Pay_Items_-_Price_Page.xlsx
XLSX spreadsheet 84 KB Posted
- Attached to
- 7th St N, 50th Ave N and Vicinity Storm Drainage Improvements Part 1 (Project No. 19045-110)
- Solicitation number
- IFB- 25 - 289
- Issued by
- Pinellas County, Florida
About this file
The document is a Pay Items - Price Page for the City of St. Petersburg's 7th St N, 50th Ave N and Vicinity Storm Drainage Improvements Part 1 (Project No. 19045-110), prepared by the Engineering & Capital Improvements Department on June 13, 2025. The comprehensive infrastructure project involves installing a new stormwater conveyance system with reinforced concrete pipes ranging from 15" to 66" in size, including an 8'x5' concrete box culvert. The bid document includes 89 distinct line items covering mobilization, traffic control, excavation, pavement, curbing, sidewalks, drainage structures, sanitary sewer work, water main modifications, landscaping, and miscellaneous restoration activities. The project encompasses approximately 6,645 square yards of roadway, 14,790 square feet of sidewalk, multiple curb types, and various drainage infrastructure components.
The total contract base bid is set at $375,000, with two specific allowances: $350,000 for contract amendments and $25,000 for permits. The project is jointly funded by the City of St. Petersburg and the Southwest Florida Water Management District (SWFWMD) through its Cooperative Funding Initiative, with potential future federal funding. While no specific small business enterprise (SBE) set-aside is mentioned, the total project budget is estimated at $6,300,000, with contractors permitted to subcontract up to 75% of the work. The project requires strict environmental and permitting compliance from multiple agencies, including SWFWMD, U.S. Army Corps of Engineers, and Pinellas County Water and Navigation Control Authority. The maximum contract completion time is 365 calendar days for substantial completion, with an additional 30 days for final completion.
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Text version
June 13, 2025 Engineering & Capital Improvements Department
| Form Revision: 5/29/2025 | ECID_FORM_DESIGN_0017 | ||
| 7th St N, 50th Ave N and Vicinity Storm Drainage Improvements | |||
| Part 1 | Project No. | 19045-110 |
| Pay Items - Price Page |
| The Bidder proposes to furnish all material and equipment and perform all Work for the following prices: |
| The Bidder shall provide unit prices in the yellow spaces provided: |
| Insert Bidder/Company Name: | ||||||
| Item | Estimated | ($) | ($) | |||
| No. | Description | Quantity | Unit | Unit Price | Total Price | |
| G-1.1 | MOBILIZATION | 1 | LS | $ - 0 | ||
| G-2.1 | TRAFFIC CONTROL | 1 | LS | $ - 0 | ||
| G-3.1 | CLEARING & GRUBBING | 1 | LS | $ - 0 | ||
| G-3.2 | EXCAVATION, UNSUITABLE MATERIAL (CONTINGENT) | 1 | LS | $ - 0 | ||
| G-3.3 | EXCAVATION, ROCK AND BURIED CONCRETE (CONTINGENT) | 1 | LS | $ - 0 | ||
| R-1.1 | STABILIZED SUBGRADE TYPE "B" (9" THICK) | 6645 | SY | $ - 0 | ||
| R-2.1 | BASE MATERIAL - LBR 150 (RECLAIMED CONC, 6" THICK) | 6645 | SY | $ - 0 | ||
