1087 search results for UNIT COST PER PAY ITEM

D3-01-11-24BSN

with only one pay item listed in the Contract. All references to payment under individual pay item, in time any such pay item reference is incorporated in the Contract Documents, are superseded by the pay, under: Item No. 999-2 Lump Sum Contract - LS. Pay adjustments as shown in the Contract Documents, Bond form, Form No. 375-020-09. Call Order: 001 Proposal: E3W74 ALT Item Description Unit Quantity, . Call Order: 002 Proposal: E3X02 ALT Item Description Unit Quantity Section 0001 Structures 0458- 1

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7000000-723ind

Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, the signs mounted on a single structure. The Contract unit price per assembly for ground mounted signs, . The retroreflective sign strip will be paid for separately, and the Contract unit price per each, structures. The Contract unit price per each for sign panel, furnished and installed, will include, will be made under: Item No. 700- 1- Single Post Sign, per Assembly. Item No. 700- 2- Multi Post Sign

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CHAPTER 15

of the construction contracting process. Department cost estimates are confidential per 337.168, F.S., LAs are required to advertise a project within 30 days of the NTP per the terms of the LAP Agreement (7B). Timely contract award is critical for maintaining financial activity on Federal projects per, Multiple Federal-aid projects may be bundled into one advertisement and contract award as a cost and time, , when the project is on the NHS or SHS and the contract is estimated to cost 525-010-300 January 2007

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001-556 7-22impl

will not be authorized to perform redesigns or Cost Savings Initiative Proposal designs of items fully detailed in the Plans. Controlling Work Items. The activity or work item on the critical path having, Report contains pay item and quantity information for the project. When the Plans do not adequately, the Initial Contingency Pay Item or a Contingency Supplemental Agreement. Working Day. Any calendar day, $5,000. On multiple job Contracts, changes made to an individual pay item due to substantial

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DraftStdRateMeth3-5-03

. ExistingMethodologies&OtherRequirements...............................................36 VI. Transportation Disadvantaged Program Cost, and other requirements, Transportation Disadvantaged Program cost analysis & performance framework, Methodology • Transportation-disadvantaged rate schedules should continue to be cost-based, process. • Any rate(s) adopted by a CTC should be supported by an exclusive cost 1 pool made up of projected identifiable and allocable 2 costs. The total costs in a particular rate cost pool

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001-556-722origind

Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, to perform redesigns or Cost Savings Initiative Proposal designs of items fully detailed in the Plans. Controlling Work Items. The activity or work item on the critical path having the least amount, Contingency Pay Item or a Contingency Supplemental Agreement. Working Day. Any calendar day, in the amount payable of more than $5,000. On multiple job Contracts, changes made to an individual pay item

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2022 SRES Final Report

materials used by FDOT, but USDOT has obtained a 6-month waiver of the provisions. Per USDOT, estimated herein for each material. An FDOT Cost Index was calculated by accessing awarded and average, on FDOT projects was compared to a baseline industry cost index (Figure 1). Input prices rose about 28, ..................................................................................................... 75 FDOT Cost, by District, Dollars per Ton

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7000105.origind

revision involve Pay Item changes? Yes No Estimates staff contacted (name): Will the proposed, luminous intensity of at least 9200 candelas per square meter when operating at 100% intensity. Provide, Consequence: If any unit fails, the unit shall be corrected or another unit substituted in its place, and construction modifications be made to all units without additional cost to the Department or an extension, each test. Ifanyunitfailstopassitsstand-alonetest, correct the unit or substitute another unit

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E1X04-Addendum No 5

- Active Construction Plans Added  Toledo Blade_TempSignals_SALVAGE ITEMS LIST 20241119 Attached, Version 2023-01c dated 4/11/2023 Page 5 of 57 Toledo Blade_TempSignals_SALVAGE ITEMS LIST20241119 A27, District 1 WWVDS Deployment – Plan Set B Toledo Blade_TempSignals_SALVAGE ITEMS LIST20241119 Request, typical section includes two 12-foot travel lanes per direction, a single 12-foot left turn lane, includes two 12-foot travel lanes per direction, a single 12-foot left turn lane, 5-foot bicycle lane

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2024FDM922MiscStruct

component, even when there are no bridge plans. In accordance with the Basis of Estimates, load pay items and quantities in the structures category. Concrete box culverts require complete design, Rating Summary sheet is required for box culverts classified as bridge culverts (per FDM 265.1, limitations. (2) Elevation view showing the configuration of the most appropriate type unit; e.g., frame, calculations for the three-sided structure. (b) In cases where squaring of the unit ends would create

