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E1X23-Addendum No. 4
Proposal Forms 1. Bid Blank (375-020-17) 2. Design Build Proposal of Proposer (375-020-12) 3. Design, Requirements for D1 02-20-23 A21_Bid Price Proposal Forms 1. Bid Blank (375-020-17) 2. Design Build, or complete prescribed forms, conditional proposals, incomplete proposals, indefinite or ambiguous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x23/e1x23-addendum-no-4.pdf?sfvrsn=ea09f766_14500100.impl
substituted: 450-6.1 General: Use metal side and bottom forms, unless otherwise specified in the Contract Documents. For members with special shapes such as corner sheet piles, wood forms are permitted, side forms designed to be removed without damaging the top flange of the beam. Remove the forms, the form details and method of removal in the Producer QC Plan. ForallFlorida-IBeams, use forms, vent all voids to the outside of the member. For end headers and inside forms, other materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4500100.impl.pdf?sfvrsn=cd6ef348_04150000.FHWA
: 415-5.7.1Spacing-offfromSideForms: Space-off column steel from the side forms by concrete blocks, : Space-off wall steel from the side forms by concrete blocks of dimensions not greater than 2 inches, the steel from side forms within 1/2 inch of the specified spacing. Space and tie the Place stirrups, not have rails in contact with removable forms, except when the environmental classification, not be in contact with removable forms. Do not use metal chairs and bolsters on stay-in-place forms when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4150000.fhwa.pdf?sfvrsn=eb7258c0_04500000.FHWA2
of the Departments Structures Design Guidelines. 4500000.D01D02 All Jobs 450-6 Forms. 450-6.1 General: Use metal side and bottom forms, unless otherwise specified in the Contract Documents. For members with special shapes such as corner sheet piles, wood forms are permitted. Slab units, is applied immediately before placement of the slab or sheet pile. For all beam members, use side forms designed to be removed without damaging the top flange of the beam. Remove the forms horizontally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4500000.fhwa2.pdf?sfvrsn=a835bd6_0Reeval QA QC Checklist-2023
is to facilitate the preparation of quality Re-evaluation Forms. This guidance is applicable to Florida, information from previous Re-evaluation Forms ☐ ☐ For resources not involved in the original project, ) forms are attached ☐ ☐ ☐ ☐ Updates to Section 6(f) resources and protected lands are included, Documentation attached to the Re-evaluation Forms vs. Documents only uploaded to the SWEPT project file, from previous Re-evaluation Forms Attach to the Re-evaluation Form: □ Project Location Map
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/reeval-qa-qc-checklist-2023.pdf?sfvrsn=68329e4e_1MOT67-68 Handbook
Florida Department of Transportation User Guide (Internal) MOT Form 700-50-67/68 MOT Form 700-50-67/68 – User Guide 1 | Page October 2024 Document Control Version Change Made By Date 1.0 LS/DB contract error added, Updated link to Forms and Procedures and Final Estimates Forms Ashley, is the Forms and Procedures website which provides a direct link to the Final Estimates Forms website (see below). The second option is directly from the Final Estimates Forms website (see below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/handbooks/forms/mot67-68-handbook.pdf?sfvrsn=4d21d5f_1MOT67-68Handbook
Florida Department of Transportation User Guide (Internal) MOT Form 700-50-67/68 MOT Form 700-50-67/68 – User Guide 1 | Page October 2019 Document Control Version Change Made By Date 1.0 LS/DB contract error added, Updated link to Forms and Procedures and Final Estimates Forms Ashley, : • The first option is the Forms and Procedures website which provides a direct link to the Final Estimates Forms website (see below). • The second option is directly from the Final Estimates Forms website
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/handbooks/forms/mot67-68handbook_0d49d0ee-6329-41f4-a6c1-eb49a709116b.pdf?sfvrsn=2aec3d62_42004Book
amount, file an application for qualification on forms furnished by the Department, giving detailed, [9 kg] paper. TheDepartmentwillacceptastheofficialbidthis set of proposal forms, generated from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/ebook/2004book.pdf?sfvrsn=548df639_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_1DRAFT RDB 24-02
Forms This bulletin updates the 2024 FDOT Design Manual (FDM) criteria for Lane Repurposing Projects and the associated FDM Forms 126A, 126B, and 126C. The changes include the following: 1, REQUIREMENTS 1. Replace FDM 126 with Attachment A 2. Delete FDM 103 Forms 126A, 126B, and 126C and replace with revised forms in Attachment B. Insert new form, FDM Form 126D. Roadway Design Bulletin 24-02 Revised FDM 126 and FDM 103 Lane Repurposing and Associated Forms Page 2 of 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/draft-rdb-24-02.pdf?sfvrsn=35083c3c_34150000SS
