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Central Office Contracts Other Contracts Information
INDEX A-Z Search Programs & Services Letting & Project Information Prequalification Information Online Ordering Letting Results BSN Subscription New Bidders Orientation Frequently Asked Questions Bid Questions & Answers Forms Suspended Contractors List Pre-Event Contract Information Prequalified
https://www.fdot.gov/contracts/more-requested.shtmErrors and Omissions
Search Errors and Omissions The Department’s Procedure Number 375-020-010 (updated May 2025) prescribes the process to identify and investigate Errors and Omissions by Design consultants and CEI consultants. A companion Errors & Omissions Guidelines and Forms document (Redline Dated 4/14/2025) contains additional details to assist with using
https://www.fdot.gov/designsupport/pm/EandOLAP Manual
Search Local Programs Manual Acronyms Glossary of terms List of Forms Local Programs Manual (Consolidated version) Part I - Introduction and Overview of Local Programs Chapter 1 - Introduction Chapter 2 - Grant Programs OverviewChapter 3 - Applying for a Project/Project Selection (Coming soon) Chapter 4 - Grant Application Process (GAP) system
https://www.fdot.gov/programmanagement/lap/lap-toc.shtmfineaggsamples
the MAC data entry for IA program proficiency samples instructions below. The test report forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/fineaggsamples.pdf?sfvrsn=a14dc1bd_9lbrsamples
to the required accuracy specified on the reporting sheet. The test report forms are available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/lbrsamples.pdf?sfvrsn=452738fd_9soilclassificationssamples
program proficiency samples instructions below. The test report forms are available through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/soilclassificationssamples.pdf?sfvrsn=af1b86c_9asphaltsamples
the MAC data entry IA proficiency samples instructions below. The test report forms are available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/asphaltsamples.pdf?sfvrsn=827d9291_9coarseaggsamples
below. The test report forms are available through the web address below in case you were
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/coarseaggsamples.pdf?sfvrsn=868b83f9_9E8W29
. EXPERIENCE FORMS ARE REQUIRED. CONTRACTOR EXPERIENCE DOCUMENTATION: Expertise and Experience is required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/e8w29.pdf?sfvrsn=f7dd9869_2Geosynthetic Materials
:For information on applying for inclusion in the APL visit the Product Evaluation webpage.Use the below forms
https://www.fdot.gov/materials/geotechnical/geosynthetic-materials5210000.origind
- incomplete forms will be returned) Date: Specification Section: Originator: Articles/Subarticles, and details shown in the Plans. Use stationary removable forms or sliding forms to construct, forms or slip form construction methods provided a completed barrier wall with acceptable alignment and finish is obtained. Do not use forms which are damaged or are not in alignment. At no expense, : Provide precast or cast in place concrete barrier wall constructed using stationary forms in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/5210000.origind.pdf?sfvrsn=2ea72056_05210000.origind
Standards and details shown in the Plans. Use stationary removable forms or sliding forms to construct, : The Contractor may use stationary removable forms or slip form construction methods provided a completed barrier wall with acceptable alignment and finish is obtained. Construct forms of metal or timber with a form liner. Do not use forms which are damaged or are not in alignment. At no expense, precast or cast in place concrete barrier wall constructed using stationary forms in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5210000.origind.pdf?sfvrsn=749d7831_0E1X23
Price Proposal Forms 1. Bid Blank (375-020-17) 2. Design Build Proposal of Proposer (375-020-12) 3, , but not limited to, failure to utilize or complete prescribed forms, conditional proposals, incomplete proposals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x23/e1x23.pdf?sfvrsn=a2665947_1E1X23Addendum002
Price Proposal Forms 1. Bid Blank (375-020-17) 2. Design Build Proposal of Proposer (375-020-12) 3, -responsive by reasons, including, but not limited to, failure to utilize or complete prescribed forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x23/e1x23addendum002.pdf?sfvrsn=5f024bef_10020000.origind
‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, in the Contractor Pre-Qualification System. 2-2 Proposals. 2-2.1 Obtaining Proposal Forms: Obtain a pProposal Forms under the conditions stipulated in the Advertisement. The proposalAdvertisement states, attached or not. 0020000 All Jobs Uponreceipt of an proposal order for Proposal Forms, by the Contractor to prepare the bid and print a proposal form for submittalmake the Proposal Forms available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0020000.origind.pdf?sfvrsn=b0f9beca_0Vol1SDG
]. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-15 4.2.10 Stay-in-Place Forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol1sdg_cd60509a-bc11-4e65-9e87-61a72293a9b0.pdf?sfvrsn=7720ff23_0SPI-450-010
forms for casting which are not easily or economically modified. If modifications to beam cross, of the form. For example: To thicken the web, increase the spacing between side forms. To increase the beam, conditions: Live Load: HL-93 No intermediate Diaphragms Stay-in-Place Metal Forms: Allowance of 20 PSF non-composite dead load over the projected plan area of the forms (this includes the unit weight of metal forms and the concrete required to fill the form flutes). Environment (Superstructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-010.pdf?sfvrsn=f601cdbc_1District 7 Fixed Capital Outlay Projects
to Bid Order Form Qualification To Bid Forms Letting / Bid Review 12/4/2019 2:30 PM Selection, to Bid Order Form Qualification To Bid Forms 11/5/20192:30 PM Plan Holders 10/22/201910:30 AM Sign, Invitation to Bid Order Form Qualification To Bid Forms 10/28/20192:30 PM Plan Holders 10/7/201910:30 AM, Form Qualification To Bid Forms 10/07/20192:30 PM Plan Holders 9/16/201910:30 AM Sign-In Sheets, Chiller Replacement Invitation to Bid Order Form Qualification To Bid Forms 11/27/20182:30 PM Plan
https://www.fdot.gov/contracts/district-offices/d7/lettings/fco/fco.shtmSPI-450-010e
forms for casting which are not easily or economically modified. If modifications to beam cross, of the form. For example: To thicken the web, increase the spacing between side forms. To increase the beam, conditions: Live Load: HL-93 No intermediate Diaphragms Stay-in-Place Metal Forms: Allowance of 20 PSF non-composite dead load over the projected plan area of the forms (this includes the unit weight of metal forms and the concrete required to fill the form flutes). Environment (Superstructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-010e.pdf?sfvrsn=7a1c2bb7_1SPI-450-010
forms for casting which are not easily or economically modified. If modifications to beam cross, of the form. For example: To thicken the web, increase the spacing between side forms. To increase the beam, conditions: Live Load: HL-93 No intermediate Diaphragms Stay-in-Place Metal Forms: Allowance of 20 PSF non-composite dead load over the projected plan area of the forms (this includes the unit weight of metal forms and the concrete required to fill the form flutes). Environment (Superstructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-010.pdf?sfvrsn=cca856e5_1