Section_F_-_Bid_Submittal_Sheets.xlsx

XLSX spreadsheet 21 KB Posted

Attached to
Cargo Apron Reconstruction and Replacement of Runway 9-27 with a Taxiway
Solicitation number
23-0075-ITB-CONSTRUCTION
Issued by
Pinellas County, Florida

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Written by GovTribe AI ·

This document is a Bid Submittal Sheet for a Florida airport infrastructure project involving cargo apron reconstruction and runway/taxiway replacement. The project is divided into two primary schedules: Schedule A focuses on reconstructing the cargo apron, involving demolition of existing asphalt and concrete pavement, new concrete pavement installation, associated earthwork, drainage improvements, pavement marking, high-mast lighting, and construction phasing. Schedule B concentrates on demolishing existing asphalt runway pavement and constructing a new asphalt taxiway, including associated earthwork, drainage, pavement marking, airfield lighting, and signage installations.

The bid includes substantial owner's allowances of $440,000 for Schedule A and $680,000 for Schedule B, totaling $1,120,000 in unspecified work contingencies. The project encompasses extensive demolition and reconstruction activities, including removing various pavement types, installing new concrete and asphalt surfaces, implementing drainage systems, electrical infrastructure upgrades, and airfield lighting modifications. Specific quantities include demolishing over 36,300 square yards of asphalt pavement, installing 9,800 square yards of 16-inch concrete pavement, and implementing complex electrical and lighting systems with components like ground receptacles, conduits, and high-mast lighting installations. The bid structure allows for detailed line-item pricing across multiple technical categories, suggesting a comprehensive and technically complex airport infrastructure renewal project.

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Other files

File Type Posted
ITB-signed-23-0075.pdf PDF
PIE_Cargo_-_Final_Plans.pdf PDF
Title_VI.pdf PDF
Section_E_-_PIE_Cargo_-_Final_Specs_Volume_2.pdf PDF
PIE_Cargo_-_Survey_-_Echo.pdf PDF
Section_I_Agreement.pdf PDF
Appendix_6_-_Part_2_GEO_Rpt_-_FullReport_FinalVersion_04.18.22.pdf PDF
Appendix_6_-_PIE_Cargo_-_Final_CSPP.pdf PDF
Section_E_-_PIE_Cargo_-_Final_Specs_Volume_1.pdf PDF
PIE_Cargo_-_Survey_-_MBI.pdf PDF
Appendix_6_-_Stormwater_Study_-_Final.pdf PDF
Appendix_6_-_Part_1_GEO_Rpt_-_FullReport_FinalVersion_05.02.22.pdf PDF
Appendix_4_-_FDOT_Contract_Provisions.pdf PDF
Appendix_1_-_Permits.pdf PDF
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Sheet1

SECTION E - BID SUMBITTAL FORM
BID TITLE - CARGO APRON RECONSTRUCTION AND REPLACEMENT FOR RUNWAY 9-27 WITH A TAXIWAY
BID NO. 189-0334-CP (LN)

