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

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Written by GovTribe AI ·

The document is a Pay Items - Price Page for the City of St. Petersburg's 7th Street North and 50th Avenue North Storm Drainage Improvements Part 1 (Project No. 19045-110), prepared by the Engineering & Capital Improvements Department on June 13, 2025. The project involves installing a new stormwater conveyance system with reinforced concrete pipes ranging from 18" to 54" in size, including an 8'x5' concrete box culvert to improve drainage capacity. The comprehensive scope includes roadway and sidewalk reconstruction, new curbs, pavement, traffic signage, striping, and installation of pre-manufactured "Hydroplanter" systems for water quality treatment. The price page details 90+ line items with estimated quantities for various construction elements, including mobilization, traffic control, excavation, pavement, curbing, sidewalks, drainage structures, and restoration activities.

The project is jointly funded by the City of St. Petersburg and the Southwest Florida Water Management District (SWFWMD) through its Cooperative Funding Initiative (CFI), with a potential for future federal funding. The contract base bid total is $375,000, which includes a $350,000 allowance for contract amendments and a $25,000 allowance for permits. The pricing document requires bidders to provide unit prices for each line item, with contingent items marked for potential additional work. Contractors must comply with environmental and permitting requirements from SWFWMD, U.S. Army Corps of Engineers, and Pinellas County Water and Navigation Control Authority, and adhere to the terms of Cooperative Funding Agreement No. 22CF0003690.

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File Type Posted
7th_St_N,_50th_Ave_N_and_Vicinity_Storm_Drainage_Improvements_Part_1_(Project_No._19045-110)_(Addendum_#2_Revision).pdf PDF
Contract_Specifications_Addendum_No._2.pdf PDF
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RE_Funding_for_ECID_Projects_.msg MSG file
7th_St_N,_50th_Ave_N_and_Vicinity_Storm_Drainage_Improvements_Part_1_(Project_No._19045-110)_(Addendum_#1_Revision).pdf PDF
Pinellas_County_Water_and_Navigation_Permit_–_WND-24-00574.pdf PDF
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USACE_Nationwide_Permit_Verification_Letter_–_SAJ-2022-02950_.pdf PDF
SWFWMD_ERP_–_Permit_No._47046309.000.pdf PDF
Geotechnical_Engineering_Services_Report_.pdf PDF
Contingency_Request_Form_(SWFWMD).pdf PDF
22CF0003690-1.pdf PDF
Base_Agreement.pdf PDF
Public_Construction_Bond.pdf PDF
Contract_Specifications.pdf PDF
Bid_Plans.pdf PDF
Bidder_Security_Information.pdf PDF
Florida_Trench_Safety_Act.pdf PDF
Solicitation_Development_Form_-_INTERNAL_USE_ONLY.pdf PDF
Insurance_Requirements_from_Risk_-_INTERANL_USE_ONLY.pdf PDF
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June 13, 2025 Engineering & Capital Improvements Department