| R-3.1 | ADDITIONAL BASE MATERIAL (CONTINGENT) | 50 | CY | $ - 0 | ||
| R-4.1 | ASPHALTIC CONCRETE PAVEMENT (FDOT SP-9.5, 1.5" THICK) | 6645 | SY | $ - 0 | ||
| R-5.1 | CURB (TYPE B) | 3480 | LF | $ - 0 | ||
| R-5.2 | CURB (TYPE C) | 45 | LF | $ - 0 | ||
| R-5.3 | CURB (TYPE D) | 1090 | LF | $ - 0 | ||
| R-5.4 | DROP CURB (TYPE B) | 625 | LF | $ - 0 | ||
| R-5.5 | DROP CURB (TYPE D) | 65 | LF | $ - 0 | ||
| R-7.1 | CONCRETE SIDEWALK (4" THICK) | 14790 | SF | $ - 0 | ||
| R-9.1 | SIDEWALK CURB RAMP, FDOT CR-A | 10 | EA | $ - 0 | ||
| R-9.2 | SIDEWALK CURB RAMP, FDOT CR-C | 1 | EA | $ - 0 | ||
| R-9.3 | SIDEWALK CURB RAMP, FDOT CR-E | 9 | EA | $ - 0 | ||
| R-10.1 | DRIVEWAY, CONCRETE RESIDENTIAL (5") | 231 | SY | $ - 0 | ||
| R-10.2 | DRIVEWAY, CONCRETE COMMERCIAL (6") | 230 | SY | $ - 0 | ||
| R-10.3 | DRIVEWAY, SPECIALTY PAVERS RESIDENTIAL | 89 | SY | $ - 0 | ||
| R-11.1 | SPEED HUMP | 3 | EA | $ - 0 | ||
| D-1.1 | 15" RCP CLASS III | 10 | LF | $ - 0 | ||
| D-1.2 | 18" RCP CLASS III | 150 | LF | $ - 0 | ||
| D-1.3 | 24" RCP CLASS III | 190 | LF | $ - 0 | ||
| D-1.4 | 30" RCP CLASS III | 135 | LF | $ - 0 | ||
| D-1.5 | 36" RCP CLASS III | 355 | LF | $ - 0 | ||
| D-1.6 | 42" RCP CLASS III | 435 | LF | $ - 0 | ||
| D-1.7 | 48" RCP CLASS III | 50 | LF | $ - 0 | ||
| D-1.8 | 54" RCP CLASS III | 430 | LF | $ - 0 | ||
| D-1.9 | 66" RCP CLASS III | 1140 | LF | $ - 0 | ||
| D-1.10 | 12"x18" ERCP CLASS III | 35 | LF | $ - 0 | ||
| D-1.11 | 14"x23" ERCP CLASS III | 35 | LF | $ - 0 | ||
| D-7.1 | 8' x 5' CONC BOX CULVERT | 156 | LF | $ - 0 | 51 | |
| D-8.1 | STORM MANHOLE TYPE III (4x4) | 3 | EA | $ - 0 | ||
| D-8.2 | STORM MANHOLE TYPE III (5x5) | 1 | EA | $ - 0 | ||
| D-8.3 | STORM MANHOLE TYPE III (6x4) | 2 | EA | $ - 0 | ||
| D-8.4 | STORM MANHOLE TYPE III (7x4) | 3 | EA | $ - 0 | ||
| D-8.5 | STORM MANHOLE TYPE III (7x6) | 1 | EA | $ - 0 | ||
| D-8.6 | STORM MANHOLE TYPE III (8x8) | 2 | EA | $ - 0 | ||
| D-8.7 | STORM MANHOLE TYPE III (8x8) MOD | 1 | EA | $ - 0 | ||
| D-8.8 | STORM MANHOLE TYPE III (9x4) | 1 | EA | $ - 0 | ||
| D-8.9 | STORM MANHOLE TYPE III (9x5) | 2 | EA | $ - 0 | ||
| D-8.10 | STORM MANHOLE TYPE III (9x7) | 1 | EA | $ - 0 | ||
| D-8.11 | STORM MANHOLE TYPE III (9x8) | 1 | EA | $ - 0 | ||
| D-8.12 | STORM MANHOLE TYPE IV (12x6') | 1 | EA | $ - 0 | ||
| D-15.1 | CONFLICT STRUCTURE, TYPE III MANHOLE (9'X5') | 1 | EA | $ - 0 | ||
| D-16.1 | CATCH BASIN TYPE I (3'6"X2'8") | 1 | EA | $ - 0 | ||
| D-16.2 | CATCH BASIN TYPE I (3'6"X2'8") MOD | 1 | EA | $ - 0 | ||
| D-16.3 | CATCH BASIN TYPE I-M (3'6"X2'8") | 3 | EA | $ - 0 | ||
| D-16.4 | CATCH BASIN TYPE I-M (3'6"X2'8") MOD | 1 | EA | $ - 0 | ||
| D-16.5 | CATCH BASIN TYPE I-M2 (3'6"X2'8") | 1 | EA | $ - 0 | ||
| D-16.6 | CATCH BASIN TYPE I-M2 (7'8"X3'6") MOD | 1 | EA | $ - 0 | ||
| D-16.7 | CATCH BAIN II-M (2'8"X7'8") | 3 | EA | $ - 0 | ||
| D-16.8 | CATCH BASIN II-M2 (2'8"X7'8") | 3 | EA | $ - 0 | ||
| D-16.9 | CATCH BASIN II-M2 (2'8"X7'8") MOD | 1 | EA | $ - 0 | ||
| D-16.10 | CATCH BASIN II-M2 (7'8"X3'6") | 3 | EA | $ - 0 | ||
| D-16.11 | CATCH BASIN II-M2 (7'8"X5') | 4 | EA | $ - 0 | ||
