3001 search results for ENGINEERING - REQUEST

E8U45BidTabs

(1) HALLEY ENGINEERING CONTRACTORS, INC. (2) RYAN INC. SOUTHERN (3) PRINCE CONTRACTING, LLC, Ext Amount Ext Amount (1) HALLEY ENGINEERING CONTRACTORS, INC. (2) RYAN INC. SOUTHERN (3) PRINCE, Alternate Ext Amount Ext Amount (1) HALLEY ENGINEERING CONTRACTORS, INC. (2) RYAN INC. SOUTHERN (3, Amount Unit Price Item Description Alternate Ext Amount Ext Amount (1) HALLEY ENGINEERING, Unit Price Item Description Alternate Ext Amount Ext Amount (1) HALLEY ENGINEERING CONTRACTORS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/apr16/e8u45bidtabs.pdf?sfvrsn=3dbb4b12_1

POLK COUNTY DTWP FY 26-30

: RAIL SAFETY PROJECT Phase Fund Code 2026 2027 2028 2029 2030 Preliminary Engineering DPTO $3,279,800, Preliminary Engineering DIS $4,200,000 Total for Project 446404-2 $4,200,000 Draft Tentative Five, Phase Fund Code 2026 2027 2028 2029 2030 Preliminary Engineering ACNP $3,700,000 Total for Project, Fund Code 2026 2027 2028 2029 2030 Preliminary Engineering SU $679,045 Construction ACPR $562,000, : SIDEWALK Phase Fund Code 2026 2027 2028 2029 2030 Preliminary Engineering SU $84,206 Construction LF

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/polk-county-dtwp-fy-26-30.pdf?sfvrsn=83fa684_1

2025-26_FDOT-SIS_1st_Five_year_plan_PDFUA_11x17

design concept for an engineering and environmentally feasible alternative to meet the need determined in the planning phase. Defined by Phase Group 2 (PD&E). Preliminary Engineering - Program to further develop and analyze location and design engineering phases of highway and bridge construction, Mitigation Preliminary Engineering Right-Of-Way Construction Projects color coded by highest project, of these projects are in the early planning and these projects are in the early planning and engineering

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2024FDM260BridgeStruct

Engineering and Maintenance-of-Way Association (AREMA) guidelines, or contact the design office, Engineering Manual, Section 2.6 for information on required signing and warning features. January 1, . The determination of bridge improvement needs is to be supported by an engineering analysis, adequacy. The engineering report is to include the following: (1) Project description (2) Operational, , severity, contributing factors, etc. (4) Benefit/cost analysis If the engineering analysis

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm260bridgestruct.pdf?sfvrsn=8c9e18cd_1

20240529_424631-3_SR93_32100

AND CONDITION DATA SHEET Cored/Logged By: Meskel & Associates Engineering, PLLC Date:5/28/24 - 5/29/24, By: Meskel & Associates Engineering, PLLC Date:5/28/24 - 5/29/24 Page: 2 6 Typical Section No.: 675-030-09, EVALUATION CORING AND CONDITION DATA SHEET Cored/Logged By: Meskel & Associates Engineering, PLLC Date, CORING AND CONDITION DATA SHEET Cored/Logged By: Meskel & Associates Engineering, PLLC Date:5/28/24, Engineering, PLLC Date:5/28/24 - 5/29/24 Page: 5 6 Typical Section No.: 675-030-09 Materials of 1

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2025FDM260BridgeStruct

version of American Railway Engineering and Maintenance-of-Way Association (AREMA) guidelines, Variation. See Traffic Engineering Manual, Section 2.6 for information on required signing, by an engineering analysis and report. The determination is to be based on an assessment of the bridge’s structural and functional adequacy. The engineering report is to include the following: (1, If the engineering analysis determines it is not feasible to bring the bridge into full

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm260bridgestruct.pdf?sfvrsn=9ce164a2_1

fm-se-15-software-development-plan-template_FINAL

of Transportation ITS Intelligent Transportation Systems PSEMP Project Systems Engineering Management Plan QA, ) practices. 1.3.System Overview For the System Overview, reference other systems engineering documents such as the Concept of Operations (ConOps), the Project Systems Engineering Management Plan (PSEMP, Systems engineering management plan (PSEMP) Hardware development plans Configuration and data, procedures Engineering instructions 3.Overview of Software Development Planning This section