BID ITEM NO. ITEM DESCRIPTION QUANITY UNIT UNIT PRICE AMOUNT

BASE BID - SCHEDULE A:Project Area 1: Demolition of existing asphalt and concrete apron pavement and new concrete apron pavement and associated earthwork, drainage, pavement marking, high-mast lighting, construction phasing and other related work.
C-100-1.1Contractor Quality Control Program (CQCP)1LS$ - 0
C-102-1.1Temporary Erosion Control1LS$ - 0
C-105-1.1Mobilization1LS$ - 0
C-105-1.2Owner's Allowance, Unspecified Work1AL$ 440,000.00$ 440,000.00
C-106-1.1Construction Safety, Phasing, and Security1LS$ - 0
C-107-1.1Construction Surveying (Stakeout and As-Built)1LS$ - 0
P-101-1.1Concrete Pavement Demolition, Full-Depth2,800SY$ - 0
P-101-1.2Asphalt Pavement Demolition, Full-Depth, Type I4,350SY$ - 0
P-101-1.3Asphalt Pavement Demolition, Full-Depth, Type II6,300SY$ - 0
P-101-1.4Asphalt Pavement Milling, 3-Inch Depth2,100SY$ - 0
P-101-1.5Crack Sealing1,000LF$ - 0
P-101-1.6PVC Pipe Demolition, 12-Inch20LF$ - 0
P-101-1.8Reinforced Concrete Pipe Demolition, 18-Inch340LF$ - 0
P-101-1.7Drainage Structure Demolition, Regular2EA$ - 0
P-101-1.9Slotted Drain Demolition450LF$ - 0
P-152-1.1Unclassified Excavation, Placed as Embankment Onsite2,950CY$ - 0
P-152-1.2Unsuitable Excavation, Hauled and Disposed Offsite200CY$ - 0
P-152-1.3Dewatering1LS$ - 0
P-159-1.1Grout Fill for Pipe Abandonment9CY$ - 0
P-219-1.1Recycled Concrete Aggregate or Limerock, 6-Inch Depth, LBR 10035SY$ - 0
P-306-1.1Lean Concrete Base Course, 6-Inch Depth9,800SY$ - 0
P-306-1.2Lean Concrete Base Course, 4-Inch Depth3,800SY$ - 0
P-401-1.1Asphalt Surface Course, PG 76-22, 3-Inch Depth2,100SY$ - 0
P-501-1.1Concrete Pavement, 16-Inch Depth9,800SY$ - 0
P-501-1.2Concrete Pavement, 8-Inch Depth3,800SY$ - 0
P-602-1.1Emulsified Asphalt Prime Coat15GAL$ - 0
P-603-1.1Emulsified Asphalt Tack Coat250GAL$ - 0
P-608R-1.1Asphalt Surface Treatment, Rapid Cure855SY$ - 0
P-610-1.1Curb and Gutter, FDOT Type F95LF$ - 0
P-620-1.1Permanent Pavement Marking w/ Glass Beads, Red1,070SF$ - 0
P-620-1.2Permanent Pavement Marking w/ Glass Beads, White720SF$ - 0
P-620-1.3Permanent Pavement Marking w/ Glass Beads, Yellow4,800SF$ - 0
P-620-1.4Permanent Pavement Marking w/out Glass Beads, Black12,500SF$ - 0
P-620-1.5Initial Pavement Marking w/out Glass Beads19,000SF$ - 0
P-620-1.6Pavement Marking Removal8,650SF$ - 0
D-701-1.1Reinforced Concrete Pipe, 18-Inch, Class IV220LF$ - 0
D-705-1.1Non-Perforated HDPE Pipe, 12-inch25LF$ - 0
D-751-1.1Drainage Inlet w/ Diversion Wall, Aircraft Rated1EA$ - 0
D-751-1.2Drainage Manhole, Aircraft Rated1EA$ - 0
D-751-1.3Drainage Manhole, Non-Aircraft Rated, FDOT Index 4251EA$ - 0
D-751-1.4Drainage Sump Box, 3x3 Polyester Polymer Concrete2EA$ - 0
260519-1.1Low Voltage Conductor, #8AWG600LF$ - 0
260519-1.2Low Voltage Conductor, #10AWG300LF$
260526-1.1Pole Grounding, 3/4"D X 10'L Copperclad Rod3EA$ - 0
260526-1.2Pole Grounding Conductor, #2AWG, Bare CU60LF$ - 0
260526-1.3Pole Air Terminal, Class 1, Copper, 3/8"x48"L2EA$ - 0
260526-1.4Aircraft Static Ground Receptacle, Complete8EA$ - 0
260526-1.5Aircraft Static Grounding Conductor, #1/0 AWG700LF$ - 0
260543-1.12-way-2" CEDB300LF$ - 0
260543-1.2PVC Conduit, 1-inch, Schedule 40100LF$ - 0
260543-1.3PVC Conduit, 2-inch, Schedule 4050LF$ - 0
260543-1.4Electrical Precast Handhole, 13"x24"x18"2EA$ - 0
265600-1.1New High Mast Lighting, Floodlighting and Obstruction Lighting On Existing Pole1EA$ - 0
265600-1.2New High Mast Lighting and Obstruction Lighting on New Pole, Complete1EA$ - 0
TOTAL BASE BID - SCHEDULE A$ 440,000.00
* Mobilization shall not exceed 10% of the total project costs for Base Bid - Schedule A