Form Revision: 5/29/2025ECID_FORM_DESIGN_0017
7th St N, 50th Ave N and Vicinity Storm Drainage Improvements
Part 1Project 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:
ItemEstimated($)($)
No.DescriptionQuantityUnitUnit PriceTotal Price
G-1.1MOBILIZATION1LS$ - 0
G-2.1TRAFFIC CONTROL1LS$ - 0
G-3.1CLEARING & GRUBBING1LS$ - 0
G-3.2EXCAVATION, UNSUITABLE MATERIAL (CONTINGENT)1LS$ - 0
G-3.3EXCAVATION, ROCK AND BURIED CONCRETE (CONTINGENT)1LS$ - 0
R-1.1STABILIZED SUBGRADE TYPE "B" (9" THICK)6645SY$ - 0
R-2.1BASE MATERIAL - LBR 150 (RECLAIMED CONC, 6" THICK)6645SY$ - 0
R-3.1ADDITIONAL BASE MATERIAL (CONTINGENT)50CY$ - 0
R-4.1ASPHALTIC CONCRETE PAVEMENT (FDOT SP-9.5, 1.5" THICK)6645SY$ - 0
R-5.1CURB (TYPE B)3480LF$ - 0
R-5.2CURB (TYPE C)45LF$ - 0
R-5.3CURB (TYPE D)1090LF$ - 0
R-5.4DROP CURB (TYPE B)625LF$ - 0
R-5.5DROP CURB (TYPE D)65LF$ - 0
R-7.1CONCRETE SIDEWALK (4" THICK)14790SF$ - 0
R-9.1SIDEWALK CURB RAMP, FDOT CR-A10EA$ - 0
R-9.2SIDEWALK CURB RAMP, FDOT CR-C1EA$ - 0
R-9.3SIDEWALK CURB RAMP, FDOT CR-E9EA$ - 0
R-10.1DRIVEWAY, CONCRETE RESIDENTIAL (5")231SY$ - 0
R-10.2DRIVEWAY, CONCRETE COMMERCIAL (6")230SY$ - 0
R-10.3DRIVEWAY, SPECIALTY PAVERS RESIDENTIAL89SY$ - 0
R-11.1SPEED HUMP3EA$ - 0
D-1.115" RCP CLASS III10LF$ - 0
D-1.218" RCP CLASS III150LF$ - 0
D-1.324" RCP CLASS III190LF$ - 0
D-1.430" RCP CLASS III135LF$ - 0
D-1.536" RCP CLASS III355LF$ - 0
D-1.642" RCP CLASS III435LF$ - 0
D-1.748" RCP CLASS III50LF$ - 0
D-1.854" RCP CLASS III430LF$ - 0
D-1.966" RCP CLASS III1140LF$ - 0
D-1.1012"x18" ERCP CLASS III35LF$ - 0
D-1.1114"x23" ERCP CLASS III35LF$ - 0
D-7.18' x 5' CONC BOX CULVERT156LF$ - 051
D-8.1STORM MANHOLE TYPE III (4x4)3EA$ - 0
D-8.2STORM MANHOLE TYPE III (5x5)1EA$ - 0
D-8.3STORM MANHOLE TYPE III (6x4)2EA$ - 0
D-8.4STORM MANHOLE TYPE III (7x4)3EA$ - 0
D-8.5STORM MANHOLE TYPE III (7x6)1EA$ - 0
D-8.6STORM MANHOLE TYPE III (8x8)2EA$ - 0
D-8.7STORM MANHOLE TYPE III (8x8) MOD1EA$ - 0
D-8.8STORM MANHOLE TYPE III (9x4)1EA$ - 0
D-8.9STORM MANHOLE TYPE III (9x5)2EA$ - 0
D-8.10STORM MANHOLE TYPE III (9x7)1EA$ - 0
D-8.11STORM MANHOLE TYPE III (9x8)1EA$ - 0
D-8.12STORM MANHOLE TYPE IV (12x6')1EA$ - 0
D-15.1CONFLICT STRUCTURE, TYPE III MANHOLE (9'X5')1EA$ - 0
D-16.1CATCH BASIN TYPE I (3'6"X2'8")1EA$ - 0
D-16.2CATCH BASIN TYPE I (3'6"X2'8") MOD1EA$ - 0
D-16.3CATCH BASIN TYPE I-M (3'6"X2'8")3EA$ - 0
D-16.4CATCH BASIN TYPE I-M (3'6"X2'8") MOD1EA$ - 0
D-16.5CATCH BASIN TYPE I-M2 (3'6"X2'8")1EA$ - 0
D-16.6CATCH BASIN TYPE I-M2 (7'8"X3'6") MOD1EA$ - 0
