1087 search results for UNIT COST PER PAY ITEM
SP4550000DBFHWA
to peak particle velocities greater than 1.5 inches per second from vibration sources located within, load 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, 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 to a resistance equal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/sp4550000dbfhwa.pdf?sfvrsn=ffad7a4b_12023 FDM Complete
and cost $7.8M. This complex multi-lane roundabout was designed to improve traffic flow, increase safety, and will be coordinated with other offices affected by the proposed change. Items warranting immediate, the opportunity to review the revisions as per the Department’s Stewardship Agreement with FHWA, Engineer. Modification for Non-Conventional Projects: Delete item 4 above and see the RFP. January, criteria and operational standards. Toll Road is a general term for any road that requires the user to pay
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023-fdm-complete.pdf?sfvrsn=b3c97f6a_4SP4550000DBD01-722FHWA
that freshly placed concrete is not subjected to peak particle velocities greater than 1.5 inches per, and settlement readings 24 hours per day. Provide such facilities for the instrumented area, and include, embankment/fill material down to the natural ground surface at no additional cost, . Supply driving equipment which provides the required 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000dbd01-722fhwa.pdf?sfvrsn=b19fdf7e_2SP4550000DB-723FHWA
inches per second from vibration sources located within 30 feet (from the nearest outside edge, readings 24 hours per day. Provide such facilities for the instrumented area, and include lighting, cost to the Department. When using low displacement steel piling such as structural shapes, drive them, provides the required 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_1D3300000.do
the cost of this traffic control and testing in the Contract bid prices for the asphalt items, ] in accordance with 330-12.4. 330-12.3.5 Adjustment of Pay Item Quantity: The Engineer may waive, to determine the composite pay factor (No. 8 [2.36 mm] sieve, No. 200 [75 µm] sieve, asphalt binder, ; mix gradation and volumetric properties at a minimum frequency of one per day. In the event, per day. Quality Control tests used in the acceptance decision may be used to fulfill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do4774787050354ff792f51141ed7986a1.pdf?sfvrsn=629425e1_0D3300000.do
the cost of this traffic control and testing in the Contract bid prices for the asphalt items, ] in accordance with 330-12.4. 330-12.3.5 Adjustment of Pay Item Quantity: The Engineer may waive, to determine the composite pay factor (No. 8 [2.36 mm] sieve, No. 200 [75 µm] sieve, asphalt binder, ; mix gradation and volumetric properties at a minimum frequency of one per day. In the event, per day. Quality Control tests used in the acceptance decision may be used to fulfill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do.pdf?sfvrsn=313fd48a_0SS3300000
. Include the cost of this traffic control in the Contract bid prices for the asphalt items, to the pay item quantity. 330-12.4.5.5 Friction Course Layer: Straightedge the friction course layer, is not a significant detriment to the pavement quality. A reduction to the pay item quantity will be made in accordance with 330-12.5.2. 330-12.5.2 Reduction in Pay Item Quantity: When the Engineer elects to waive corrections, the Department will reduce the pay quantity for the pay item in question
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3300000.pdf?sfvrsn=ebd409a8_0ExampleDSOS.v.2023.01.2
shall be responsible for inputting the category information, pay items, and quantities, loading category information, pay items, and quantities into Designer Interface for AASHTOWare, establishes which items of work in the FDOT Design Manual and other pertinent manuals are specifically prescribed to accomplish the work included in this Contract, and also indicate which items of work, , keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/scope/2023/2023/exampledsos-v-2023-01-2.pdf?sfvrsn=52d52cf8_1exampledsos-v-2023-01-2
shall be responsible for inputting the category information, pay items, and quantities, loading category information, pay items, and quantities into Designer Interface for AASHTOWare, establishes which items of work in the FDOT Design Manual and other pertinent manuals are specifically prescribed to accomplish the work included in this Contract, and also indicate which items of work, , keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/exampledsos-v-2023-01-2.pdf?sfvrsn=133f9a24_1schedule_dictionary - Copy
been resolved to include prints of the completed plans, summary of Pay Items with Quantities, design, Plans (SS) Review of Pay Items and Quantities using the plans and CADD.zip file to make sure pay, checklist to ensure components are complete; review plans, quantities, and pay items to ensure plans, for the project 11302 ROADWAY PLANS Prepare Phase II Plans 19902 - Review LRE Unit Price - PH I 16300, and file with the PH II documents, estimate any project cost adjustments from the changes to the PH II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/test2/d2test/schedule_dictionary---copy.htm?sfvrsn=2f6ef41e_1&download=trueSched 2 Test