BID ITEM NO. ITEM DESCRIPTION QUANITY UNIT UNIT PRICE AMOUNT

BASE BID - SCHEDULE B:Project Area 2: Demolition of existing asphalt runway pavement and new asphalt taxiway pavement and associated earthwork, drainage, pavement marking, airfield lighting and signage, construction phasing and other related work.
C-100-2.1Contractor Quality Control Program (CQCP)1LS$ - 0
C-102-2.1Temporary Erosion Control1LS$ - 0
C-105-2.1Mobilization1LS$ - 0
C-105-2.1Owner's Allowance, Unspecified Work1AL$ 680,000.00$ 680,000.00
C-106-2.1Construction Safety, Phasing, and Security1LS$ - 0
C-107-2.1Construction Surveying (Stakeout and As-Built)1LS$ - 0
P-101-2.1Asphalt Pavement Demolition, Full-Depth, Type III36,300SY$ - 0
P-101-2.2Asphalt Pavement Demolition, Full-Depth, Type IV3,200SY$ - 0
P-101-2.3Asphalt Pavement Demolition, Full-Depth, Type V4,000SY$ - 0
P-101-2.4Asphalt Pavement Milling, Mill-Tie, 2-Inch Depth600SY$ - 0
P-101-2.5Asphalt Pavement Milling, Mill-Tie, 3-Inch Depth300SY$ - 0
P-101-2.6Drainage Structure Demolition, Regular15EA$ - 0
P-101-2.7Drainage Structure Demolition, Large2EA$ - 0
P-101-2.8Reinforced Concrete Pipe Demolition, 18-Inch2,890LF$ - 0
P-101-2.9Reinforced Concrete Pipe (Elliptical) Demolition, 29-Inch x 45-Inch115LF$ - 0
P-101-2.10Reinforced Concrete Pipe (Elliptical) Demolition, 19-Inch x 30-Inch, Class IV640LF$ - 0
P-101-2.11Perforated PVC Pipe Demolition, 8-Inch, Incl. Filter Wrap and Gravel Envelope110LF$ - 0
P-151-2.1Topsoil Stripping10.00AC$ - 0
P-152-2.1Unclassified Excavation, Placed as Embankment Onsite17,700CY$ - 0
P-152-2.2Unclassified Excavation, Return to Original Position, Pond Bank1,450CY$ - 0
P-152-2.3Unclassified Excavation, Excess Hauled Offsite16,100CY$ - 0
P-152-2.4Unsuitable Excavation, Hauled and Disposed Offsite2,000CY$ - 0
P-152-2.5Filter Sand for Pond Underdrains10,500CY$ - 0
P-152-2.6Dewatering1LS$ - 0
P-159-2.1Grout Fill for Pipe Abandonment12CY$ - 0
P-160-2.1Stabilized Subgrade, 12-Inch Depth, LBR 4023,700SY$ - 0
P-219-2.1Recycled Concrete Aggregate Base Course, 6-Inch Depth, LBR 12516,800SY$ - 0
P-219-2.2Recycled Concrete Aggregate or Limerock (Subbase and Shoulder Base),
6-Inch Depth, LBR 10023,100SY$ - 0
P-401-2.1Asphalt Surface Course, PG 76-22, 2-Inch Depth, Virgin22,000SY$ - 0
P-401-2.2Asphalt Bottom Course, PG 67-22, 2-Inch Depth, 30% RAP5,200SY$ - 0
P-401-2.3Asphalt Bottom Course, PG 67-22, 3-Inch Depth, 30% RAP16,800SY$ - 0
P-602-2.1Emulsified Asphalt Prime Coat6,700GAL$ - 0
P-603-2.1Emulsified Asphalt Tack Coat1,540GAL$ - 0
P-608R-2.1Asphalt Surface Treatment, Rapid Cure230SY$ - 0
P-620-2.1Permanent Pavement Marking w/ Glass Beads, White720SF$ - 0
P-620-2.2Permanent Pavement Marking w/ Glass Beads, Yellow4,900SF$ - 0
P-620-2.3Permanent Pavement Marking w/out Glass Beads, Black8,800SF$ - 0
P-620-2.4Initial Pavement Marking w/out Glass Beads14,420SF$ - 0
P-620-2.5Preformed Thermoplastic Marking, Surface Painted Hold Position Signs2EA$ - 0
P-620-2.6Pavement Marking Removal880SF$ - 0
D-701-2.1Reinforced Concrete Pipe, 19x30-Inch, Class IV600LF$ - 0
D-701-2.2Reinforced Concrete Pipe, 36-Inch, Class III368LF$ - 0
D-705-2.2Pond Underdrain, Perforated HDPE Pipe, 6-Inch, Incl. 30 mm Impervious Liner, Bold and Gold Filter Media, Gravel Envelope w/ Filter Fabric, Fittings, and Cleanouts3,800LF$ - 0
D-705-2.3Taxiway Underdrain, Perforated HDPE Pipe, 8-Inch, Incl. Gravel Envelope w/ Filter Fabric, Fittings, and Cleanouts4,000LF$ - 0
D-705-2.4Underdrain Header Pipe, Non-Perforated HDPE Pipe, 12-inch, Incl. Fittings and Cleanouts1,600LF$ - 0
D-705-2.5Impervious Pond Liner, 30 mm14,500SY$ - 0
D-751-2.1Drainage Inlet, Non-Load Rated, Type D, FDOT Index 4254EA$ - 0
