1087 search results for UNIT COST PER PAY ITEM
SP4550000DB-722origind
Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, 1.5 inches per second from vibration sources located within 30 feet (from the nearest outside edge, : Furnish adequate facilities for making load and settlement readings 24 hours per day. Provide, cost to the Department. When using low displacement steel piling such as structural shapes, drive, blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot) at the end of initial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722origind.pdf?sfvrsn=368c4ff0_2Ad 26112 STAGE 2 ScopeOfServices_452826-1 SR 865
plans) the CONSULTANT shall be responsible for inputting the category information, pay items, with FDM 902. Includes loading category information, pay items, and quantities into Designer, shall identify the necessary pay items to be included in the bid documents to monitor existing, be built as designed and to specifications. The Scope of Services establishes which items of work, included in this Contract, and also indicates which items of work will be the responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/ad-26112-stage-2-scopeofservices_452826-1-sr-865.pdf?sfvrsn=5dbecd6c_1D3310000.do
of equivalent pay items at no pay. When the item is measured by the ton [metric ton], the Engineer, ] and by using the average calculated spread for that LOT. When the pay item is measured by the square, , remove and replace the material at no cost to the Department at any item. **When there are two, as an alternate at no additional cost to the Department. The equivalent mixes are as follows: Type, is less than 100 tons [90 metric tons] per day on successive days, run the test when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3310000.do.pdf?sfvrsn=f194e44d_0SP4550000DB-725
inches per second from vibration sources located within 30 feet (from the nearest outside edge, and settlement readings 24 hours per day. Provide such facilities for the instrumented area, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, normal bearing resistance at a blow count ranging from 3 blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot) at the end of initial drive, and capable of driving the piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4550000db-725.docx?sfvrsn=aab76686_3SP4550000DB-726
per second from vibration sources located within 30 feet (from the nearest outside edge of freshly, and settlement readings 24 hours per day. Provide such facilities for the instrumented area, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, drive, normal bearing resistance at a blow count ranging from 3 blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot) at the end of initial drive, and capable of driving the piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/design-build/sp4550000db-726.docx?sfvrsn=a7b23753_1D4-09-06-24BSN
LIMITS. Call Order: 001 Proposal: E4W84 ALT Item Description Unit Quantity Section 0001 Roadway, Proposal: E4W84 ALT Item Description Unit Quantity 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY, Proposal: E4W84 ALT Item Description Unit Quantity 0700-141-111 ENHANCED HIGHWAY SIGN ASSEMBLY, AC, Notice - Proposal Item Quantities Call Order: 001 Proposal: E4W84 ALT Item Description Unit, - Proposal Item Quantities Call Order: 001 Proposal: E4W84 ALT Item Description Unit Quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/d4-09-06-24bsn.pdf?sfvrsn=97323cd9_1450726-1_Stage2_ScopeOfServices_2024-02-08
for inputting the category information, pay items, and quantities into AASHTOWare Project Preconstruction, Quantities (EQ) Report in accordance with FDM 902. Includes loading category information, pay items, 117. The CONSULTANT shall identify the necessary pay items to be included in the bid documents, and to specifications. The Scope of Services establishes which items of work in the FDOT Design Manual and other, , and also indicate which items of work will be the responsibility of the CONSULTANT and/or the DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-1_stage2_scopeofservices_2024-02-08.docx?sfvrsn=1599ce59_1SP4550000DB-722
greater than 1.5 inches per second from vibration sources located within 30 feet (from the nearest, hours per day. Provide such facilities for the instrumented area, and include lighting and shelter, through embankment/fill material down to the natural ground at no additional cost to the Department, blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot) at the end of initial, % of the manufacturer’s rated speed in blows per minute. Provide and maintain in working order
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722.pdf?sfvrsn=47fe5644_24550503.origind
revision involve Pay Item changes? Yes No Estimates staff contacted (name): Will the proposed, Tests (SPT) for coring. In such cases, supply these tests at no additional cost per foot, of the excavation. Include all cost related to the inspection device in the cost of drilled shaft items, within 10% of the manufacturer’s rated speed in blows per minute, unless otherwise authorized, to automatically determine and display the blows per minute of the hammer. ARTICLE 455-15 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4550503.origind.pdf?sfvrsn=2fe0922b_0SP4550000DB-722-AddChng origind
Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, particle velocities greater than 1.5 inches per second from vibration sources located within 30 feet, adequate facilities for making load and settlement readings 24 hours per day. Provide such facilities, at no additional cost to the Department. When using low displacement steel piling such as structural, resistance at a blow count ranging from 3 blows per inch (36 blows per foot) to 10 blows per inch (120
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_2SP4550000DB-122origind
Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, that freshly placed concrete is not subjected to peak particle velocities greater than 1.5 inches per, : Furnish adequate facilities for making load and settlement readings 24 hours per day. Provide, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, the required resistance at a blow count ranging from 3 blows per inch (36 blows per foot) to 10 blows per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/sp4550000db-122origind.pdf?sfvrsn=81d86f2c_2D3-03-13-25BSN
and Approximate Quantities Call Order: 001 Proposal: E3X03 ALT Item Description Unit Quantity Section, : 002 Proposal: E3X37 ALT Item Description Unit Quantity Section 0001 Roadway 0101- 1- MOBILIZATION, Order: 002 Proposal: E3X37 ALT Item Description Unit Quantity 0107- 2- MOWING AC 105.980 0110- 1, pay items listed. This Contract has a budgetary estimate of $100,000.00. The quantities shown, Order: 008 Proposal: E3Y58-R0 ALT Item Description Unit Quantity Section 0001 TRAFFIC CONTROL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/d3-03-13-25bsn.pdf?sfvrsn=5d70b948_1D5-01-07-25BSN
of calendar days to complete the work. Call Order: 001 Proposal: E51D9-R0 ALT Item Description Unit, : E59C0-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM, Solicitation Notice - Proposal Item Quantities Call Order: 002 Proposal: E59C0-R0 ALT Item Description Unit, Calendar Days: 220 Lead Time: 14 Days This is a Maintenance Pay Item Contract. Intent: The work under, Quantities Call Order: 003 Proposal: E59C2 ALT Item Description Unit Quantity Section 0001 PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jan07/d5-01-07-25bsn.pdf?sfvrsn=178a31f3_120_10_Zhang_Coordination_Structures_Design
of Plan Consistency Issues on Structures: 1. Pay Item Notes Notes are not consistent. As an example, reviewer from each discipline to review pay items and plan notes for the overall project, to review the overall project pay items and plan notes for consistency, especially when several, 6/30/2025 9 17 • Unit Weight: 32-34 pcf • Maximum lift: 30” • 28 day Comp. Strength: Min. 90-140 psi, Plan and Elevation View Section View • Unit weight: 15-16 pcf • Max. lift: 24” • Min. Comp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/20_10_zhang_coordination_structures_design.pdf?sfvrsn=47d8443a_1combinedpde-designscope-v-2022-02
information, the pay items and quantities into AASHTOWare Project Preconstruction through the use, , pay items, and quantities into Designer Interface for AASHTOWare Project Preconstruction (PrP), QA/QC, be built as designed and to specifications. The Scope of Services establishes which items of work, to accomplish the work included in this contract and indicates which items of work, and performing utility coordination meetings, keeping and distribution of minutes/action items of all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/combinedpde-designscope-v-2022-02.docx?sfvrsn=5d82bc77_1CH 2_redline_2025-02
and subrecipients of State and Federal financial assistance must have available funds to pay for all project, -AID HIGHWAY PROGRAMS OVERVIEW Per the Stewardship and Oversight Agreement (FDOT Topic, as recorded in the LA’s cost accounting system. The Department may conduct random audits of supporting, , and items on General Appropriations Act (GAA) Conference Committee spreadsheets to direct, of the specific appropriation, proviso, or items on GAA Conference Committee spreadsheets; and the referenced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/review/fy-2024-25/ch-2_redline_2025-02.pdf?sfvrsn=49d822b3_12021 SRES Final Report
2021 Final Report Figure 1. FDOT Construction Cost Index, 2000 ‐ 2021 Source: TBG calculated from data provided by FDOT Office of the Work Program and Budget, TBG Work Product. Figure 2. Cost Composition Forecast Using LRE Prices Figure 3. Cost Composition Forecast Using Forecast Prices Source: TBG, . An overall FDOT Cost Index was calculated by accessing historical pricing and the share of aggregate, and the cost composition in 2000, FDOT costs are currently on a similar trajectory to conditions seen
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/final/2021-sres-final-report.pdf?sfvrsn=1bedea44_1SP4550000DB-722impl
velocities greater than 1.5 inches per second from vibration sources located within 30 feet (from, and settlement readings 24 hours per day. Provide such facilities for the instrumented area, and include, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, resistance at a blow count ranging from 3 blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot) at the end of initial drive. When the stroke height or bounce chamber pressure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722impl.pdf?sfvrsn=354b2d2_2SP45500000-723impl
velocities greater than 1.5 inches per second from vibration sources located within 30 feet (from, and settlement readings 24 hours per day. Provide such facilities for the instrumented area, and include, cost to the Department. When using low displacement steel piling such as structural shapes, drive, at a blow count ranging from 3 blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot, operating within 10% of the manufacturer’s rated speed in blows per minute. Provide and maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/sp45500000-723impl.pdf?sfvrsn=f05c7271_1TWO8_SR 856 Lehman Causeway Technical Memorandum 4.1.24_FINAL
; (2) identify potential alignment challenges; and (3) develop an opinion of probably cost, detailed cost estimate for future work p r o g r a m m ing. The discussion also highlighted changes, cost at equal category weights. The most significant difference between the north and south, is obtained. The bulk of the cost difference between the north and south alternative, Cost can be found in Attachment F and summarized in Table 1 below. This does not include quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/25609/two8_sr-856-lehman-causeway-technical-memorandum-4-1-24_final.pdf?sfvrsn=90fcc398_1