Pay_Items-Price_Page.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- IFB- 25 - 235
- Issued by
- Pinellas County, Florida
About this file
The document is a Pay Items - Price Page for the City of St. Petersburg's 6th Avenue South Separated Bikeway Project (No. 18108-112), located in Florida. The project involves constructing a separated bike lane along 6th Avenue South from Dr. MLK Jr. Street South to 3rd Street South, encompassing extensive infrastructure improvements including curb line and street parking adjustments, asphalt milling and resurfacing, signage installation, and pavement markings. The comprehensive scope includes 50+ line items covering mobilization, traffic control, excavation, concrete work, landscaping, drainage modifications, lighting relocations, and various pavement treatments. The project requires detailed unit pricing for materials and labor across categories such as earthwork, concrete structures, roadway surfaces, signage, traffic control, and landscape elements.
The price page provides a blank template for bidders to complete unit pricing across approximately 75 distinct work items, with quantities specified for each. The estimated project components range from small quantities like 4 tree removals to larger scale work such as 22,635 square yards of asphalt construction and 6,859 linear feet of concrete curbing. Notable elements include architectural brick pavers, landscaping with native plants like Sabal Palms and Coontie shrubs, green bike lane markings, pedestrian signals, and various traffic control and street modification tasks. The contract includes an allowance for amendments and appears to be a comprehensive urban infrastructure improvement project focused on enhancing bicycle and pedestrian infrastructure while upgrading street and sidewalk conditions.
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Text version
18108-112
6th Ave S Separated Bikeway Project No. 18108-112
| 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-1.01 | MOBILIZATION | 1.00 | LS | $ - 0 | ||
| G-2.01 | TEMPORARY TRAFFIC CONTROL | 1.00 | LS | $ - 0 | ||
| G-3.01 | CLEARING & GRUBBING- INCLUDING | |||||
| ASPHALT PAVEMENT AND BASE REMOVAL | 1.29 | AC | $ - 0 | |||
| G-3.02 | REGULAR EXCAVATION | 61 | CY | $ - 0 | ||
| G-3.03 | EMBANKMENT | 338 | CY | $ - 0 | ||
| G-3.04 | LITTER REMOVAL | 2.39 | AC | $ - 0 | ||
| G-3.05 | TREE REMOVAL | 4 | EA | $ - 0 | ||
| G-3.06 | REMOVAL OF EXISTING CONCRETE | 72 | SY | $ - 0 | ||
| G-3.07 | REMOVAL OF CURB & GUTTER | 160 | SY | $ - 0 | ||
| G-3.08 | REMOVAL OF HEADER CURB IN ROAD | 1,175 | SY | $ - 0 | ||
| G-3.09 | REMOVAL OF FLUME/DRIVEWAY | 86 | SY | $ - 0 | ||
| G-3.10 | REMOVAL OF SIDEWALK | 592 | SY | $ - 0 | ||
| G-3.11 | REMOVE SPRINKLERS | 9 | EA | $ - 0 | ||
| R-1 | TYPE B STABILIZATION | 147 | SY | $ - 0 | ||