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dmre-mar-mc-review

an Engineering Analysis Report (EAR) b. No EAR – select t his option i f you do not w ish t o allow t he Contractor t o generate an Engineering Analysis Report (EAR) or you feel an EAR is not warranted. c, to generate an Engineering Analysis Report (EAR) b. No EAR – select t his option i f you do not w ish t o allow t he C o ntractor t o generate an Engineering Analysis Report (EAR) or you feel an EAR, to generate an Engineering Analysis Report (EAR) b. No EAR – select this option if you do not wish

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/mcreview/dmre-mar-mc-review.pdf?sfvrsn=dc4f6f2b_3

4416362- In-Person KO Presentation - Monterey Road

Project Issues – Engineering Issues – Environmental Issues Public Involvement Project Schedule, Stakeholder Coordination Develop 3 Alternatives Alternative Engineering Analysis Alternative, • Geotechnical • Landscaping • Constructability Engineering 23 | FDOT District 4 | SR 714/Monterey Road at FEC Railroad Crossroad Engineering Traffic and Safety Engineering Crash Data • From 2015, Other Considerations Witham Field Engineering Drainage • Located in Martin County Southern Coastal

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/montereyrd-fec-study-documents/4416362--in-person-ko-presentation---monterey-road.pdf?sfvrsn=95f0a130_1

District 6 FY2026 Consultant Acquisition Plan Printable - 2-28-2025

: Workmix: Project Description: Traffic Engineering Support Services Comments: 26604 AD Number, : Preliminary Engineering Active Procurement Status: $1,500,000 Amount Actual Execution BDI Reserved, Engineering Active Procurement Status: $1,500,000 Amount Actual Execution BDI Reserved: No 415239-6-32-01, Selection Planned Execution 4.5 # of Months Contract Number: Preliminary Engineering Active, Number: Preliminary Engineering Active Procurement Status: $1,500,000 Amount Actual Execution

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/district-6-fy2026-consultant-acquisition-plan-printable---2-28-20257ff2a96c-baa3-4438-a402-e3c2768612d2_aca4bfcb-9d3d-4844-91cf-d0f6e2e31806.pdf?sfvrsn=6b1f4739_1

District 6 FY2026 Consultant Acquisition Plan Printable - 2-28-2025

: Workmix: Project Description: Traffic Engineering Support Services Comments: 26604 AD Number, : Preliminary Engineering Active Procurement Status: $1,500,000 Amount Actual Execution BDI Reserved, Engineering Active Procurement Status: $1,500,000 Amount Actual Execution BDI Reserved: No 415239-6-32-01, Selection Planned Execution 4.5 # of Months Contract Number: Preliminary Engineering Active, Number: Preliminary Engineering Active Procurement Status: $1,500,000 Amount Actual Execution

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/district-6-fy2026-consultant-acquisition-plan-printable---2-28-2025_36f06d18-56e6-4410-a062-ecac52b77bda.pdf?sfvrsn=fda7b6c2_2

FY2026 D6 Consultant Acquisition Plan

: Workmix: Project Description: Traffic Engineering Support Services Comments: 26604 AD Number, : Preliminary Engineering Active Procurement Status: $1,500,000 Amount Actual Execution BDI Reserved, Engineering Active Procurement Status: $1,500,000 Amount Actual Execution BDI Reserved, Selection Planned Execution 4.5 # of Months Contract Number: Preliminary Engineering Active, Contract Number: Preliminary Engineering Active Procurement Status: $1,500,000 Amount Actual

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/fy2026-d6-consultant-acquisition-plan_b8f70681-b81b-4771-b8bf-9abf76bc95ec.pdf?sfvrsn=833b189f_1

20250212_207756-5_SR200_26060

& Associates Engineering 02/12/25 Page Mainline Top Date: 2 of 4 Name: Lanes: From: To: Inside, & Associates Engineering 02/12/25 Page Mainline Top Date: 3 of 4 Name: Lanes: From: To: Inside, Engineering 02/12/25 Page Mainline Top Date: 4 of 4 Name: Lanes: From: To: Inside: Beg MP: Outside, Engineering 02/12/25 Page Mainline Top Date: 1 of 1 Name: Lanes: From: To: Inside: Beg MP: Outside, Evaluation Coring and Condition Data (Extra) Cored By: Meskel & Associates Engineering 02/12/25 Page

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2. MWD Quick Method - M. Rodgers

