2-2. REQUIRED MLK Price Schedule.xls
XLS spreadsheet 54 KB Posted
- Attached to
- Martin Luther King Jr Drainage Improvements
- Solicitation number
- IFB-012-26-RM
- Issued by
- Leon County, Florida
About this file
This is an Opinion of Probable Construction Cost (OPCC) price schedule document for the City of Tallahassee's Georgia Street Drainage and Infrastructure Improvements – Phase IV project, specifically addressing water and sanitary sewer improvements. The project scope encompasses general contract items including mobilization, temporary traffic control, clearing and grubbing, erosion and sedimentation control, and tree removal and protection. The construction work includes road surface restoration across multiple streets (Martin Luther King Boulevard, Georgia Street, Old Bainbridge Road, and North Macomb Street and North Bronough Street) with asphalt full-depth restoration ranging from 2.5 to 3.5 inches, concrete sidewalk and driveway work, and curb and gutter installation. The potable water main work consists of 1,950 linear feet of 8-inch PVC water main and 460 linear feet of 8-inch DI water main, along with associated water services, fire hydrant assemblies, gate valves, and connections to existing infrastructure. The sanitary sewer work includes approximately 3,312 linear feet of gravity sewer main in 8-inch and 10-inch PVC and DI pipe at varying depths, 37 sewer services ranging from 0 to 40 feet in length, and five pre-cast concrete manholes ranging from 6 to 14 feet in depth.
The total estimated Opinion of Probable Construction Cost for the water and sanitary sewer project is $1,929,807.00 in 2021 dollars. The price schedule itemizes 47 distinct pay items with unit costs and total costs clearly delineated, including general contract items valued at approximately $282,500, road surface restoration items totaling $632,917, potable water main work totaling approximately $300,400, sanitary sewer main installation totaling approximately $541,255, and miscellaneous services including valve abandonment and sod work. The document also references an incomplete second schedule with standard transportation-related pay items such as mobilization, maintenance of traffic, erosion control, milling, and asphaltic concrete, suggesting coordination with broader infrastructure improvement efforts. No specific bid due dates, site visit information, or award dates are provided within this cost schedule document.
View the file
Other files
Show all 17
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
Water & Sewer to Duval OPCC
| Opinion of Probable Construction Cost |
| CITY OF TALLAHASSEE |
GEORGIA STREET DRAINAGE AND INFRASTRUCTURE IMPROVEMENTS - Phase IV
WATER & SANITARY SEWER ITEMS
| 1/31/22 | ||||||||||
| Bid Item No. | Pay Item No. | Description | Bid Quantity | Unit Measure | Unit Cost | Total Cost | ||||
| General Contract Item | ||||||||||
| 1 | GCI-00 | Mobilization | 1 | Lump Sum | $152,500.00 | $152,500.00 | ||||
| 2 | GCI-10 | Temporary Traffic Control | 1 | Lump Sum | $45,000.00 | $45,000.00 | $1,646,807.00 | $247,021.05 | 15% | |