| D-16.12 | CURB INLET TYPE P-1 (48" DIA), FDOT | 1 | EA | $ - 0 | ||
| D-20.1 | INLET TYPE I GRATE (2'X3') | 3 | EA | $ - 0 | ||
| D-20.2 | INLET TYPE II GRATE (2'X3') W/ CONCRETE COLLAR CURB | 2 | EA | $ - 0 | ||
| D-20.3 | INLET TYPE III GRATE (4'6"X3'10") | 1 | EA | $ - 0 | ||
| D-20.4 | TYPE C DBI, FDOT | 1 | EA | $ - 0 | ||
| D-23.1 | HEADWALL (8x5 CONCRETE BOX CULVERT) | 1 | EA | $ - 0 | ||
| D-33.1 | MANHOLE RISER, TYPE II 4' DIA | 2 | EA | $ - 0 | ||
| D-33.2 | MANHOLE RISER, TYPE II 4' DIA FOR BOX CULVERT | 1 | EA | $ - 0 | ||
| D-36.1 | DEWATERING/DRAINAGE CONTROL | 1 | LS | $ - 0 | ||
| S-1.1 | SANITARY SEWER, 8" PVC | 220 | LF | $ - 0 | ||
| S-2.1 | SANITARY SEWER MANHOLE - PRECAST CONCRETE (4' DIA) | 1 | EA | $ - 0 | ||
| S-2.2 | SANITARY SEWER MANHOLE - FIBERGLASS (4' DIA) | 1 | EA | $ - 0 | ||
| W-8.2 | HYDRANT RELOCATION | 1 | EA | $ - 0 | ||
| W-14.1 | 3/4” - 1" SERVICE CONNECTION (CONTINGENT) | 13 | EA | $ - 0 | ||
| W-14.2 | 1.5” - 2" SERVICE CONNECTION (CONTINGENT) | 5 | EA | $ - 0 | ||
| W-25.1 | HORIZONTAL OFFSET OF EXISTING 6" WATER MAIN | 35 | LF | $ - 0 | ||
| W-25.2 | HORIZONTAL OFFSET OF EXISTING 8" WATER MAIN | 30 | LF | $ - 0 | ||
| W-25.3 | VERTICAL OFFSET OF EXISTING 2" WATER MAIN | 30 | LF | $ - 0 | ||
| W-25.4 | VERTICAL OFFSET OF EXISTING 6" WATER MAIN | 175 | LF | $ - 0 | ||
| W-25.5 | VERTICAL OFFSET OF EXISTING 8" WATER MAIN | 65 | LF | $ - 0 | ||
| M-1.2 | STRIPING | 1 | LS | $ - 0 | ||
| M-5.1 | HANDRAIL, ALUMINUM | 50 | LF | $ - 0 | ||
| M-7.1 | FLOATING TURBIDITY BARRIER | 340 | LF | $ - 0 | ||
| M-7.2 | STAKED SILT BARRIER | 3415 | LF | $ - 0 | ||
| M-12.1 | RESTORE IRRIGATION SYSTEM (CONTINGENT) | 1200 | LF | $ - 0 | ||
| M-14.1 | TREE REMOVAL | 12 | EA | $ - 0 | ||
| M-15.1 | INLET PROTECTION | 1 | LS | $ - 0 | ||
| M-16.1 | TREE PROTECTION BARRICADES | 1 | LS | $ - 0 | ||
| M-17.1 | HYDROPLANTER SYSTEM (CONTINGENT) | 1 | LS | $ - 0 | ||
| M-18.1 | HYDROPLANTER LANDSCAPING (CONTINGENT) | 1 | LS | $ - 0 | ||
| M-19.1 | SIGN RELOCATION/REINSTALLATION | 34 | EA | $ - 0 | ||
| M-19.2 | SIGN FURNISH & INSTALL | 23 | EA | $ - 0 | ||
| H-4 | SALVAGE MANHOLE CASTING/INLET GRATE | 11 | EA | $ - 0 | ||
| H-9.1 | SALVAGE ASPHALT MILLING | 700 | TN | $ - 0 | ||
| C-8.1 | SODDING | 11800 | SY | $ - 0 | ||
| C-10.1 | ALLEY APRON | 120 | SY | $ - 0 | ||
| C-12.1 | ADJUST MANHOLE FRAME & COVER | 5 | EA | $ - 0 | ||
| C-12.2 | ADJUST VALVE BOX | 17 | EA | $ - 0 | ||
| C-12.3 | ADJUST METER BOX (CONTINGENT) | 18 | EA | $ - 0 | ||
| C-13.1 | PLANT TREE (CONTINGENT) | 11 | EA | $ - 0 | ||
| C-14-1 | TREE WATERING (CONTINGENT) | 11 | EA | $ - 0 | ||
| C-15.1 | EXISTING FENCE RESTORATION | 1 | LS | $ - 0 | ||
| C-16.1 | EXISTING PRIVATE SIGN RELOCATION/RESTORATION | 1 | LS | $ - 0 | ||
| C-17.1 | RESTORATION OF RESIDENTIAL PARKING | 110 | SY | $ - 0 | ||
| C-18.1 | LANDSCAPE RESTORATION (CONTINGENT) | 1 | LS | $ - 0 | ||
| M-13.1 | Allowance for Contract Amendment | 1 | − | − | $ 350,000.00 | |
| M-13.2 | Allowance for Permits | 1 | − | − | $ 25,000.00 | |
| CONTRACT BASE BID TOTAL: | $ 375,000.00 |
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