D-751-2.2Drainage Inlet, Non-Load Rated, Type E, FDOT Index 4261EA$ - 0
D-751-2.3Pond Control Structure, Type H Modified, FDOT Index 4251EA$ - 0
D-751-2.5Drainage Inlet Rim Adjustment, Aircraft Rated1EA$ - 0
D-751-2.6Drainage Manhole Rim Adjustment, Aircraft Rated1EA$ - 0
D-752-2.1Mitered End Section, 18-Inch, FDOT Index 4301EA$ - 0
D-752-2.2Mitered End Section, Triple 19x30-Inch, FDOT Index 4302EA$ - 0
D-752-2.3Rubble Rip-Rap, 4-inch Median Rock Size, 18-Inch Depth, Incl. FDOT Type D-2 Filter Fabric180SY$ - 0
T-901-2.1Seeding, Argentine Bahia, Sand Grown12AC$ - 0
T-904-2.1Sodding, Argentine Bahia, Sand Grown33,800SY$ - 0
L-108-2.1Temporary Electrical Phasing1LS$ - 0
L-108-2.2Remove L-824 5kV Cable11,680LF$ - 0
L-108-2.3Remove Counterpoise Conductor, Ground Rods Incidental14,275LF$ - 0
L-108-2.4Install 1/C, #8 AWG, L-824C,5kV Cable installed in Trench, Ductbank or Conduit,30,000LF$ - 0
L-108-2.5Install #6 Bare CU, 600V Ground Counterpoise installed in Trench, Ductbank or Conduit, Ground Rods, Connections, Couplings, Drive Studs Incidental20,970LF$ - 0
L-108-2.6Install Additional CU Clad Ground Rod, 3/4" x 10", (Contingency in the event a single rod will not suffice due to Poor Soil Conditions)30EA$ - 0
L-108-2.7Install Temporary Circuit Jumper, 2/C #8 AWG, L-824C, 5kV installed on Surface1,500LF$ - 0
L-108-2.8Modification of Existing FAA Cables1LS$ - 0
L-110-2.1Remove Existing Ductbank780LF$ - 0
L-110-2.2Remove PVC Conduit, Direct Buried13,765LF$ - 0
L-110-2.3Extend/Adjust Existing Ductbank40LF$ - 0
L-110-2.4Install Trench & Backfill (Airfield Lighting Circuits)10,400LF$ - 0
L-110-2.5Install Trench & Backfill (Counterpoise)10,400LF$ - 0
L-110-2.6Install 2” Schedule 40 PVC, Direct Buried in Trench10,400LF$ - 0
L-110-2.8Install 2 way 4” Schedule 40 PVC, Concrete Encased419LF$ - 0
L-110-2.9Install 6 way 4” Schedule 40 PVC, Concrete Encased570LF$ - 0
L-115-2.1Remove Existing Handhole/Manhole4EA$ - 0
L-115-2.2Install Handhole, Precast Concrete, Aircraft Rated3EA$ - 0
L-115-2.4Install L-867D Junction Can, Complete in Place2EA$ - 0
L-125-2.1Remove Existing L-850C Runway Edge Light, In-pavement, Light Base, Xfmr, Complete1EA$ - 0
L-125-2.2Remove Existing L861T Taxiway Edge Light, Light Base, Xfmr, Complete55EA$ - 0
L-125-2.3Remove L-853 Retroreflective Marker30EA$ - 0
L-125-2.4Remove Existing L-858 Guidance Sign Unit, Concrete Pad, Xfmr, Light Base, Complete5EA$ - 0
L-125-2.5Remove Existing Sign Panel on Existing Sign43EA$
L-125-2.6Remove & Salvage Existing Sign Unit, Demolish Concrete Base5EA$ - 0
L-125-2.7Remove Abandoned PAPI Concrete Foundation5EA$ - 0
L-125-2.9Install L-861T Taxiway Edge Light, Elevated, 6.6A, L-830 Xfmr on L-867B Base93EA$ - 0
L-125-2.10Install Relocated Existing L-850C Runway Edge Light, In-Pavement, 6.6A L-830 Xfmr on New L-868B Base1EA$ - 0
L-125-2.11Install L-858 Sign Unit, LED - 2 Module, Size 2 Concrete Pad, 6.6A, L-830 Xfmr, L-867B Base6EA$ - 0
L-125-2.12Install L-858 Sign Unit, LED - 3 Module, Size 2 Concrete Pad, 6.6A, L-830 Xfmr, L-867B Base7EA$ - 0
L-125-2.13Install Relocated Guidance/RDR Sign, L-830 Xfmr, Installed on New Concrete Base2EA$ - 0
L-125-2.14Install New Sign Panel Replacement on Existing Sign43EA$ - 0
L-125-2.15Airfield Lighting Control Systems (ALCS) Modifications1LS$ - 0
L-125-2.16Install L-804 Runway Guard Light, Elevated, 6.6A, L-830 Xfmr on L-867B Light Base2EA$ - 0
TOTAL BASE BID - SCHEDULE B$ 680,000.00
TOTAL BASE BID SCHEDULE A + BASE BID SCHEDULE B
* Mobilization shall not exceed 10% of the total project costs for Base Bid - Schedule A

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