666 search results for item average unit cost
SS3370000
quantity will be based on the project average spread rate, limited to a maximum of 105% of the spread rate determined in accordance with 337-8 or as set by the Engineer. The project average spread rate is calculated by totaling the arithmetic mean of the average daily spread rate values for each layer. Thebidprice for the asphalt mix will include the cost of the asphalt binder (asphalt rubber, (if required). There will be no separate payment or unit price adjustment for the asphalt binder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33700005e1b9f9fe8b449ff82cc8d041097719a.pdf?sfvrsn=be08c021_0Vol2SDM
. . . . . . . . . . . . . . . . . . . . . . . . . 4-9 5 General Notes and Bid Item Notes, ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-5 5.4 Typical Pay Item Notes (Rev. 0 1 / 1 6, ....................... 25-10 Figure 25.3.3-2 Precast Unit Connection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol2sdm_a0b497e0-2396-45be-9c87-df59d92173fa.pdf?sfvrsn=14344c3b_0SP4550000DB-723FHWA
as a check on an average of the dial readings. When measuring both horizontal and vertical movement, as measured by the average of the dial gauge readings, from wireline readings and from level readings, cost to the Department. When using low displacement steel piling such as structural shapes, drive them, with electronic read out, and control unit that allows the inspector and Engineer to monitor, the pile and soil with sand at no additional cost to the Department. 455-5.10.2 Provisions for Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_1SP4550000DB-122
as a check on an average of the dial readings. When measuring both horizontal and vertical movement, by the average of the dial gauge readings, from wireline readings and from level readings. 3, through embankment/fill material down to the natural ground surface at no additional cost, , and control unit that allows the inspector and Engineer to monitor, and the operator to read and adjust, at no additional cost to the Department. 455-5.10.2 Provisions for Use of Preformed Pile Holes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp4550000db-122.pdf?sfvrsn=951c94e4_2SP4550000DB-721
as a check on an average of the dial readings. When measuring both horizontal and vertical movement, by the average of the dial gauge readings, from wireline readings and from level readings. 3, through embankment/fill material down to the natural ground surface at no additional cost, with electronic read out, and control unit that allows the inspector and Engineer to monitor, between the pile and soil with sand at no additional cost to the Department. 455-5.10.2 Provisions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/sp4550000db-721.pdf?sfvrsn=cb06bab9_2SP4550000DB
the scale. Use the scale readings as a check on an average of the dial readings. When measuring both, by the average of the dial gauge readings, from wireline readings and from level readings. 3. A graphic, through embankment/fill material down to the natural ground surface at no additional cost, instrumentation with electronic read out, and control unit that allows the inspector and Engineer, filling all of the voids between the pile and soil with sand at no additional cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.docx?sfvrsn=f0b6d904_2SP4550000DB-722AddChng impl
the scale readings as a check on an average of the dial readings. When measuring both horizontal, top movement as measured by the average of the dial gauge readings, from wireline readings and from, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, instrumentation with electronic read out, and control unit that allows the inspector and Engineer, filling all of the voids between the pile and soil with sand at no additional cost to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722addchng-impl.pdf?sfvrsn=e9fcba72_2SP4550000DB-722-AddChng origind
as a check on an average of the dial readings. When measuring both horizontal and vertical movement, mount, loading and unloading of pile/shaft top movement as measured by the average of the dial gauge, at no additional cost to the Department. When using low displacement steel piling such as structural, instrumentation with electronic read out, and control unit that allows the inspector and Engineer, with sand at no additional cost to the Department. 455-5.10.2 Provisions for Use of Preformed Pile Holes
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-122impl
the scale readings as a check on an average of the dial readings. When measuring both horizontal, movement as measured by the average of the dial gauge readings, from wireline readings and from, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, with electronic read out, and control unit that allows the inspector and Engineer to monitor, of the voids between the pile and soil with sand at no additional cost to the Department. 455-5.10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp4550000db-122impl.pdf?sfvrsn=8f7e0257_2SP4550000DB-122origind
. Use the scale readings as a check on an average of the dial readings. When measuring both, results, during loading and unloading of pile/shaft top movement as measured by the average, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, read out, and control unit that allows the inspector and Engineer to monitor, and the operator to read, of the voids between the pile and soil with sand at no additional cost to the Department. 455-5.10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/sp4550000db-122origind.pdf?sfvrsn=81d86f2c_2FDOT.NMTM.2024
