3-3. REQUIRED Brookwood Price Schedule.xls
XLS spreadsheet 56 KB Posted
- Attached to
- Brookwood Drive Drainage Improvements
- Solicitation number
- IFB-082-25-RM
- Issued by
- Leon County, Florida
About this file
This document is a detailed Price Schedule and Opinion of Probable Construction Cost (OPCC) for the City of Tallahassee's Georgia Street Drainage and Infrastructure Improvements - Phase IV project, focusing on water and sanitary sewer infrastructure. The project involves extensive infrastructure work including mobilization, temporary traffic control, clearing and grubbing, roadway restoration, potable water main installation, water service connections, fire hydrant assemblies, gravity sewer main construction, sewer services, pre-cast concrete manholes, and miscellaneous services. The project includes specific quantities for various infrastructure components, such as 1,950 linear feet of 8" PVC water main, 428 linear feet of 8" gravity sewer main at 0-6 ft depth, and multiple water and sewer service connections across different depth ranges.
The total water and sanitary sewer project cost is estimated at $1,929,807.00 in 2021 dollars. The pricing schedule provides detailed unit costs for each infrastructure component, with items ranging from mobilization at $152,500 to specific water and sewer main installations priced by depth and material. The project appears to be a comprehensive infrastructure upgrade involving roadway restoration, utility replacements, and drainage improvements, with a focus on precise engineering specifications and systematic infrastructure enhancement. The document includes a comprehensive breakdown of construction elements, allowing for detailed cost estimation and project planning.
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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 |
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Total OPCC
| VENDOR NAME REQUIRED PRICE SHEET | |||||
| 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 | TEMPORARY BARRICADE FENCE | LF | 235 | $ - 0 | |
| 104-10-3 | SEDIMENT BARRIER | LF | 34 | $ - 0 | |
| 104-10-4 | SEDIMENT BARRIER (HAY BALES) | LF | 240 | $ - 0 | |
| 104-10-14 | STORMWATER POLLUTION PREVENTION | LS | 1 | $ - 0 | |
| 104-15 | SOIL TRACKING PREVENTION DEVICE | EA | 2 | $ - 0 | |
| 110-1-1 | CLEARING AND GRUBBING | LS | 1 | $ - 0 | |
| 110-4-10 | REMOVAL OF EXISTING CONCRETE | SY | 18.2 | $ - 0 | |
| 120-1 | REGULAR EXCAVATION | CY | 600 | $ - 0 | |
| 120-6 | EMBANKMENT | CY | 829 | $ - 0 | |
| 125-3 | *SELECT BACKFILL (SEE NOTE TO REVIEWER BELOW) | CY | 10 | $ - 0 | |
| 400-1 | MISC. CONCRETE FOR FLUME, 4" REINFORCED WITH 6" HEADER CURB | SY | 6 | $ - 0 | |
| 400-2-11 | CONCRETE CLASS II, RETAINING WALL | CY | 13.5 | $ - 0 | |
| 400-4-1 | CONCRETE CLASS IV, CULVERTS | CY | 20 | $ - 0 | |
| 400-4-11 | CONCRETE CLASS IV, RETAINING WALL | CY | 8 | $ - 0 | |
| 410-070-0805 | CONCRETE BOX CULVERT (8'x5') | LF | 240 | $ - 0 | |
| 415-1-1 | REINFORCING STEEL - ROADWAY | LB | 4750 | $ - 0 | |
| 415-1-3 | REINFORCING STEEL - RETAINING WALL | LB | 2810 | $ - 0 | |
| 425-1-545 | DBI - TYPE D - PARTIAL | EA | 1 | $ - 0 | |
| 425-2-41 | MANHOLES, P-7, <10' | EA | 1 | $ - 0 | |
| 425-2-63 | MANHOLES, P-8, PARTIAL | EA | 1 | $ - 0 | |
| 425-2-71 | MANHOLES, J-7, <10' | EA | 1 | $ - 0 | |
| 425-2-72 | MANHOLES, J-7, >10' | EA | 1 | $ - 0 | |
| 430-175-118 | PIPE CULVERT, RCP, ROUND, 18" S/CD | LF | 8 | $ - 0 | |
| 430-175-124 | PIPE CULVERT, RCP, ROUND, 24" S/CD | LF | 12 | $ - 0 | |
| 430-175-136 | PIPE CULVERT, RCP, ROUND, 36" S/CD | LF | 50 | $ - 0 | |
| 430-834-1 | CONCRETE COLLARS & JACKETS (24") | EA | 1 | $ - 0 | |
| 430-834-2 | CONCRETE COLLARS & JACKETS (36") | EA | 2 | $ - 0 | |
| 515-1-2 | PIPE HANDRAIL (ALUMINUM) | LF | 65 | $ - 0 | |
| 520-1-11 | 18" CONCRETE CURB & GUTTER | LF | 281 | $ - 0 | |
| 524-1-29 | CONCRETE DITCH PAVEMENT (4" REINFORCED) | SY | 40 | $ - 0 | |
| 530-3-4 | RIPRAP RUBBLE, DITCH LINING | TN | 14.25 | $ - 0 | |
| 530-74 | BEDDING STONE (FOR RIPRAP) | TN | 8.9 | $ - 0 | |
| 550-10-222 | FENCING, TYPE B, 5.1 - 6.0’, W/ TOP RAIL & VINLY COATING | LF | 254 | $ - 0 | |
| 550-60-211 | FENCE GATE, TYPE B, SINGLE, 0'-6.0' OPENING | EA | 1 | $ - 0 | |
| 570-1-2 | PERFORMANCE TURF (SODDING) | SY | 2404 | $ - 0 | |
| 571-1-3 | TURF REINFORCEMENT MAT (PERMANENT, 10 FPS MIN. RATING) | SY | 750 | $ - 0 | |
| 700-1-50 | SINGLE POST SIGN, RELOCATE | AS | 3 | $ - 0 | |
| 700-2-50 | MULTI-POST SIGN, GROUND MOUNT RELOCATE | AS | 1 | $ - 0 | |
| BASE BID (See Note 1) | $ - 0 | ||||
| *NOTE TO REVIEWER - SELECT BACKFILL SHOWN IN PLANS IS INCLUDED IN THE COST OF THE ASSOCIATED ITEMS. PAY ITEM 125-3 AND ESTIMATED QUANTITY ABOVE IS PROVIDED FOR ESTABLISHMENT OF BID COST IN THE EVENT UNSUITABLE SOILS ARE ENCOUNTERED DURING CONSTRUCTION. |
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