Drilling Depths • Ta s k 4 - Developing Correlation Between MWD and Engineering Parameters • Ta, MWD in-situ soil assessment will be relating drilling parameters to conventional soil engineering, defined, the research can then move forward to Ta sk 4, which focuses on developing engineering parameters from MWD 29 Ta s k 4 – Developing Correlation Between MWD and Engineering Parameters, MWD parameters and the engineering parameters of will be investigated • It is expected

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2025/seg-3/2-mwd-quick-method---m-rodgers.pdf?sfvrsn=f394a711_1

SR72_Public-Hearing_PresentationWithScript

Engineering and Environmental Evaluation 2 This public hearing is being conducted to give the public, is to evaluate engineering and environmental data and document information that will aid Sarasota, on proposed improvements. Based on your comments and additional environmental and engineering analyses, -of-way $82.5 M $0 Construction $8.25 M $0 Construction Engineering & Inspection $120 M $0, $8.25 M Construction Engineering & Inspection $120 M Total Estimated Project Costs** ** Total

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2026FDM260BridgeStruct

version of American Railway Engineering and Maintenance-of-Way Association (AREMA) guidelines, Traffic Engineering Manual, Section 2.6 for information on required signing and warning features, program funds. The determination of bridge improvement needs is to be supported by an engineering, and functional adequacy. The engineering report is to include the following: (1) Project description, of crash history, severity, contributing factors, etc. (4) Benefit/cost analysis If the engineering

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm260bridgestruct.pdf?sfvrsn=19cc21ff_8

PublicHearing_LAKE COUNTY_Summary

2027 2028 2029 2030 Preliminary Engineering Federal $375,000 Local $375,000 Total for Project, Funding Source 2026 2027 2028 2029 2030 Construction State $20,449,736 Preliminary Engineering State, Federal $12,314,578 State $20,367 Preliminary Engineering Federal $1,325,000 State $26,500, Miscellaneous 413019-3 - LAKE TRAFFIC ENGINEERING CONTRACTS Type of Work: TRAFFIC SIGNALS Phase Funding, $409,457,136 Environmental Toll/Turnpike $3,225,000 Preliminary Engineering Toll/Turnpike $720,000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_lake-county_summaryb133db5e-4c76-4870-9313-05ac325e157f.pdf?sfvrsn=1c93ace6_2

D4 Public Hearing Report 2027 - Indian River

2027 2028 2029 2030 2031 Construction DDR $1,335,678 DIH $56,259 Preliminary Engineering DIH, PD & E ACCM $200,000 ACSA $500,000 $5,000 ACSL $1,885,748 ACSN $660,400 Preliminary Engineering, Phase Fund Code 2027 2028 2029 2030 2031 Preliminary Engineering ACSA $400,000 Total for Project, 2029 2030 2031 Construction BRRP $2,212,589 DIH $85,464 Preliminary Engineering BRRP $150,000, Construction TALL $298,643 TALT $623,316 LF $143,341 Preliminary Engineering TALT $5,000 Total

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2027---indian-river.pdf?sfvrsn=62acd09_4

2026FDM260BridgeStruct

version of American Railway Engineering and Maintenance-of-Way Association (AREMA) guidelines, . See Traffic Engineering Manual, Section 2.6 for information on required signing and warning features, improvement needs is to be supported by an engineering analysis and report. The determination is to be based on an assessment of the bridge’s structural and functional adequacy. The engineering report, , etc. (4) Benefit/cost analysis If the engineering analysis determines it is not feasible to bring

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm260bridgestruct.pdf?sfvrsn=b01929e_2

E55D6BidTabs

DANNY MARTINEZ INC. $215,019.33 113.28% Responsive Non-Winning Bid 5 YOROCA ENGINEERING CONTRACTORS, AMERICAN DESIGN ENGINEERING CONSTRUCTION INC. $290,920.93 153.27% Responsive Non-Winning Bid 9, ENGINEERING CONTRACTORS, LLC (6) PREMIER PAVING, LLC Units ( ) indicates item is bid as Lump Sum, Alternate Ext Amount Ext Amount (4) DANNY MARTINEZ INC. (5) YOROCA ENGINEERING CONTRACTORS, LLC, (8) AMERICAN DESIGN ENGINEERING CONSTRUCTION INC. (9) WALKER, ART CONSTRUCTION, INC. Units

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/dec02/e55d6bidtabs.pdf?sfvrsn=8a497206_1
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