1087 search results for UNIT COST PER PAY ITEM
SS3460000
to the scheduled 28 day test. The average resistivity of the three cylinders, eight readings per, or junction boxes require a Class III concrete, the minimum cementitious materials is 470 pounds per, and perform slump, air content, density (unit weight), and temperature tests on these samples, to the Engineer’s approval, the Contractor may incorporate this concrete into non-reinforced concrete items, : TABLE 3 Class of Concrete Minimum Total Cementitious Materials Content pounds per cubic yard
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N lbf/in2 pound force per square inch 6.89 kilopascals kPa iv APPROXIMATE CONVERSIONS TO SI UNITS, kilopascals 0.145 pound force per square inch lbf/in2 *SI is the symbol for the International, 33174 10. Work Unit No. (TRAIS) 11. Contract or Grant No. BDV29-977-59 12. Sponsoring Agency Name, in view of the trade-offs among cost and time attributes; and examine whether and to what extent, , data security concerns, cost consciousness, and green travel preferences, etc. Significant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv29-977-59-rpt.pdf?sfvrsn=1321150a_1MPOAC-Governing-Board-Agenda-Package-10-29-20-new
support. Status of Action Items from the Fall 2019 MPOAC Leadership Meeting Action Item Person, Thibault 3. Approval of Minutes: January 30, 2020 Meeting 4. Public Comments (non-agenda items) 5, Items & Presentations A. Approval of the MPOAC Final UPWP B. Approval of the MPOAC Bylaws Amendment, Waldron at (850) 414-4037 or by email to John.Waldron@mpoac.org. Item Number 1 Call to Order, are asked to rise for the Pledge of Allegiance. REQUESTED ACTION: None ATTACHMENT: None Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/mpoac-governing-board-agenda-package-10-29-20-new.pdf?sfvrsn=47ab6394_1FDOT-EandO-Guidelines-rev2025-04-14
and contract documents may contain errors or omissions; as a result, cost and time overruns may occur on a construction project. Cost and time overruns may also occur on a construction project because, actively pursue premium cost recovery of these added project costs (premium costs). The Department, are specifically referred to in the procedure by title (e.g., E&O Notification Letter, Premium Cost, in any correspondence to the Contractor. The CEI must negotiate any additional cost and time
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and contract documents may contain errors or omissions; as a result, cost and time overruns may occur on a construction project. Cost and time overruns may also occur on a construction project because, actively pursue premium cost recovery of these added project costs (premium costs). The Department, are specifically referred to in the procedure by title (e.g., E&O Notification Letter, Premium Cost, in any correspondence to the Contractor. The CEI must negotiate any additional cost and time
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/errors-and-omissions/fdot-eando-guidelines-rev2025-04-14.pdf?sfvrsn=ec4ebbcf_120201028_CTDAgendapkg
-In Number: 888-585-9008; Conference Code: 837-653-349 Item # Agenda Item Speaker(s) I. Call, to the current agenda items) Public Action Items V. Approval of August 26, 2020 Meeting Minutes Chairman, Rachelle Munson, CTD General Counsel Information Items IX. Upcoming Annual Performance Report and Other, are limited to five (5) minutes per speaker. In accordance with the Americans with Disabilities Act, ITEM: V. Approval of Minutes – August 26, 2020 BACKGROUND INFORMATION: The Commission met via
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. Stakeholders should be notified of changes to the location of these requirements and impacted pay items, with current addendums. Design and construct the DMS unit for continuous usage of at least 20 years, to withstand loads, including a wind load of 150 miles per hour, as defined in the FDOT Structures, displays produce an overall luminous intensity of at least 9200 candelas per square meter when, from once per minute to once per week in one-minute increments. The controller must allow the user
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/7810000.origind.pdf?sfvrsn=3e7ea77e_03370000SS
current approved form, for the certified asphalt concrete friction course pay item. Submit, pay item. 337-14 Basis of Payment. Priceandpayment will be full compensation for all the work, to 7-3, for obtaining any and all necessary rights to use such processes and pay any and all, Patent No. 4,613,376 in the bid unit price for friction course FC-5. 337-2.6.2 Cellulose Fibers, ) with a maximum difference per FM 1-T 030 (Figure 2). 6.Table334-5 (Master Production Range) is replaced by Table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3370000ss.pdf?sfvrsn=e930b606_03370000SS
current approved form, for the certified asphalt concrete friction course pay item. Submit, pay item. 337-14 Basis of Payment. Priceandpayment will be full compensation for all the work, to 7-3, for obtaining any and all necessary rights to use such processes and pay any and all, Patent No. 4,613,376 in the bid unit price for friction course FC-5. 337-2.6.2 Cellulose Fibers, ) with a maximum difference per FM 1-T 030 (Figure 2). 6.Table334-5 (Master Production Range) is replaced by Table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3370000sse7b27216813e42deb42434fafd6bc051.pdf?sfvrsn=648808be_0700-030-001-adopted
by more than 10%. These agreements may be lump- sum, or have pay items. For UWHC Agreements where, for obtaining utility service drops to these assemblies are paid through contract pay items. When, .................................................... 5 2.2 Indirect Cost Percentages, .......................................................................................... 22 4.5 Cost Overruns, rules, policies, procedures, forms, and agreements. 2.2 Indirect Cost Percentages The SUO
