Pricing_Proposal_(FOR_REFERENCE_ONLY).pdf

211 KB Posted

Attached to
53rd Avenue N. Force Main Replacement (PID 005582A)
Solicitation number
24-0791-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

Written by GovTribe AI ·

This document is a Pricing Proposal for the 53rd Avenue N. Force Main Replacement project (PID 005582A), a municipal infrastructure improvement initiative in Florida. The project involves replacing an aging 20" and 24" concrete force main with new PVC force main using open cut and horizontal directional drilling (HDD) techniques. The pricing proposal includes detailed line items across three main sections: Miscellaneous, Proposed Improvements, and Unspecified Work - Contingency. Key quantities include 1,440 linear feet of 20" PVC pipe, 831 linear feet of 20" directional drill fusible PVC pipe, 4,246 square yards of asphalt pavement milling, and 585 cubic yards of roadway base. Additional components include 16 bollards, 4 speed bump replacements, and various pavement markings and thermoplastic installations.

The pricing proposal includes a contingency line item of $202,196.25, which represents unspecified work and potential additional project needs. The document provides a comprehensive breakdown of materials, quantities, and units of measure, with line items covering surveying, construction layout, traffic maintenance, excavation, concrete fill, asphalt work, pipe installation, valves, fittings, and other infrastructure-related components. The proposal is structured to allow precise cost estimation for each aspect of the force main replacement project, with line items measured in various units such as linear feet (LF), cubic yards (CY), square yards (SY), tons (TN), and each (EA). The last edit date on the document is 5.20.2024, indicating recent preparation for the bidding process.

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Other files

File Type Posted
53rd_Avenue_N._Force_Main_Replacement_(PID_005582A).pdf PDF
QUALIFICATION_SUBMITTAL_FORM.pdf PDF
24-0791-ITB-C_Sample_Construction_Agreement.pdf PDF
24-0791_Affdavit_of_Release_and_Guarantee.pdf PDF
Geotechnical_Report.pdf PDF
Performance_and_Payment_Bonds.pdf PDF
Tech_Specs_005582A_Signed_and_sealed.pdf PDF
Appendix_1_Permits.pdf PDF
Sample_Change_Order.pdf PDF
005582A_Location_Map.pdf PDF
005582A_Plans_signed_and_Sealed.pdf PDF
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005582A__Liquidated_Damages_(Construction).pdf PDF
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FDEP_Exemption_Letter.pdf PDF
005582A_County_LD_Schedule.xlsx XLSX spreadsheet
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Invitation to Bid - Construction (ITB-C) #24-0791-REQ Title: 53rd Avenue N. Force Main Replacement (PID 005582A)

10. Pricing Proposal

MISCELANEOUS

Item Description Quantity Unit of

Measure Unit Price Total

005-0700 SURVEY, CONSTRUCTION LAYOUT 1 LS

005-0850 SURVEY, PERMITTING AS-BUILT

REQUIREMENTS

1 LS

101-0100 MOBILIZATION 1 EA

102-1000 MAINTENANCE OF TRAFFIC 1 EA

TOTAL

PROPOSED IMPROVEMENTS

Last edited 5.20.2024

Line Item Description Quantity Unit of

Measure Unit Cost Total

102-1801 PAVEMENT MARKING, 6" WIDE,

TEMPORARY, (SKIP OR SOLID) (WHITE,

BLACK, OR YELLOW)

1,060 LF

102-1802 PAVEMENT MARKING, TEMPORARY

ALL WIDTHS

510 LF

120-0020 EXCAVATION, UNSUITABLE MATERIAL 158 CY

121-1000 FLOWABLE CONCRETE FILL 235 CY

200-1000 ROADWAY BASE, LIME ROCK, PRIMED,

MIN. LBR 100, VARIABLE THICKNESS

585 CY

334-3095-

SUPERPAVE ASPHALT CONCRETE,

TYPE SP 9.5, FINE, TRAFFIC LEVEL C,

VARIABLE THICKNESS

717 TN

380-2200 MILLING EXISTING ASPHALT

PAVEMENT, 2" AVERAGE DEPTH

4,246 SY

Line Item Description Quantity Unit of

Measure Unit Cost Total

550-1100 BOLLARD 16 EA

575-0108 SODDING, IN-KIND 65 SY

632-8901 REPLACE EXISTING SPEED BUMPS IN-

KIND , CONCRETE

4 EA

706-3 PAVEMENT MARKERS, RETRO-

REFLECTIVE

56 EA

711-11-123 THERMOPLASTIC, STANDARD, WHITE,

SOLID, 12"

440 LF

711-11-125 THERMOPLASTIC, STANDARD, WHITE,

SOLID, 24"

70 LF

711-11-221 THERMOPLASTIC, STANDARD,

YELLOW, SOLID, 6"

1,060 LF

SS-330521-

202-20FP18

20" DIRECTIONAL DRILL FUSIBLE PVC

PIPE, C-900 DR 18

831 LF

SS-333400-

105-92024

DISCONNECT AND PLUG 20" OR 24"

PIPE

2 EA

SS-333400-

304-16PRJ18

16" PVC RESTRAINED JOINT PIPE &

FITTINGS, C-900 DR 18 (FORCE MAIN)

14 LF

SS-333400-

304-20P

20" PVC PIPE, C-900 DR 18 (FORCE

MAIN)

1,440 LF

SS-333400-

304-20PRJ18

20" PVC RESTRAINED JOINT PIPE &

FITTINGS, C-900 DR 18 (FORCE MAIN)

642 LF

SS-333400-

309-24SC

24" SLEEVED CONNECTION 1 EA

SS-333400-

309-C153

DI FITTINGS C153 (COMPACT BODY) 5.66 TN

SS-333400-

310-08AROS

AIR RELEASE ASSEMBLY (OFFSET) 4 EA

Measure Unit Cost Total

SS-333400-

310-

20RW515

20" GATE VALVE & BOX 1 EA

SS-333400-

311-TV2016

20" BY 16" TAPPING SLEEVE VALVE &

BOX

1 EA

SS-333500-

309-

91020RD

REVERSE DEADMAN FOR 16" OR 20"

PIPE

1 EA

UNSPECIFIED WORK - CONTINGENCY

Measure Unit Cost Total

999-0000 Unspecified Work - Contingency 202,196.25 EA $1.00

File details come from the government source that posted it. Updated .