| R-2 | BASE GROUP 06 (8” CRUSHED CONCRETE) | 133 | SY | $ - 0 | ||
| R-4 | SUPERPAVE ASPHALTIC CONC, TRAFFIC C | 22,635 | SY | $ - 0 | ||
| R-5.01 | CONCRETE CURB, TYPE A | 6,859 | LF | $ - 0 | ||
| R-5.07 | TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE | 1,526 | LF | $ - 0 | ||
| R-5.08 | CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH | 326 | SY | $ - 0 | ||
| R-7.03 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK | 640 | SY | $ - 0 | ||
| R-7.04 | DETECTABLE WARNINGS | 1,827 | SF | $ - 0 | ||
| D-1 | PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 12"S/CD | 48 | LF | $ - 0 | ||
| D-12.02 | VALVE BOXES, ADJUST | 36 | EA | $ - 0 | ||
| D-20.01 | TYPE II STORM MANHOLE (CAST-IN-PLACE) (S40-5) | 1 | EA | $ - 0 | ||
| D-20.02 | TYPE II GRATE INLET (CAST-IN-PLACE) (S40-52) | 1 | EA | $ - 0 | ||
| D-20.03 | TYPE I CATCH BASIN | 1 | EA | $ - 0 | ||
| D-20.04 | MODIFY EXISTING DRAINAGE STRUCTURE | 1 | EA | $ - 0 | ||
| D-21.01 | REPLACE GRATE | 1 | EA | $ - 0 | ||
| D-22.01 | GROUT PIPE INSTALLATION | 26 | LF | $ - 0 | ||
| L-1 | PAVERS, ARCHITECTURAL, SIDEWALK (BRICK PAVERS) | 12,101 | SF | $ - 0 | ||
| L-2 | SMALL SHRUB - ZAMIA PUMILA /COONTIE; 7GA | 676 | EA | $ - 0 | ||
| L-3 | SMALL SHRUB - FICUS MICROCARPA ‘GREEN ISLAND’ / GREEN ISLAND FICUS; 7 GA | 263 | EA | $ - 0 | ||
| L-4 | GROUND COVER - ARACHIS GLABRATA 'ECO TURF' / PERENNIAL PEANUT; 1 GA | 253 | EA | $ - 0 | ||
| L-5 | PALM - SABAL PALMETTO / SABAL PALM, B&B; 14' CT. HT.; 8' MIN | 8 | EA | $ - 0 | ||
| L-6 | CYPRESS MULCH | 886 | SY | $ - 0 | ||
| L-7 | PRE-EMERGANT HERBICIDE | 886 | SY | $ - 0 | ||
| M-7.01 | SEDIMENT BARRIER | 2,222 | LF | $ - 0 | ||
| M-7.03 | INLET PROTECTION SYSTEM | 5 | EA | $ - 0 | ||
| M-12.01 | LIGHTING - PULL BOX, RELOCATE, SIDEWALK | 16 | EA | $ - 0 | ||
| M-12.02 | LIGHT POLE COMPLETE, RELOCATE | 1 | EA | $ - 0 | ||
| M-13 | ALLOWANCE FOR CONTRACT AMENDMENT | 1 | - | $ - 0 | ||
| M-15.01 | SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF | 26 | AS | $ - 0 | ||
| M-15.03 | SINGLE POST SIGN, RELOCATE | 16 | AS | $ - 0 | ||
| M-15.04 | SINGLE POST SIGN, REMOVE | 20 | AS | $ - 0 | ||
| M-17.01 | PATTERNED PAVEMENT, VEHICULAR AREAS - GREEN BIKE LANE | 2,141.79 | SF | $ - 0 | ||
| M-17.04 | PAINTED PAVEMENT MARKINGS, STANDARD, | |||||
| WHITE, SOLID, 6” | 0.76 | GM | $ - 0 | |||
| M-17.06 | PAINTED PAVEMENT MARKINGS, STANDARD, |
WHITE, SOLID FOR CROSSWALK AND
| ROUNDABOUT, 12” | 2,448.77 | LF | $ - 0 | ||||||
| M-17.07 | PAINTED PAVEMENT MARKINGS, STANDARD, | ||||||||
| WHITE, SOLID FOR DIAGONAL | |||||||||
| OR CHEVRON, 18” | 1,592.4 | LF | $ - 0 | ||||||
| M-17.08 | PAINTED PAVEMENT MARKINGS, STANDARD, | ||||||||
| WHITE, SOLID FOR STOP LINE | |||||||||
| OR CROSSWALK, 24” | 2,122.6 | LF | $ - 0 | ||||||