comments have been resolved to include prints of the completed plans, summary of Pay Items with Quantities, - SUBMIT PH III PLANS 30301 - Review PH III Plans (SS) Review of Pay Items and Quantities using the plans and CADD.zip file to make sure pay item are not missing and all the quantities are included, are complete; review plans, quantities, and pay items to ensure plans completion and accuracy 304, for the project 11302 ROADWAY PLANS Prepare Phase II Plans 19902 - Review LRE Unit Price - PH I 16300
https://www.fdot.gov/test/sched-2-testE4X48 Exhibit A Scope of Services
Enterprise F.S. Florida Statute Gbps Gigabit per second HAR Highway Advisory Radio HOV High, Exchange Platform VDS Video Detection Systems vphpl vehicles per hour per lane WWD Wrong Way, at the highest level of cost-effective performance, resulting in improved safety, reduced excess delay, , electrical power) at the facilities listed above at no cost to the VENDOR. The VENDOR will also, , or damaged items can’t be fixed. Exhibit “A” — Scope of Services 20 | Page 3.7.2 Operator Conduct
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x48/e4x48-exhibit-a-scope-of-services.pdf?sfvrsn=8920d425_2D2-05-21-25BSN-30Day
is at the sole discretion of the Department. Call Order: 001 Proposal: E21B5 ALT Item Description Unit, Notice - Proposal Item Quantities Call Order: 001 Proposal: E21B5 ALT Item Description Unit Quantity, - Proposal Item Quantities Call Order: 001 Proposal: E21B5 ALT Item Description Unit Quantity 0710, - Proposal Item Quantities Call Order: 001 Proposal: E21B5 ALT Item Description Unit Quantity 0706, : 002 Proposal: E21Q0 ALT Item Description Unit Quantity Section 0001 Structures 0110- 3- REMOVAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25bsn-30day.pdf?sfvrsn=abb40a87_13460000.FHWA
to the scheduled 28 day test. The average resistivity of the three cylinders, eight readings per cylinder, cementitious materials is 470 pounds per cubic yard. Do not apply the air content range and the maximum, admixture. Take representative samples from each batch and perform slump, air content, density (unit, approval, the Contractor may incorporate this concrete into non-reinforced concrete items and may, pounds per cubic yard Maximum Water to Cementitious Materials Ratio pounds per pounds* I 470 0.53
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/3460000.fhwa.pdf?sfvrsn=f318b94c_0SP4550000DB-722AddChngFHWA
velocities greater than 1.5 inches per second from vibration sources located within 30 feet (from, for making load and settlement readings 24 hours per day. Provide such facilities, cost to the Department. When using low displacement steel piling such as structural shapes, drive, count ranging from 3 blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot, . Drive piles with air/steam hammers operating within 10% of the manufacturer’s rated speed in blows per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000db-722addchngfhwa.pdf?sfvrsn=fb57a9f8_2SP4550000DB-122FHWA
is not subjected to peak particle velocities greater than 1.5 inches per second from vibration sources located, facilities for making load and settlement readings 24 hours per day. Provide such facilities, drilled through embankment/fill material down to the natural ground surface at no additional cost, 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 readings do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp4550000db-122fhwa.pdf?sfvrsn=32ba4925_2SunGuide and Lonestar Review
to a common platform will provide significant cost savings overtime for both DOTs by eliminating, . To continue and enhance this collaboration effort and to reduce the cost of sharing enhancements from one, Sect. 3.1; pg. 17 System Operation Concept of Operations (ConOps) ConOps (per subsystem) Change, Specification (document) Software Requirements Specifications (per subsystem) Requirements, ) Sect. 3.5; pg. 19 SDD (per subsystem) Database Database Design Document (DBDD) DBDD Interface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/whitepapers/sunguide-and-lonestar-review.pdf?sfvrsn=a68c2888_15300102.origind
Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines, a maximum of 0.5% moisture absorption at seven days, per ASTM D570. Cable crimps must be aluminum, Geosynthetic MaterialFilter Fabric: Include the cost of materials and installation of the geosynthetic materialfilter fabric in the Contract unit price for riprap or ACB revetment system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/5300102.origind.pdf?sfvrsn=751dcaac_0SS3300000
geometrical conditions, the Engineer will waive corrections with no deduction to the pay item quantity, to the pavement quality. A reduction to the pay quantity item will be made in accordance with 330-12.5.2. 330-12.5.2 Reduction in Pay Item Quantity: When the Engineer elects to waive corrections, the Department will reduce the pay quantity for the pay item in question by the amount of material, they can be seen. Provide the following charts: 1.Allcomponents used to determine the composite pay
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33000003b0005eeea3f462da7b3d6374c5c7e53.pdf?sfvrsn=5dfb52b7_0CAV Guidance LL&BP_2026 Edition
.................................................................................................. 9 2.4.1 10-Year ITS Cost Feasible Plan, unit mounting scenarios ......................................................... 32 2026 Edition iv, unit deployment on structure location on outside shoulder of limited- access corridor, Figure 3-21: Typical roadside unit deployment of structure location installed in the median, Assemblies with NTCIP Requirements CTI 4001,v01.01-Amendment 1 (or later), Roadside Unit (RSU
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cav-guidance-ll-bp_2026-edition.pdf?sfvrsn=f72b3f7_1