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2024FDM922MiscStruct

of Estimates, load pay items and quantities in the structures category. Concrete box culverts require, as bridge culverts (per FDM 265.1 ). 922.5 Three-Sided Concrete Culverts These sheets, of the most appropriate type unit; e.g., frame or arch. Show any limitations on using a larger span (some, . (b) In cases where squaring of the unit ends would create a geometric conflict with right of way, units with no change in the payment limits and no additional cost to the Department. (f) When

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2025FDM922MiscStruct

pay items and quantities in the structures category. Concrete box culverts require complete, culverts (per FDM 265.1 ). 922.5 Three-Sided Concrete Culverts These sheets are to be placed, appropriate type of unit; e.g., frame or arch. Show any limitations on using a larger span (some, . (b) In cases where squaring of the unit ends would create a geometric conflict with right of way, units with no change in the payment limits and no additional cost to the Department. (f) When

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2025FDM922MiscStruct

plans. In accordance with the BOE Manual, load pay items and quantities in the structures category, Summary sheet is required for box culverts classified as bridge culverts (per FDM 265.1 ). 922.5, of unit; e.g., frame or arch. Show any limitations on using a larger span (some manufacturers only, where squaring of the unit ends would create a geometric conflict with right of way, utilities, with no change in the payment limits and no additional cost to the Department. (f) When traffic railings

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2026FDM922MiscStruct

there are no bridge plans. In accordance with the BOE Manual, load pay items and quantities in the structures, Rating Summary sheet is required for box culverts classified as bridge culverts (per FDM 265.1, type of unit; e.g., frame or arch. Show any limitations on using a larger span (some manufacturers, ) In cases where squaring of the unit ends would create a geometric conflict with right of way, utilities, with no change in the payment limits and no additional cost to the Department. (f) When traffic

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2026FDM922MiscStruct

. In accordance with the BOE Manual, load pay items and quantities in the structures category. Concrete, sheet is required for box culverts classified as bridge culverts (per FDM 265.1). 922.5 Three-Sided, Structures 4 (b) Elevation view showing the configuration of the most appropriate type of unit; e.g., of the unit ends would create a geometric conflict with right of way, utilities, phase construction, in the payment limits and no additional cost to the Department. (f) When traffic railings are attached

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D3-01-09-25BSN

Contract with only one pay item listed in the Contract. All references to payment under individual pay item numbers, regardless of where those references are contained in the Contract Documents or when in time any such pay item reference is incorporated in the Contract Documents, are superseded by the pay item references in this Special Provision. Payment for all work in this Contract will be made under: Item No. 999-2 Lump Sum Contract - LS Pay adjustments as shown in the Contract Documents

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9970000-724origind

FDOT Design Manual ConstructionProject Administration Manual Basis of Estimate/Pay Items, and included with the vehicle speed/classification unit at no extra cost. Mechanical Provide, with the vehicle Weigh in Motion unit at no extra cost. Mechanical Provide a modular electronics unit, collection unit at no extra cost. Mechanical Provide a modular electronics unit which is completely, APL equipment. Any electronics unit or software submitted for approval must be compatible

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BABA Implementation Plan- Construction Academy, Fall 2025

specifications and pay items (furnish & install) Local agency use of De Minimis waiver for stand alone, Item Method of A c c eptance APL# Date, Quantity, Unit Batch #, Wall #, Bridge # if applicable Perform Test, Result Entry: Yes- meets A P L r e quirements See MAC instructions for pay items, on a “Letting date” for applicable Specifications, Standards, and A P L Items. See the FDOT Contracts, . Large Items of Non-Domestic Iron/Steel: • Redesign with other materials or products • Contact

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fdot-bed02-rpt

options: warranty costs are included with the painting cost, listed as a line item, or other – Write, with Painting Cost 22.2% 6 Line Item 3.7% 1 Other – Write-In 7.4%` 2 Don’t Have Warranties 66.7% 18 Figure, Bridge, Highway and Transportation 6% Other – Write-In 33 % Line Item 61% Included with Painting Cost, that the warranty was sustained via the inclusion of a pay item in the contract. This pay item, line items specifically as the “cost,” the contractor may also incur additional costs via internal

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D6-11-20-25BSN

County. This contract has only one listed pay item. Please submit the Schedule of Values Spreadsheet, Proposal: E6P59 ALT Item Description Unit Quantity Section 0001 Landscape / Peripheral 0999- 2- LUMP, -Dade County. Pre-qualification is required. Call Order: 002 Proposal: E6P67 ALT Item Description Unit, Proposal: E6P67 ALT Item Description Unit Quantity 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1, Solicitation Notice - Proposal Item Quantities Call Order: 002 Proposal: E6P67 ALT Item Description Unit

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