| 3 | GCI-20 | Clearing & Grubbing | 1 | Lump Sum | $40,000.00 | $40,000.00 | ||||
| 4 | GCI-30 | Temporary erosion, sedimentation, and water pollution control | 1 | Lump Sum | $25,000.00 | $25,000.00 | $1,893,828.05 | |||
| 5 | GCI-40 | Tree Protection & Arboricultural Mitigation | 1 | Lump Sum | $7,500.00 | $7,500.00 | ||||
| 6 | GCI-50-1 | Tree Removal 2" Dia. - 12" Dia. | 4 | Each | $2,500.00 | $10,000.00 | ||||
| 7 | GCI-50-2 | Tree Removal 12.1" Dia. - 24" Dia. | 1 | Each | $3,000.00 | $3,000.00 | ||||
| Road Surface Restoration Pay Items | $94,691.40 | 5% | ||||||||
| 8 | RSR-30-1 | 2.5" Asphalt Full Depth Roadway Restoration (Martin Luther King Blvd.) | 780 | SY | $115.00 | $89,700.00 | $37,876.56 | 2% | ||
| 9 | RSR-30-2 | 3" Asphalt Full Depth Roadway Restoration (Georgia St.) | 2,016 | SY | $128.00 | $258,048.00 | ||||
| 10 | RSR-30-3 | 3.5" Asphalt Full Depth Roadway Restoration (Old Bainbridge Rd./N. Macomb St.) | 627 | SY | $147.00 | $92,169.00 | ||||
| 11 | RSR-30-4 | 3" Asphalt Repair and Patching (Georgia St.) | 310 | SY | $80.00 | $24,800.00 | ||||
| 12 | RSR-30-5 | 3.5" Asphalt Repair and Patching (N. Bronough St.) | 120 | SY | $90.00 | $10,800.00 | ||||
| 13 | RSR-50 | Asphalt Milling & Resurfacing, Up To 1.5" Thickness Per Pass | 800 | SY | $60.00 | $48,000.00 | ||||
| 14 | MSR-00 | Concrete Sidewalk, 4" | 175 | SY | $70.00 | $12,250.00 | ||||
| 15 | MSR-01 | Concrete Driveway, 6", with Reinforcement | 20 | SY | $90.00 | $1,800.00 | ||||
| 16 | RSR-70 | Concrete Curb and Gutter, FDOT Type F | 1,570 | LF | $40.00 | $62,800.00 | ||||
| 17 | RSR-70-2 | Concrete Curb and Gutter, Valley Gutter | 225 | LF | $30.00 | $6,750.00 | ||||
| Potable Water Main | ||||||||||
| 18 | PWM-01-08-PVC | Water Main 8" PVC (C-900,DR18) | 1,950 | LF | $50.00 | $97,500.00 | ||||
| 19 | PWM-01-08-DIP | Water Main 8" DI | 460 | LF | $75.00 | $34,500.00 | ||||
| Potable Water Main Services | ||||||||||
| 20 | PWS-02-0801-20 | Water Service, Complete, 8"x1", 0-20 ft., HDPE (PE4710,CTS,DR9),1@5/8" | 11 | Ea | $2,450.00 | $26,950.00 | ||||
| 21 | PWS-02-0801-40 | Water Service, Complete, 8"x1", 20.1-40 ft., HDPE (PE4710,CTS,DR9),1@5/8" | 17 | Ea | $2,850.00 | $48,450.00 | ||||
| 22 | PWS-02-0801-40-2 | Manifold Water Service, Complete, 8"x1", 20.1-40 ft., HDPE (PE4710,CTS,DR9),1@5/8" | 6 | Ea | $4,250.00 | $25,500.00 | ||||
| 23 | FHA-01 | Fire Hydrant Assembly w/ Valve, Valve Box, and Tee | 2 | Ea | $6,500.00 | $13,000.00 | ||||
| 24 | FHA-02 | Fire Hydrant Assembly w/ Valve, Valve Box, and Tee (Reconnect Existing Fire Hydrant) | 1 | Ea | $4,000.00 | $4,000.00 | ||||
| 25 | WGV-08 | Gate Valve w/ Valve Box, 8" | 15 | Ea | $2,500.00 | $37,500.00 | ||||
| Watermain Connections | ||||||||||
| 26 | CIW-06 | CUT-IN Connection to Existing Water Main, 6" | 9 | Ea | $4,200.00 | $37,800.00 | ||||
| Gravity Sewer Main | ||||||||||
| 27 | GSS-01-0806-PVC | Gravity Sewer Main, 8”, 0 - 6.0 FT Depth, PVC (DR26) | 428 | LF | $100.00 | $42,800.00 | ||||
| 28 | GSS-01-0808-PVC | Gravity Sewer Main, 8”, 6.0 - 8.0 FT Depth, PVC (DR26) | 12 | LF | $175.00 | $2,100.00 | ||||
