641 search results for item average unit cost
SS1205000redline
debris and undesirable material in accordance with applicable local and state laws. The cost of disposing all debris and undesirable material will be included in the contract unit price for cleaning, for payment are included in the Bid Sheet Price Proposal for the Contract, the cost of erosion, . The adjustment will be the average final ditch width divided by the standard (typical) ditch width. The linear feet under this item will be adjusted by the percentage calculated. 120-50.5 Basis of Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss1205000redline.pdf?sfvrsn=f5c71a94_02021 BOE Manual
1 Units which will be replaced with unit of Each (EA) upon pay item/specification update. See, description should indicate the item to be measured with the EA unit of measure. 2.2 Secondary, items: Pay Item Description Unit Qty 999-2 Lump Sum Contract, Alternative Bidding (123456-1-52-01, Design-Build proposals’ pay items: Pay Item Description Unit Qty 0-50-4 Design / Build, Bridge, unit cost prices for predetermined work items which may be completed by the Contractor pursuant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/publications/basis-of-estimates-manual/2021-boe-manual.pdf?sfvrsn=6c906e12_1D2340000
. 234-10 Calculations for Average Thickness of Base. Meettherequirements of 285-7. 234-11 Method, and 334. The bid price for the asphalt mix will include the cost of the liquid asphalt or the asphalt recycling agent. There will be no separate payment or unit price adjustment for the asphalt binder, material as provided for in 9-2.1.2 will not apply. Payment will be made under: Item No. 285-7 - OptionalBase–persquareyard. Item No. 2285-7 - OptionalBase–persquaremeter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d2340000.pdf?sfvrsn=92df08b_0SLU Guidance Document_DECEMBER 2024
the state average number of people per dwelling unit. 7. Use these data to determine a criteria barrier, .) 3 Multiply item 1 by item 2 4 Enter the average amount of time that a person stays at the site, 3 by item 6 8 Multiply item 7 by $42,000 9 Does item 8 exceed the "abatement cost factor, Cost-Effectiveness – Reasonableness ........................................................... 22, ....................................................................................... 20 Figure 8 Step 4: Determine Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/noise/slu-guidance-document_december-2024.pdf?sfvrsn=5e5abcb2_3SLU Guidance Document_DECEMBER 2024
the state average number of people per dwelling unit. 7. Use these data to determine a criteria barrier, .) 3 Multiply item 1 by item 2 4 Enter the average amount of time that a person stays at the site, 3 by item 6 8 Multiply item 7 by $42,000 9 Does item 8 exceed the "abatement cost factor, Cost-Effectiveness – Reasonableness ........................................................... 22, ....................................................................................... 20 Figure 8 Step 4: Determine Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/slu-guidance-document_december-2024.pdf?sfvrsn=9b219313_1CH 14_redline_2025-02
fee or cost per unit of work – Agency shall specify a maximum amount payable or not to exceed, direct wage averages for job classifications. • The LA may use average indirect cost rates provided, packages generally include: • Overhead Rates – Indirect cost rate derived from costs of items, throughout Chapter 14. If a LA chooses to retain a consultant at its own cost, the LA shall conform, ” or non-Federal cost share for future phases of FAHP projects. 14.2 CONSULTANT QUALIFICATIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/review/fy-2024-25/ch-14_redline_2025-02.pdf?sfvrsn=2283c5c_1fdot-bed31-977-21-rpt
. 2. Determining the benefits and costs. 3. Monetizing each benefit and cost. 4. Tallying the total, for competition costs, and regulatory risks. The final two steps involve monetizing each identified cost, Public Transit Benefits and Costs” in 1999, which synthesized benefit and cost categories identified, Unit No. 11. Contract or Grant No. BED31-977-21 12. Sponsoring Agency Name and Address Florida, impact assessment of transit services in the United States from 2003 to 2023, focusing on Benefit-Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed31-977-21-rpt.pdf?sfvrsn=ff9214eb_11020602.origind
- Radar Speed Display Unit - per each per day. Item No. 102-909- Temporary Raised Rumble Strips, revision involve Pay Item changes? Yes No Estimates staff contacted (name): Will the proposed, for each item loaded at the time of issuance. Provide timber dunnage, and transport the bridge, scabbling when determined necessary by the Engineer. The Department will pay for the cost, , whichever is earliest. Return the detour bridging at an average of not less than 200 feet per week. Upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1020602.origind.pdf?sfvrsn=7119fd88_02025-FPDM
and a statewide meeting of designers may be held annually. A major agenda item at these meetings, as ¾” thick. The in-place thickness will average ¾” with edge rolling down to approximately, to the pavement system at a low cost, it is highly recommended that a stabilized subgrade element be included, costly material, thus resulting in the lowest bid price. Unbound granular base materials, Course (designated as Type B-12.5) if the additional cost can be justified: • In an urban area
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/2025-fpdm.pdf?sfvrsn=cfa567d_12025-FPDM-v2
and a statewide meeting of designers may be held annually. A major agenda item at these meetings, and is always shown as ¾” thick. The in-place thickness will average ¾” with edge rolling down, to the pavement system at a low cost, it is highly recommended that a stabilized subgrade element, the least costly material, thus resulting in the lowest bid price. Unbound granular base, to Asphalt Base Course (designated as Type B-12.5) if the additional cost can be justified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/2025-fpdm-v2.pdf?sfvrsn=7b53982a_11020602.impl