| M-17.10 | PAINTED PAVEMENT MARKINGS, STANDARD, | ||||||||
| WHITE, 2-4 FDOTTED GUIDELINE/6-10 | |||||||||
| DOTTED EXTENSION, 6” | 0.39 | GM | $ - 0 | ||||||
| M-17.11 | PAINTED PAVEMENT MARKINGS, STANDARD, | ||||||||
| WHITE, MESSAGE OR SYMBOL | 23 | EA | $ - 0 | ||||||
| M-17.12 | PAINTED PAVEMENT MARKINGS, STANDARD, | ||||||||
| WHITE, ARROWS | 71 | EA | $ - 0 | ||||||
| M-17.13 | PAINTED PAVEMENT MARKINGS, STANDARD, | ||||||||
| WHITE, YIELD LINE | 60.5 | LF | $ - 0 | ||||||
| M-17.14 | PAINTED PAVEMENT MARKINGS, | ||||||||
| YELLOW, SOLID, 6” | 1.47 | GM | $ - 0 | ||||||
| M-17.15 | PAINTED PAVEMENT MARKINGS, | ||||||||
| YELLOW, SOLID FOR DIAGONAL | |||||||||
| OR CHEVRON, 18” | 264.9 | LF | $ - 0 | ||||||
| M-17.16 | PAINTED PAVEMENT MARKINGS, | ||||||||
| YELLOW, SKIP, 6” | 0.27 | GM | $ - 0 | ||||||
| M-17.18 | THERMOPLASTIC, STANDARD, WHITE, | ||||||||
| SOLID, 12” FOR CROSSWALK | |||||||||
| AND ROUNDABOUT | 2,448.8 | LF | $ - 0 | ||||||
| M-17.19 | THERMOPLASTIC, STANDARD, WHITE, | ||||||||
| SOLID, 18” FOR DIAGONALS AND CHEVRONS | 1,592.4 | LF | $ - 0 | ||||||
| M-17.20 | THERMOPLASTIC, STANDARD, WHITE, | ||||||||
| SOLID, 24” FOR STOP LINE AND CROSSWALK | 2,122.6 | LF | $ - 0 | ||||||
| M-17.21 | THERMOPLASTIC, STANDARD, WHITE, 2-4 | ||||||||
| DOTTED GUIDELINE/6-10 GAP EXTENSION, 6” | 0.39 | GM | $ - 0 | ||||||
| M-17.22 | THERMOPLASTIC, STANDARD, | ||||||||
| WHITE, MESSAGE OR SYMBOL | 22 | EA | $ - 0 | ||||||
| M-17.23 | THERMOPLASTIC, STANDARD, WHITE, ARROW | 33 | EA | $ - 0 | |||||
| M-17.24 | THERMOPLASTIC, STANDARD, WHITE, | ||||||||
| YIELD LINE | 61 | LF | $ - 0 | ||||||
| M-17.25 | THERMOPLASTIC, STANDARD, YELLOW, | ||||||||
| SOLID, 18” FOR DIAGONAL OR CHEVRON | 264.9 | LF | $ - 0 | ||||||
| M-17.26 | THERMOPLASTIC, STANDARD, WHITE, | ||||||||
| SOLID, 6" | 0.76 | GM | $ - 0 | ||||||
| M-17.27 | THERMOPLASTIC, STANDARD, | ||||||||
| YELLOW, SOLID, 6" | 1.47 | GM | $ - 0 | ||||||
| M-17.31 | THERMOPLASTIC, STANDARD, | ||||||||
| YELLOW, SKIP, 6” | 0.27 | GM | $ - 0 | ||||||
| M-17.32 | THERMO, STD, BLUE, SOLID, 6" | 0 | LF | $ - 0 | |||||
| M-18.18 | PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY | 5 | AS | $ - 0 | |||||
| M-19.01 | BENCH, RELOCATE | 1 | EA | $ - 0 | |||||
| M-20.01 | PERMANENT COUNTING STATION - ROADSYS HI-TRAC CMU | 2 | EA | $ - 0 | |||||
| H-6.01 | SALVAGE BRICK PAVERS | 2,535 | SY | $ - 0 | |||||
| SALVAGE BRICK PAVERS IN ROAD | 1,879 | $ - 0 | |||||||
| SALVAGE BRICK PAVERS IN SIDEWALK | 656 | $ - 0 | |||||||
| H-7.01 | SALVAGE PARKING METERS | 49 | EA | $ - 0 | |||||
| H-8.01 | SALVAGE BOLLARDS (CONCRETE LIGHTS) | 35 | EA | $ - 0 | |||||
| N-3.01 | MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH | 18,509 | SY | $ - 0 | |||||
| CONTRACT BID TOTAL: | $ - 0 |
File details come from the government source that posted it. Updated .