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: 1.Provide reinforcing steel per Section 931. 2.Final design and details of local zone reinforcement, : 462-2.2.2.1 Strand: 1.Provide prestressing strands per Section 960. 2.Strand couplers are not permitted. 462-2.2.2.2 Bar: 1.Provide prestressing bars per Section 960. 2.For permanent applications, Parallel Wire : 1. Provide prestressing parallel wire assemblies per Section 960. 2. Wire couplers, per manufacturer’s instructions with potable water meeting requirements of Section 923. 3.Do
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: 1.Provide reinforcing steel per Section 931. 2.Final design and details of local zone, Prestressing: 462-2.2.2.1 Strand: 1.Provide prestressing strands per Section 960. 2.Strand couplers are not permitted. 462-2.2.2.2 Bar: 1.Provide prestressing bars per Section 960. 2.For permanent, . 462-2.2.2.3 Parallel Wire : 1. Provide prestressing parallel wire assemblies per Section 960. 2. Wire, grout per manufacturer’s instructions with potable water meeting requirements of Section 923. 3.Do
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Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, unit. When this switch is placed in the AUTO position the controller unit must operate, , a logic ground must be applied to the manual control enable input of the controller unit. 6760000, to the logic ground and the interval advance inputs of controller unit. When the manual hand cord, advance input of the controller unit. Provide a manual pushbutton with Type 3 and larger cabinets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6760000-723origind.pdf?sfvrsn=3be679cf_1Sep-2014
on our state roads? Who maintains them? How do we pay for it? How did they get installed? All good, of the computer programs when you get a chance. How do we pay for these lights? Well, there are mulƟple ways, and we have determined who will maintain them…we need to ask ourselves: What is the least cost, cost or simply want to discuss it further; please stop by our uƟliƟes office. District 4 Design, with all required documentaƟon per the Florida AdministraƟve Code (F.A.C) Chapter 14‐96. As we all know
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/news/d4/sep-2014.pdf?sfvrsn=f3b938e_02024-03-12 New York Pedestrian Overpass Phase IIR - Roadway
LICENSE NO.: 94590 ROMAIN GAYET, P.E. SUMMARY OF PAY ITEMS 0200 SUMMARY OF ROADWAY SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT QUANTITY TOTAL 0101- 1- LS 0102- 1- 0102- 60- WORK ZONE SIGN 0102- 74, OF PAY ITEMS SIGNATURE SHEET KEY SHEET SHEET DESCRIPTION 25 - 27 24 17 - 23 15 - 16 13 - 14, SUMMARY OF PAY ITEMS SIGNATURE SHEET KEY SHEET 25 - 27 24 15 - 16 13 - 14 10 - 12 6 - 9 3 - 4 2, :32:08 PM Roadway Summary of Pay Items 436656-1-52-01 POLK N/A ROAD NO. FINANCIAL PROJECT ID COUNTY
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as follows: Financial Project ID: > Work Program Item No.: > Federal Aid Project No.: > ETDM, )............................................................................ 3 9 4 . 16 PROJECT COST ESTIMATES . ............................................................................................... 3 9 Construction Cost Estimates .................................................................................................. 39 Right of Way Cost Estimates, Other Cost Estimates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/pde-standard-sos_2024-01.pdf?sfvrsn=6f57f429_1F6012ScopeOfWorkNonTechSpecs
storage: internal enterprise class hard drives totaling 40TB (per unit) 23. server memory: 16GB 24, as required to properly fulfill the complete and total scope of work, as per the contract, portions of the project at no additional cost to the Department. 3.4. Contractor Contract Manager, per server 27. video output: 1xTrue HD HDMI, 1x DP 28. connectivity: 1x 1G gigabit Ethernet, 1x, quality on motion iv. do not record b) recording quality c) frames per second d) schedule i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/fco/f6012/f6012scopeofworknontechspecs.pdf?sfvrsn=87cbfc71_1SS3460000
. The average resistivity of the three cylinders, eight readings per cylinder, is an indicator, samples from each batch and perform slump, air content, density (unit weight), and temperature tests, this concrete into non-reinforced concrete items and may be included for payment, provided it meets, Density (Unit Weight), Yield and Air Content (Gravimetric) of Concrete ASTM C 138 Temperature, of revolutions at mixing and agitating speed. Items 3 through 6 do not apply to non-agitating concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3460000.pdf?sfvrsn=1dca039a_0SS7860000
for under separate pay items. 786-5 Testing. 786-5.1 Design Approval Test (DAT) Specifications: DATs, assigns an IP address to the detection unit. Ensure that the vehicle detection system responds to a polling request from the TMC for traffic data. Verify that the detection unit responds, at no cost for integration with third party software and systems. Ensure that an operator using, , respectively, of NEMA TS 2. Ensure that no item, component, or subassembly emits a noise level
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FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items, steel per Section 931. 2.Final design and details of local zone reinforcement are projectsystem, : 1.Provide prestressing strands per Section 960. 2.Strand couplers are not permitted. 462-2.2.2.2 Bar: 1.Provide prestressing bars per Section 960. 2.For permanent applications, use and location, . Provide prestressing parallel wire assemblies per Section 960. 2. Wire couplers are not permitted
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