0 | ||||||||||||||||||||||||||||||||||||||||
| 17 | Grout Fill and Abandon Existing 8" AC Piping | LF | 4,980 | $ - 0 | Counted the 8" DIP on sheet C12 and C37 | 2 | 399 | 552 | 551 | 73 | 175 | 546 | 550 | 409 | 529 | 128 | 412 | 450 | 159 | 108 | 67 | 5110 | |||||||||||||||||||||||
| 18 | Grout Fill and Abandon Existing 6" AC Piping | LF | 9,232 | $ - 0 | 427 | 500 | 500 | 145 | 517 | 548 | 378 | 525 | 548 | 303 | 525 | 550 | 232 | 523 | 550 | 174 | 453 | 170 | 565 | 548 | 467 | 84 | 9232 | ||||||||||||||||||
| 19 | Grout Fill and Abandon Existing 4" AC Piping | LF | 344 | $ - 0 | 344 | 344 | |||||||||||||||||||||||||||||||||||||||
| 20 | Grout Fill and Abandon Existing 2" AC Piping | LF | 736 | $ - 0 | 230 | 277 | 107 | 122 | 736 | ||||||||||||||||||||||||||||||||||||
| 3.3 | Furnish and Install Water Mains and Valves | 0 | |||||||||||||||||||||||||||||||||||||||||||
| 21 | Furnish and Install 2" POLY Line | LF | 280 | $ - 0 | 23 | 257 | 280 | ||||||||||||||||||||||||||||||||||||||
| 22 | Furnish and Install 4'' PVC Water Main | LF | 1,564 | $ - 0 | 386 | 354 | 341 | 299 | 159 | 121 | 1660 | ||||||||||||||||||||||||||||||||||
| 23 | Furnish and Install 6'' PVC Water Main | LF | 8,863 | $ - 0 | 429 | 500 | 397 | 538 | 550 | 349 | 563 | 556 | 278 | 543 | 550 | 186 | 534 | 552 | 118 | 357 | 212 | 540 | 561 | 501 | 8814 | ||||||||||||||||||||
| 24 | Furnish and Install 8'' PVC Water Main | LF | 5,357 | $ - 0 | 121 | 381 | 555 | 553 | 166 | 219 | 555 | 563 | 208 | 520 | 177 | 354 | 458 | 199 | 86 | 5115 | |||||||||||||||||||||||||
| 25 | Furnish and Install 2'' Gate Valves | EA | 1 | $ - 0 | 1 | 1 | |||||||||||||||||||||||||||||||||||||||
| 26 | Furnish and Install 4'' Gate Valves | EA | 8 | $ - 0 | 1 | 3 | 1 | 1 | 1 | 1 | 8 | ||||||||||||||||||||||||||||||||||
| 27 | Furnish and Install 6'' Gate Valves | EA | 26 | $ - 0 | 1 | 1 | 1 | 1 | 1 | 2 | 1 | 1 | 1 | 2 | 1 | 2 | 4 | 3 | 22 | ||||||||||||||||||||||||||
| 28 | Furnish and Install 8'' Gate Valves | EA | 24 | $ - 0 | 3 | 2 | 2 | 2 | 3 | 1 | 1 | 2 | 1 | 2 | 3 | 22 | |||||||||||||||||||||||||||||
| 29 | Furnish and Install 2" Blow Off Assembly | EA | 1 | $ - 0 | 1 | 1 | |||||||||||||||||||||||||||||||||||||||
| 30 | Furnish and Install 8" Tapping Sleeve and Tapping Valve | EA | 5 | $ - 0 | 1 | 1 | 1 | 1 | 1 | 5 | |||||||||||||||||||||||||||||||||||
| 31 | Furnish and Install 6" Line Stop and Cap | EA | 1 | $ - 0 | 1 | 1 | 2 | ||||||||||||||||||||||||||||||||||||||
| 32 | Furnish and Install 8" Line Stop and Cap | EA | 5 | $ - 0 | 1 | 1 | 2 | 1 | 1 | 6 | |||||||||||||||||||||||||||||||||||
| 33 | Furnish and Install 1-1/2" Double Water Service (long) | EA | 67 | $ - 0 | 2 | 3 | 4 | 1 | 1 | 3 | 3 | 1 | 3 | 3 | 1 | 3 | 4 | 1 | 3 | 4 | 1 | 3 | 2 | 1 | 3 | 1 | 1 | 2 | 3 | 2 | 4 | 3 | 66 | ||||||||||||
| 34 | Furnish and Install 1-1/2" Double Water Service (short) | EA | 53 | $ - 0 | 3 | 3 | 1 | 1 | 1 | 1 | 1 | 3 | 1 | 1 | 1 | 3 | 3 | 2 | 3 | 3 | 2 | 3 | 4 | 1 | 3 | 3 | 2 | 1 | 1 | 1 | 2 | 1 | 2 | 57 | |||||||||||
| 35 | Furnish and Install 1" Water Service (long) | EA | 31 | $ - 0 | 2 | 1 | 3 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 22 | |||||||||||||||||||||||
| 36 | Furnish and Install 1" Water Service (short) | EA | 24 | $ - 0 | 2 | 3 | 2 | 1 | 2 | 1 | 1 | 1 | 2 | 2 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 25 | ||||||||||||||||||||||