for Columns: 415-5.7.1 Spacing-off from Side Forms: Space-off column steel from the side forms, (Not Including Dowel Bars): 415-5.8.1 Supports: Space-off wall steel from the side forms by concrete blocks, . Space the steel from side forms within 1/2 inch [13 mm] of the specified spacing, . Whenusingbarsupportsoncorrugatedmetal stay-in-place forms, use supports specifically designed, metal chairs and bolsters in contact with forms or floor surfaces to support reinforcing steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4150000ss.pdf?sfvrsn=bf6e0245_04150000SS
for Columns: 415-5.7.1 Spacing-off from Side Forms: Space-off column steel from the side forms, (Not Including Dowel Bars): 415-5.8.1 Supports: Space-off wall steel from the side forms by concrete blocks, . Space the steel from side forms within 1/2 inch [13 mm] of the specified spacing, . Whenusingbarsupportsoncorrugatedmetal stay-in-place forms, use supports specifically designed, metal chairs and bolsters in contact with forms or floor surfaces to support reinforcing steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4150000ssfc89bb76b99442d9a873475dca677524.pdf?sfvrsn=c5514695_0section82vii-06112
be stored in accordance with Specifications Section 450 . 8.2.7.6.3 Forms The condition of forms, tolerances. The quality control inspector shall check cleanliness of the forms prior to each use. Forms used in the manufacture of Structures shall be sufficiently rigid and accurate to maintain, ) Inspections of forms, reinforcement, concrete placement, vibration, finishing and curing (Pre-pour, Office maintains the list of the accredited precast prestressed concrete courses. 8.2.10 FORMS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section82vii-06112.pdf?sfvrsn=3f65494e_1Section111-010120.cln
............................................... 14 11.1.20 Forms, , Expansion) Modular Joints (Expansion and Finger) Bridge Grid Decking Stay-In-Place Forms (with Polymer coating) Stay-In-Place Forms (without Polymer coating) Laminated Bearing Pads Ancillary Bearing, , elastomeric bearing pads, stay in-place forms, ISO 9001 (2015) Galvanizing: Hot Dip, forms, Galvanizing 3 yrs. experience Shop painting, Metalizing 3 yrs. experience, and an active SSPC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section111-010120-cln.pdf?sfvrsn=81421500_4Section63V2cln
but not limited to: materials, pre-pour forms, reinforcing steel/fiber placement, concrete placement, curing, of the FRC Mockup Structures 1. After removal of forms, perform inspection of the mockup structures, Forms Provide concrete forms made of wood, metal, or other materials meeting the requirements of this section and FDOT Specifications Section 400 . Forms used in the manufacture of Structures shall, irregularities in the Structure surface. Forms not meeting governing document requirements shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section63v2cln.pdf?sfvrsn=f90baa7b_2Section 6.3 VII-122
-pour forms, reinforcing steel/fiber placement, concrete placement, curing, and post-placement, Mockup Structures 1. After removal of forms, perform inspection of the mockup structures, . Concrete Forms Provide concrete forms made of wood, metal, or other materials meeting the requirements of this section and FDOT Specifications Section 400 . Forms used in the manufacture, and avoid irregularities in the Structure surface. Forms not meeting governing document requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-6-3-vii-122.pdf?sfvrsn=8e218084_2Section 11.1 VII-122
................................................................................. 16 11.1.25 FORMS, , Expansion) Modular Joints (Expansion and Finger) Bridge Grid Decking / Stairs Stay-In-Place Forms (with Polymer coating) Stay-In-Place Forms (without Polymer coating) Laminated Bearing Pads Ancillary, , drainage (casting), guardrail (w-beam, thrie- beam), coated steel fence, stay in-place forms, ISO 9001, ), Coated steel fence, Stay in-place forms, Galvanizing 3 yrs. experience Shop painting 3 yrs. experience
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-11-1-vii-122.pdf?sfvrsn=fcda283b_4SectionMM63V2
but not limited to: materials, pre-pour forms, reinforcing steel/fiber placement, concrete placement, curing, Mockup Structures 1. After removal of forms, perform inspection of the mockup structures in accordance, . Concrete Forms Provide concrete forms made of wood, metal, or other materials meeting the requirements of this section and FDOT Specifications Section 400 . Forms used in the manufacture, and avoid irregularities in the Structure surface. Forms not meeting governing document requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm63v2.pdf?sfvrsn=df1a8b39_2Section6.3V2-721cln
to: materials, pre-pour forms, reinforcing steel/fiber placement, concrete placement, curing, and post, inspection of the FRC Mockup Structures 1. After removal of forms, perform inspection of the mockup, Section 415 . Concrete Forms Provide concrete forms made of wood, metal, or other materials meeting the requirements of this section and FDOT Specifications Section 400 . Forms used, dimensions and avoid irregularities in the Structure surface. Forms not meeting governing document
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/section6-3v2-721cln.pdf?sfvrsn=126eb0b7_2