Identical hours • 3 AM vs 3 PM • Maximum Adjacent volume • 90 Day moving Average QC Rules Data Va l i, Continuous Count Sites - Trails Item Nr. Item Description 695-11-A TMS Non-Motorized Data collection unit 695-12-A TMS Non-Motorized Axle Sensor 695-13-A TMS Non-Motorized Infrared Sensor, Power Unit Standard Specifications FY 2024-2025 • 695: Traffic Monitoring Site Equipment, Questions 52 How much does a Continuous Count site cost? 53 $- $5,000.00 $10,000.00 $15,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/statistics/trafficdata/fdot-nmtm-2024.pdf?sfvrsn=aaa7469a_13530000.FHWA
of adjacent slabs, caused by slab removal at no cost to the Department. ProvideSubmit a strength, with Section Section 346-5. Unit weight testing is required. Perform tThe plastic property tests, of the accelerator. The Unit Weight Test shall also be required. 353-5.1 Field Delivered Mix Consistency, design values: Slump Tolerance* ...........................plus or minus 1.5 inches Unit Weight, Curve Data: A new maturity curve will be required should any of the plastic properties or the unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa.pdf?sfvrsn=d2ca0ce1_0fdot-bdv31-977-89-rpt
Hall – P.O. Box 116580 Gainesville, FL 32511-6580 10. Work Unit No. (TRAIS) 11. Contract or Grant, ....................................................................... 132 5.3.4 Row 1 Average Earth Pressures, ....................................................................... 147 5.4.4 Row 2 Average Earth Pressures and Strip Tension, ....................................................................... 161 5.5.4 Row 3 Average Earth Pressures and Strip Tension, Average Earth Pressures and Strip Tension ................................................ 179 5.6.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-89-rpt.pdf?sfvrsn=2d238872_1Floridas Historic Railroad Resources MPS_NRHPListed04052001_MS6289
Documentation form (National Register Bulletin 16B). Complete each item by entering the requested, .). Estimated Burden Statement Public reporting burden for this form is estimated to average 18.1 hours per, companies to defray some of their construction costs by issuing bonds amounting to $10,000 per mile, money at any coSt. The state desperately needed a transportation system to help make its public lands, .... The cost of construction and equipment is estimated at $42,000,000." Within a decade of the government
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/cultural-resources/floridas-historic-railroad-resources-mps_nrhplisted04052001_ms6289.pdf?sfvrsn=42f8a61f_26590000.impl
principal moments of inertia must average; at a minimum, that of a 1- 1/2 inch standard aluminum, the warranty period at no cost to the Department or the maintaining agency. 659-5 Method of Measurement. The Contract unit price per assembly for each mounting assembly, furnished and installed, installations, including mounting hardware, will be included in cost of the new signal, sign, camera, compensation for all work specified in this Section. Payment will be made under: Item No. 659- 1 Mast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/6590000.impl.pdf?sfvrsn=4d0676d9_06590000-Man02.impl
. The tube cross-sectional area’s principal moments of inertia must average, at a minimum, that of a 1-1/2, period at no cost to the Department or the maintaining agency. 659-5 Method of Measurement. The Contract unit price per assembly for each mounting assembly, furnished and installed, will include, , including mounting hardware, will be included in cost of the new signal, sign, camera, detector, for all work specified in this Section. Payment will be made under: Item No. 659- 1 Mast Arm, Span
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/6590000-man02.impl.pdf?sfvrsn=1350802a_06590000.impl
wiring. The tube cross-sectional area’s principal moments of inertia must average, at a minimum, during the warranty period at no cost to the Department or the maintaining agency. 659-5 Method of Measurement. The Contract unit price per assembly for each mounting assembly, furnished and installed, installations, including mounting hardware, will be included in cost of the new signal, sign, camera, compensation for all work specified in this Section. Payment will be made under: Item No. 659- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/6590000.impl.pdf?sfvrsn=5985d372_0SS4500000
. Accept responsibility for all delay costs or other costs associated with the plant’s Quality Control, jacking force and measure elongations on a minimum of four strands. The average measured
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4500000d6887b086ab44d6d9f958a35d885e6da.pdf?sfvrsn=43eac8f2_0T401 Restoring Spalled Concrete Using Concrete (6-8-23)
the percentages allowed in Section 4-3.1 of the Standard Specifications with no adjustment to the contract unit, feet of spalled areas multiplied by the average depth of such areas. T401-7 Basis of Payment, as provided in 401-5 shall be paid for at the contract unit price bid for restoring the defective, to complete the work. Cost for restored spall areas will be paid based on the volume of actual spalls, the appropriate Pay Item: 401-70-A Restore spalled or deficient Concrete per cubic foot.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/tsp-library/t401-restoring-spalled-concrete-using-concrete-(6-8-23).docx?sfvrsn=ee0adc1d_2SS4070000
described in Section 410, however they may be considered as a Cost Savings Initiative Proposal, the external sealing band with a strip of filter fabric adhered to the precast unit. Ensure, strength test is the average compressive strength of two test cylinders. Do not ship any products until, indelibly the following information on the interior of each precast unit by indention, water proof, items. Payment will be made under: Item No. 407-1- Precast Three-Sided Culvert – per foot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4070000.pdf?sfvrsn=2bad3554_0