| 29 | GSM-01-0812-PVC | Gravity Sewer Main, 8", 10.1-12.0 FT. Depth, PVC (DR26) | 340 | LF | $215.00 | $73,100.00 | ||||
| 30 | GSM-01-0814-PVC | Gravity Sewer Main, 8", 12.1-14.0 FT. Depth, PVC (DR26) | 175 | LF | $250.00 | $43,750.00 | ||||
| 31 | GSS-01-1006-PVC | Gravity Sewer Main, 10”, 0 - 6.0 FT Depth, PVC (DR26) | 779 | LF | $160.00 | $124,640.00 | ||||
| 32 | GSS-01-1008-PVC | Gravity Sewer Main, 10”, 6.1 -8.0 FT Depth, PVC (DR26) | 389 | LF | $190.00 | $73,910.00 | ||||
| 33 | GSM-01-1010-PVC | Gravity Sewer Main, 10", 8.1-10.0 FT. Depth, PVC (DR26) | 325 | LF | $195.00 | $63,375.00 | ||||
| 34 | GSM-01-1012-PVC | Gravity Sewer Main, 10", 10.1-12.0 FT. Depth, PVC (DR26) | 248 | LF | $260.00 | $64,480.00 | ||||
| 35 | GSM-02-0806-DIP | Gravity Sewer Main, 8”, 0-6.0 Ft. Depth, DI | 20 | LF | $125.00 | $2,500.00 | ||||
| 36 | GSM-02-1006-DIP | Gravity Sewer Main, 10”, 0-6.0 Ft. Depth, DI | 20 | LF | $150.00 | $3,000.00 | ||||
| Sanitary Sewer Services | ||||||||||
| 37 | GSS-01-0804-PVC-21 | Sewer Services, 8”x4”, PVC (DR26), 0-21 FT Length | 8 | Ea | $2,950.00 | $23,600.00 | ||||
| 38 | GSS-01-0804-PVC-21 | Sewer Services, 8”x4”, PVC (DR26), 21-40 FT Length | 10 | Ea | $2,950.00 | $29,500.00 | ||||
| 39 | GSS-01-1004-PVC-21 | Sewer Services, 10”x4”, PVC (DR26), 0-21 FT Length | 2 | Ea | $3,250.00 | $6,500.00 | ||||
| 40 | GSS-01-1004-PVC-41 | Sewer Services, 10”x4”, PVC (DR26), 21-40 FT Length | 17 | Ea | $4,750.00 | $80,750.00 | ||||
| Pre-Cast Concrete Manholes | ||||||||||
| 41 | SMH-0406 | Sewer Manhole, 4' Dia., 0 - 6.0 Ft. Depth | 1 | Ea | $7,250.00 | $7,250.00 | 1 | |||
| 42 | SMH-0408 | Sewer Manhole, 4' Dia., 6.1 - 8.0 Ft. Depth | 1 | Ea | $7,900.00 | $7,900.00 | 2 | |||
| 43 | SMH-0410 | Sewer Manhole, 4' Dia., 8.1 - 10.0 Ft. Depth | 2 | Ea | $9,300.00 | $18,600.00 | ||||
| 43 | SMH-0412 | Sewer Manhole, 4' Dia., 10.1 - 12.0 Ft. Depth | 1 | Ea | $10,250.00 | $10,250.00 | 1 | |||
| 44 | SMH-0414 | Sewer Manhole, 4' Dia., 12.1 - 14.0 Ft. Depth | 2 | Ea | $11,750.00 | $23,500.00 | 1 | |||
| Miscellaneous Services | ||||||||||
| 45 | ABW-04 | Abandon Water Valve, Remove Valve Nut and Valve Box | 8 | Ea | $900.00 | $7,200.00 | ||||
| 46 | ABW-05 | Remove Water Valve, Plug Main | 1 | Ea | $2,210.00 | $2,210.00 | ||||
| 47 | 570-1-24 | St. Augustine Sod | 550 | SY | $6.50 | $3,575.00 | ||||
| Water & Sanitary Sewer Project Total (2021 Dollars)= | $1,929,807.00 |
&L&8&Z&F
Total OPCC
| VENDOR NAME | |||||
| PAY ITEM NO. | ITEM DESCRIPTION | UNIT | QTY | UNIT PRICE | COST |
| 101-1 | MOBILIZATION | LS | 1 | $ - 0 | |
| 102-1 | MAINTENANCE OF TRAFFIC | LS | 1 | $ - 0 | |
| 102-70 | TEMPORAY BARRICADE FENCE (ORANGE) | LF | 350 | $ - 0 | |
| 104-14 | PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION | LS | 1 | $ - 0 | |
| 110-1-1 | CLEARING & GRUBBING | LS | 1 | $ - 0 | |
| 160-4 | TYPE B STABILIZATION | SY | 443 | $ - 0 | |
| 285-704 | OPTIONAL BASE, BASE GROUP 04 | SY | 443 | $ - 0 | |
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | SY | 1774 | $ - 0 | |
| 327-70-V | MILLING EXISTING ASPHALT PAVEMENT, (DEPTH VARIES 2.5 TO 6 INCHES) | SY | 626 | $ - 0 | |
