Pricing_Proposal-24-0692(reference_only).pdf

PDF 215 KB Posted

Attached to
ARPA Stormwater Starkey Facility M10 Modification (PID 003900A) (Rebid)
Solicitation number
24-0692-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

This document is a Pricing Proposal for the Invitation to Bid - Construction (ITB-C) #24-0692-ITB-C, issued for the ARPA Stormwater Starkey Facility M10 Modification project in Florida. The project involves retrofitting and enhancing the existing Starkey M10 Stormwater Management Facility to improve water quality treatment and maintain the existing flooding level of service. The pricing proposal includes a comprehensive list of roadway and drainage items, with detailed quantities for various construction activities such as survey, mobilization, maintenance of traffic, erosion control, excavation, concrete structures, pipe culverts, fencing, sodding, and other related work.

The proposal includes an extensive breakdown of pay items with specific quantities and units, ranging from construction layout and earthwork to concrete pavement, sheet piling, and channel maintenance. A notable feature is the inclusion of an "Unspecified Work" line item with a $640,000 allocation. The project appears to be funded through ARPA (American Rescue Plan Act) and focuses on water management infrastructure improvements in the Starkey Watershed. The bid covers multiple technical aspects of stormwater facility modification, including weir construction, pond excavation, erosion control, and site restoration, with quantities specified for each component to provide a comprehensive scope of work for potential contractors.

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Invitation to Bid - Construction (ITB-C) #24-0692-ITB-C Title: ARPA Stormwater Starkey Facility M10 Modification (PID 003900A) (Rebid)

9. Pricing Proposal

ROADWAY AND DRAINAGE ITEMS

Pay Item No. Description Quantity Unit Unit Price Amount

005-0700 SURVEY, Construction Layout 1 LS

005-0703 SURVEY, Earthwork Quantity

Measurements

1 LS

005-0850 SURVEY, Permitting As-built

Requirements

1 LS

101-0100 MOBILIZATION 1 LS

102-1000 MAINTENANCE OF TRAFFIC 1 LS

102-1099 VARIABLE MESSAGE BOARD 90 ED

102-5000 WATER, for Dust Control 30 THG

104-1 PREVENTION, CONTROL AND

ABATEMENT OF EROSION & WATER

POLLUTION

1 LS

104-10 SILT FENCE, Staked 2,000 LF

104-12 TURBIDITY BARRIER, Floating 200 LF

104-18 INLET PROTECTION 7 EA

104-20 SOIL TRACKING PREVENTION DEVICE 2 EA

110-0100 CLEARING & GRUBBING 1 LS

120-0810 DEWATERING 1 LS

120-1100 GRADING 1 LS

120-1200 REMOVAL OF PROPOSED WEIR SITE

SOILS, Soil hauled to landfill by

Contractor, including tipping fee

39 TN

120-1210 EXCAVATION, Pond M10 and 6C 49,100 CY

Pay Item No. Description Quantity Unit Unit Price Amount

120-2000 SLURRY WALL 2,635 SF

125-3058 BEDDING MATERIAL, Crushed Stone, Size #57, Including Geo-textile Wrap

178 TN

160-0009 STABILIZATION, Type B, LBR 40, 9"

Min. Thickness

5,000 SY

162-1000 ORGANIC SOIL LAYER, 8" 5,182 SY

350-0206 PAVEMENT, Cement Concrete, 6" Min

Thickness (Driveways)

100 SY

400-2-15 CONCRETE STRUCTURES, CLASS II,

Sheet Pile Cap

6 CY

415-1-6 REINFORCING STEEL, Sheet Pile Cap 400 LB

425-377-

INLET, Ditch Bottom, FDOT Type H, >

10'

1 LS

430-122-

PIPE CULVERT, CONCRETE, Elliptical, 43" x 68" ID

240 LF

430-425-

END SECTION, MITERED, Cross Drain, 12" RCP, index 430-021

1 EA

430-425-

4368-2 END SECTION, MITERED, Cross Drain, 43" x 68" ERCP, index 430-021, slope

1:2

1 EA

430-425-

4368-4 END SECTION, MITERED, Cross Drain, 43" x 68" ERCP, index 430-021, slope

1:4

1 EA

455-133-1 PILING, SHEET, Steel 600 SF

524-1 DITCH PAVEMENT – Concrete 6" Thick 490 SY

530-2000 RIPRAP, Rubble w/ Filter Fabric 415 TN

550-10 FENCE, FDOT Type B, 6' Height (Black

Vinyl Coated w/top rail)

1,775 LF

550-60 GATE, SLIDE, Cantilever, FDOT Fence

Type B, 6' Height x 20' Width (Black

Vinyl Coated w/top rail)

3 EA

570-575 SODDING, Bahia 11,550 SY

900-0100 SIGN, PROJECT IDENTIFICATION,

Install and Maintain

1 LS

900-2000 MAINTENANCE OF CHANNEL FLOW 1 LS

TOTAL

OTHER ITEMS

999-0000 UNSPECIFIED WORK 1 EA $640,000.00

TOTAL

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