Sign - per each per day. Item No. 102-150- Radar Speed Display Unit - per each per day. Item, without this notice. Take responsibility and sign for each item loaded at the time of issuance, will pay for the cost of scabbling as Unforeseeable Work in accordance with 4-4. Return, , or the date Contract Time expires, whichever is earliest. Return the detour bridging at an average, years declared in item 1(d) above including the following information: 1. Project name and number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1020602.impl.pdf?sfvrsn=95450e6d_02013eBook
of components of the permanent structure as part of a redesign or Cost Savings Initiative Proposal, Engineers will not be authorized to perform redesigns or Cost Savings Initiative Proposal designs, path having the least amount of total float. The controlling item of work will also be referred, of performance of any controlling work item under the Contract. The term “delay” is intended to cover all, . Laboratory. TheofficialtestinglaboratoryusedbytheDepartment. Major Item of Work. Anyitem of work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/ebook/2013ebook.pdf?sfvrsn=4aa23597_087072000_Safety Study_SR 985_SW 107 Av from NW 7 St to SR 836 WB Ramps - Final
to the improvement costs to give a safety benefit/cost ratio. The benefit/cost ratios were calculated, 7 . 5 B E N E F I T ‐ COST ANALYSIS, P E NDIX I – PRELIMINARY COST ESTIMATES FOR SAFETY, P E N D I X J – S A F E T Y B E N E F I T‐COST RATIO COMPUTATION, 1 T A B L E 4 ‐1: AVERAGE DAILY TRAFFIC (ADT) BY APPROACH (NW 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/25624---25613/87072000_safety-study_sr-985_sw-107-av-from-nw-7-st-to-sr-836-wb-ramps---final.pdf?sfvrsn=d3bb2583_11-13DBBoilerplate-10-25-12
kind; or if the unit prices are obviously unbalanced, or if the cost is in excess of or below, : The correct Proposal ID. The correct bid item number being changed and the respective unit price change, on the State Construction Website. Controlling Work Items. The activity or work item on the critical path having the least amount of total float. The controlling item of work will also be referred, , which extends the Contractor’s time of performance of any controlling work item under the Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/design-build/1-13dbboilerplate-10-25-12.pdf?sfvrsn=4091fd97_0E3XX1NonTechSpecs
in the contract are changed, resulting in greater or less cost or time. CONTRACT AGREEMENT: Contract, cost of the contract): LEVEL 1-Contract Sum Agreement of $35,000 or less LEVEL 2-Contract Sum, : The selected Contractor’s proposed cost for purposes of negotiation of the Construction Project, herein or in the contract, all costs of liability and performing the work shall be at the Contractor’s, in negotiating a construction cost for Phase II of the project during Phase I, the Owner reserves
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3xx1/e3xx1nontechspecs.pdf?sfvrsn=e8260fda_11200000.FHWA
unit prices will be made according to work additions or reductions on the part of the Prime, of payment, include such excavation under the item of Rregular Eexcavation. IftheproposalshowsLlateral Dditch Eexcavation as a separate item of payment, but does not show Cchannel Eexcavation as a separate item of payment, include such excavation under the item of Llateral Dditch Eexcavation. Otherwise, include Cchannel Eexcavation under the item of Rregular Eexcavation. 120-2.2 Regular Excavation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa.pdf?sfvrsn=818c8922_0MPOAC-Governing-Board-Meeting-Package-November-2018
to brigitte.messina@mpoac.org. Item Number 1 Call to Order & Pledge of Allegiance DISCUSSION: The Chair will open, . REQUESTED ACTION: None ATTACHMENTS: None Item Number 2 Approval of Minutes: August 02, 2018 DISCUSSION, Intermodal System (SIS) cost feasible plan and the five year gap in the adopted work program. Mr, vehicles that do not pay a motor fuel tax and are using the roadway network for no cost, subsidized, County TPO, disagreed with tabling the item. His position was that this issue has been discussed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-governing-board-meeting-package-november-2018.pdf?sfvrsn=b9f7adcd_14550501-122FHWA
embankment/fill material down to the natural ground surface at no additional cost to the Department, is required, compensation will be made under the item for piling, for both the original pile, unit price for piling. The Contractor may substitute a longer pile in lieu of splicing and building, all costs associated with dynamically testing production piles with epoxy- bonded dowel splices under Pay Item No. 455-34. No payment will be made for dynamic load tests on test piles. For structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/4550501-122fhwa.pdf?sfvrsn=cc5624c5_21200000.impl
to quantities or to Contract unit prices will be made according to work additions or reductions on the part, of payment, include such excavation under the item of regular excavation. Iftheproposalshowslateralditchexcavationasaseparateitem of payment, but does not show channel excavation as a separate item of payment, include such excavation under the item of lateral ditch excavation. Otherwise, include channel excavation under the item of regular excavation. 120-2.2 Regular Excavation: Regular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1200000.impl.pdf?sfvrsn=3fc7662b_04550201D01-724FHWA
pile/shaft failure, or any other cause. Include in the bid the cost of transporting load test, the equipment against loss or damage for the replacement cost thereof (the greater of $150,000 or the amount shown in the Plans) or for the full insurable value if replacement cost insurance, and unloading of pile/shaft top movement as measured by the average of the dial gauge readings, from wireline, drilled through embankment/fill material down to the natural ground surface at no additional cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4550201d01-724fhwa.pdf?sfvrsn=c654f883_1