| 130 | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||||
| 37 | Relocation of Existing Water Service Meter Box | EA | 120 | $ - 0 | 4 | 2 | 2 | 2 | 4 | 4 | 5 | 4 | 2 | 4 | 7 | 2 | 3 | 2 | 7 | 7 | 5 | 6 | 8 | 3 | 4 | 8 | 2 | 6 | 6 | 4 | 2 | 2 | 2 | 3 | 6 | 1 | 1 | 5 | 4 | 3 | 142 | ||||
| 38 | Remove and Replace Water Service Meter Box | EA | 34 | $ - 0 | 4 | 4 | 3 | 2 | 4 | 4 | 5 | 4 | 2 | 5 | 7 | 3 | 2 | 2 | 6 | 6 | 4 | 6 | 7 | 3 | 5 | 8 | 2 | 6 | 6 | 1 | 3 | 3 | 3 | 1 | 3 | 5 | 2 | 4 | 5 | 3 | 143 | ||||
| 3.4 | Furnish and Install Fire Hydrants | 0 | |||||||||||||||||||||||||||||||||||||||||||
| 39 | Furnish and Install Fire Hydrant Assembly ( Includes 6" Gate Valve and up to 20 ft of pipe) | EA | 38 | - 0 | 2 | 1 | 2 | 1 | 1 | 2 | 1 | 2 | 1 | 1 | 2 | 1 | 1 | 1 | 2 | 1 | 2 | 2 | 1 | 1 | 1 | 2 | 1 | 1 | 2 | 1 | 2 | 38 | |||||||||||||
| 3.5 | Directional Drilling | ||||||||||||||||||||||||||||||||||||||||||||
| 40 | Furnish and Install 8'' HDPE Water Main via Directional Drill | LF | 338 | $ - 0 | 338 | 338 | |||||||||||||||||||||||||||||||||||||||
| SUBTOTAL | $ - 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||
| Construction Contingency | 10% | $ - 0 | 0 | ||||||||||||||||||||||||||||||||||||||||||
| TOTAL | $ - 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||
| Engineering | 0.0% | $ 318,800 | 0 | ||||||||||||||||||||||||||||||||||||||||||
| Survey | 0.0% | $ 121,930 | 0 | ||||||||||||||||||||||||||||||||||||||||||
| Permitting | 0.0% | $ 12,440 | 0 | ||||||||||||||||||||||||||||||||||||||||||
| Public Relations | 6.2% | $ 19,780 | 0 | ||||||||||||||||||||||||||||||||||||||||||
| Bidding and Construction Administration | 0.0% | $ 181,450 | 0 | ||||||||||||||||||||||||||||||||||||||||||
| TOTAL | $ 654,400 | 0 | |||||||||||||||||||||||||||||||||||||||||||
| CPH Professional Design Services Total = | $ 654,400 | 0 | |||||||||||||||||||||||||||||||||||||||||||
| TOTAL | $ - 0 | ||||||||||||||||||||||||||||||||||||||||||||
| NOTE: The Bidder agrees that the quantities shown for unit price items are approximate and are subject to variations in the field and further agrees to do the work at the unit bid price whether the quantities are increased or decreased. I/we, the undersigned, as authorized signatory to commit the firm, do hereby accept in total all the terms and conditions stipulated and referenced in this ITB document and do hereby agree that if a contract is offered or negotiated it will abide by the terms and conditions presented in the ITB document or as negotiated pursuant thereto. The undersigned, having familiarized him/herself with the terms of the ITB documents, local conditions, and the cost of the work at the place(s) where the work is to be done, hereby proposes and agrees to perform within the time stipulated, all work required in accordance with the scope of services and other documents including Addenda, if any, on file at the City of Casselberry Procurement Division for the price set forth herein. The signature(s) below are an acknowledgment of my/our full understanding and acceptance of all the terms and conditions set forth in this ITB document or as otherwise agreed to between the parties in writing. | |||||||||||||||||||||||||||||||||||||||||||||
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