| 334-1-12 | SUPERPAVE ASPHALTIC CONC, TRAFFIC B | SY | 2400 | $ - 0 | |
| 425-1-529 | INLETS, DT BOT, TYPE C, MODIFY | EA | 3 | $ - 0 | |
| 425-2-61 | MANHOLES, P-8, <10' | EA | 4 | $ - 0 | |
| 425-2-91 | MANHOLES, J-8, <10' | EA | 1 | $ - 0 | |
| 430-175-118 | PIPE CULVERT, RCP, ROUND, 18"S/CD | LF | 673 | $ - 0 | |
| 520-1-10 | CONCRETE CURB & GUTTER, TYPE F | LF | 469 | $ - 0 | |
| 522-1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK | SY | 3 | $ - 0 | |
| 522-2 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK | SY | 8 | $ - 0 | |
| 570-1-2 | PERFORMANCE TURF, SOD | SY | 2400 | $ - 0 | |
| PWM-02-04-DIP | Water Main, 4”, DIP (CLASS 51) | LF | 11 | $ - 0 | |
| PWM-02-06-DIP | Water Main, 6”, DIP (CLASS 51) | LF | 18 | $ - 0 | |
| PWM-02-08-DIP | Water Main, 8”, DIP (CLASS 51) | LF | 527 | $ - 0 | |
| PWM-03-08-HDP | HDD Water Main, 8”, HDPE (PE4710, DIPS, DR11, Blue Stripe) | LF | 227 | $ - 0 | |
| WGV-04 | Gate Valve w/Valve Box, 4" | EA | 1 | $ - 0 | |
| WGV-06 | Gate Valve w/Valve Box, 6" | EA | 2 | $ - 0 | |
| WGV-08 | Gate Valve w/Valve Box, 8" | EA | 6 | $ - 0 | |
| CIW-02 | Cut-In Connection To Existing Water Main, 2" | EA | 1 | $ - 0 | |
| CIW-06 | Cut-In Connection To Existing Water Main, 6" | EA | 5 | $ - 0 | |
| CIW-08 | Cut-In Connection To Existing Water Main, 8" | EA | 1 | $ - 0 | |
| FHA-01 | Fire Hydrant Assembly w/ Valve, Valve Box, And Tee | EA | 1 | $ - 0 | |
| PWS-01-0801-40 | Water Service, 8”x1”,20.1-40 Ft., HDPE (PE4710, CTS, DR9) | EA | 7 | $ - 0 | |
| WMS-0158 | Meter Setting, Single, 5/8” | EA | 11 | $ - 0 | |
| EXB-WM-06 | Additional Excavation And Backfill For Water, 4.1’-6.0’ | LF | 50 | $ - 0 | |
| EXB-WM-08 | Additional Excavation And Backfill For Water, 6.1’-8.0’ | LF | 26 | $ - 0 | |
| MHA-01 | Sewer Manhole Top Adjustment, 0-18” | EA | 5 | $ - 0 | |
| FHA-06 | Fire Hydrant Remove & Salvage | EA | 1 | $ - 0 | |
| RWM-06 | Water Main, 6”, Remove and Dispose | LF | 277 | $ - 0 | |
| APW-01 | Placed out of Service Water Main, Grout-Fill | CY | 3 | $ - 0 | |
| BASE BID (See Note 1) | $ - 0 | ||||
| GENERAL NOTES: | |||||
| 1. Enter Total Base Bid in Bonfire and use to compute Bid Bond. | |||||
| 2. PRICE TAX EXEMPT - The bidder(s) will not be exempt from the Florida Sales Tax on materials and services. The City is exempt from the Florida excise taxes on materials, appliances, etc., which are incorporated into and become a part of the finished improvement. | |||||
| 3. All above items as per City of Tallahassee specifications. | |||||
| 4. See construction plans “MLK Jr. Blvd Drainage Improvements, dated November 2025, and section 3.2 Governing Standard Specifications for Standards and Specifications. | |||||
| 5. In the event of an error in extended price, unit cost will prevail. | |||||
| 6. Any item not specifically identified on the bid form shall be considered incidental and all costs associated with that item shall be included using the most appropriate bid item listed. | |||||
| 7. Quantity may vary as curb is to be removed and replaced to nearest joint. |
&L&8&Z&F
File details come from the government source that posted it. Updated .