D-16.7CATCH BAIN II-M (2'8"X7'8")3EA$ - 0
D-16.8CATCH BASIN II-M2 (2'8"X7'8")3EA$ - 0
D-16.9CATCH BASIN II-M2 (2'8"X7'8") MOD1EA$ - 0
D-16.10CATCH BASIN II-M2 (7'8"X3'6")3EA$ - 0
D-16.11CATCH BASIN II-M2 (7'8"X5')4EA$ - 0
D-16.12CURB INLET TYPE P-1 (48" DIA), FDOT1EA$ - 0
D-20.1INLET TYPE I GRATE (2'X3')3EA$ - 0
D-20.2INLET TYPE II GRATE (2'X3') W/ CONCRETE COLLAR CURB2EA$ - 0
D-20.3INLET TYPE III GRATE (4'6"X3'10")1EA$ - 0
D-20.4TYPE C DBI, FDOT1EA$ - 0
D-23.1HEADWALL (8x5 CONCRETE BOX CULVERT)1EA$ - 0
D-33.1MANHOLE RISER, TYPE II 4' DIA2EA$ - 0
D-33.2MANHOLE RISER, TYPE II 4' DIA FOR BOX CULVERT1EA$ - 0
D-36.1DEWATERING/DRAINAGE CONTROL1LS$ - 0
S-1.1SANITARY SEWER, 8" PVC220LF$ - 0
S-2.1SANITARY SEWER MANHOLE - PRECAST CONCRETE (4' DIA)1EA$ - 0
S-2.2SANITARY SEWER MANHOLE - FIBERGLASS (4' DIA)1EA$ - 0
W-8.2HYDRANT RELOCATION1EA$ - 0
W-14.13/4” - 1" SERVICE CONNECTION (CONTINGENT)13EA$ - 0
W-14.21.5” - 2" SERVICE CONNECTION (CONTINGENT)5EA$ - 0
W-25.1HORIZONTAL OFFSET OF EXISTING 6" WATER MAIN35LF$ - 0
W-25.2HORIZONTAL OFFSET OF EXISTING 8" WATER MAIN30LF$ - 0
W-25.3VERTICAL OFFSET OF EXISTING 2" WATER MAIN30LF$ - 0
W-25.4VERTICAL OFFSET OF EXISTING 6" WATER MAIN175LF$ - 0
W-25.5VERTICAL OFFSET OF EXISTING 8" WATER MAIN65LF$ - 0
M-1.2STRIPING1LS$ - 0
M-5.1HANDRAIL, ALUMINUM50LF$ - 0
M-7.1FLOATING TURBIDITY BARRIER340LF$ - 0
M-7.2STAKED SILT BARRIER3415LF$ - 0
M-12.1RESTORE IRRIGATION SYSTEM (CONTINGENT)1200LF$ - 0
M-14.1TREE REMOVAL12EA$ - 0
M-15.1INLET PROTECTION1LS$ - 0
M-16.1TREE PROTECTION BARRICADES1LS$ - 0
M-17.1HYDROPLANTER SYSTEM (CONTINGENT)1LS$ - 0
M-18.1HYDROPLANTER LANDSCAPING (CONTINGENT)1LS$ - 0
M-19.1SIGN RELOCATION/REINSTALLATION34EA$ - 0
M-19.2SIGN FURNISH & INSTALL23EA$ - 0
H-4SALVAGE MANHOLE CASTING/INLET GRATE11EA$ - 0
H-9.1SALVAGE ASPHALT MILLING700TN$ - 0
C-8.1SODDING11800SY$ - 0
C-10.1ALLEY APRON120SY$ - 0
C-12.1ADJUST MANHOLE FRAME & COVER5EA$ - 0
C-12.2ADJUST VALVE BOX17EA$ - 0
C-12.3ADJUST METER BOX (CONTINGENT)18EA$ - 0
C-13.1PLANT TREE (CONTINGENT)11EA$ - 0
C-14-1TREE WATERING (CONTINGENT)11EA$ - 0
C-15.1EXISTING FENCE RESTORATION1LS$ - 0
C-16.1EXISTING PRIVATE SIGN RELOCATION/RESTORATION1LS$ - 0
C-17.1RESTORATION OF RESIDENTIAL PARKING110SY$ - 0
C-18.1LANDSCAPE RESTORATION (CONTINGENT)1LS$ - 0
M-13.1Allowance for Contract Amendment1−−$ 350,000.00
M-13.2Allowance for Permits1−−$ 25,000.00
CONTRACT BASE BID TOTAL:$ 375,000.00

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