Pricing_Proposal_(reference_only).pdf

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Attached to
Stormwater Starkey Facility M10 Modification (PID 003900A) - ARPA Funded
Solicitation number
23-1234-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

This document is a Pricing Proposal for the Stormwater Starkey Facility M10 Modification (PID 003900A) project, involving Pinellas County, Florida, and funded through Penny for Pinellas, SWFWMD, and ARPA. The proposal includes a comprehensive itemized list of roadway and drainage construction items, with quantities specified for various activities such as survey work, mobilization, maintenance of traffic, erosion control, grading, concrete structures, pipe culverts, fencing, sodding, and restoration of privately owned features. The project aims to retrofit and enhance an existing stormwater management facility by constructing two treatment ponds west of Tall Pines Dr. and a weir in the Starkey M10 Mitigation facility to improve water quality treatment while maintaining the existing flood protection service level.

The pricing proposal includes a detailed breakdown of pay items with quantities, units, and spaces for unit prices and total amounts. A notable feature is the $430,000 line item for "Unspecified Work," which provides flexibility for potential additional or unforeseen project requirements. The quantities are substantial, including 11,550 square yards of organic soil layer, 1,775 linear feet of FDOT Type B fence, 240 linear feet of concrete elliptical pipe culvert, and various other construction materials and services. The project will be accessed via 126th Ave. N and Tall Pines Dr., with multiple environmental and infrastructure improvement components designed to enhance the watershed's stormwater management capabilities.

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Invitation to Bid - Construction (ITB-C) #23-1234-ITB-C Title: Stormwater Starkey Facility M10 Modification (PID 003900A)

9. Pricing Proposal

ROADWAY AND DRAINAGE ITEMS

Pay Item No. Description Quantity Unit Unit Price Amount

005-0700 SURVEY, Construction Layout 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, Three 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

104-20 SOIL TRACKING PREVENTION DEVICE 2 EA

104-18 INLET PROTECTION 7 EA

110-0100 CLEARING & GRUBBING 1 LS

120-0810 DEWATERING, with Treatment 1 LS

120-1100 GRADING 1 LS

120-2000 SLURRY WALL 1,730 SF

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

190 TN

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

Min. Thickness

5,000 SY

Pay Item No. Description Quantity Unit Unit Price Amount

162-1000 ORGANIC SOIL LAYER, 8" 11,550 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 520 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 714 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

800-1601 RESTORATION OF PRIVATELY OWNED

FEATURES AND FACILITIES

1 LS

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 $430,000.00

TOTAL

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