1087 search results for UNIT COST PER PAY ITEM
3460000.impl
day test. The average resistivity of the three cylinders, eight readings per cylinder, materials is 470 pounds per cubic yard. Do not apply the air content range and the maximum target, and perform slump, air content, density (unit weight), and temperature tests on these samples. Cast, items and may be included for payment, provided it meets Contract requirements for slump, entrained, 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/implemented/3460000.impl.pdf?sfvrsn=785cf5ee_0FDOT Local Agency Procurement Manual
the names and address of vendor, item description, unit price, all other fees and charges, for those requests. The capital cost of contracting. Radios and communications equipment, , engineering, and land acquisition. Other durable goods such as spare components with a unit cost over $300 and a useful life of more than one (1) year. Eligible Expenses for Operating, Vehicle licenses Vehicle insurance Uniform purchase Capital cost of contracting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/procurement/fdot-local-agency-procurement-manual_e8589ae8-a943-40d8-8952-fe8e62e58acb.pdf?sfvrsn=6c037d51_2SS3200000
, segregation, and other similar items; d. Properly identify and label each stockpile. 2. Incoming, to determine the composite pay factor (No. 8 sieve, No. 200 sieve, asphalt binder content, air voids, Aggregate Gradation Once per 1,000 tons of incoming aggregate Aggregate Moisture Content (stockpiled aggregate or combined cold feed bin) Once per day Asphalt Mix Asphalt Binder Content If daily production > 100 tons, once per day; If daily production > 1,000 tons, twice per day. * Asphalt Mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3200000.pdf?sfvrsn=5d62f410_0F4010TechnicalSpecialPovisionsScopeOfServices
hydraulic oil per EPA requirements, dispose of old pumping unit, clean and paint the entire system, set per elevator, per floor for each elevator). Be responsible for ensuring that all work, may be in WORD, PDF, EXCEL and MicroStation format. Secure and pay for all permits, inspections (& re, will be provided with the following features: Fire Service per national and local code requirements, arms hanger rollers per cab door panel door Gibbs per cab door panel clutch assembly with linkages
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4010/f4010technicalspecialpovisionsscopeofservices.pdf?sfvrsn=6bfa0ea5_16650000.FHWA
installation. Payment for poles, pedestals, and posts will be made under their respective pay item, . 665-5 Method of Measurement. The Contract unit price for pedestrian detectors, will be paid per each, . Payment for poles, pedestals, and posts will be made under their respective pay item numbers, be weather-tight and tamper resistant. 665-2.1.1 Housing: The housing must be a two piece unit, to 16 pushbuttons (4 maximum per channel) with a single traffic controller cabinet. The accessible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/6650000.fhwa.pdf?sfvrsn=18c9543e_0SP4550000DB
is not subjected to peak particle velocities greater than 1.5 inches per second from vibration, Support Facilities: Furnish adequate facilities for making load and settlement readings 24 hours per day, to the natural ground surface at no additional cost to the Department. When using low displacement steel, 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. When the stroke height or bounce chamber pressure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.pdf?sfvrsn=f0b6d904_3SP4550000DB 7-20
to peak particle velocities greater than 1.5 inches per second from vibration sources located within 30, facilities 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, 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. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/design-build/sp4550000db-7-20.pdf?sfvrsn=5b0af588_5T401 Restoring Spalled Concrete Using Concrete (6-8-23)
the appropriate Pay Item: 401-70-A Restore spalled or deficient Concrete per cubic foot. , the percentages allowed in Section 4-3.1 of the Standard Specifications with no adjustment to the contract unit, a detailed report with the identified areas documented as per 401-1.2.1, indicating the square footage, : Use rapid or very rapid hardening cementitious repair material per Section 930 for smaller spalls, . Roughen profile to the edge of spall. Sandblast exposed steel to a near white condition as per
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_2SP4550000DB-122
greater than 1.5 inches per second from vibration sources located within 30 feet (from the nearest, hours per day. Provide such facilities for the instrumented area, and include lighting and shelter, through embankment/fill material down to the natural ground surface at no additional cost, from 3 blows per inch (36 blows per foot) to 10 blows per inch (120 blows per foot) at the end, % of the manufacturer’s rated speed in blows per minute. Provide and maintain in working order
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
greater than 1.5 inches per second from vibration sources located within 30 feet (from the nearest, hours per day. Provide such facilities for the instrumented area, and include lighting and shelter, through embankment/fill material down to the natural ground surface at no additional cost, 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. When the stroke height or bounce chamber pressure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/sp4550000db-721.pdf?sfvrsn=cb06bab9_2SP4550000DB-722AddChng impl
velocities greater than 1.5 inches per second from vibration sources located within 30 feet (from, and settlement readings 24 hours per day. Provide such facilities for the instrumented area, and include, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, 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 of driving the piles
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-122impl
velocities greater than 1.5 inches per second from vibration sources located within 30 feet (from, and settlement readings 24 hours per day. Provide such facilities for the instrumented area, and include, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, 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. When the stroke height or bounce chamber pressure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp4550000db-122impl.pdf?sfvrsn=8f7e0257_22024 FDM Complete
and cost $13.3M. This innovative intersection design consisted of converting the existing diamond, in a timely manner and will be coordinated with other offices affected by the proposed change. Items, Division Office is given the opportunity to review the revisions as per the Department’s Stewardship, as determined by the District Design Engineer. Modification for Non-Conventional Projects: Delete item 4 above, that requires the user to pay to use all or a portion of the road. Expressways are freeways situated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024-fdm-complete.pdf?sfvrsn=fa053af1_9D6-03-27-2025BSN
in Miami-Dade County. This contract has only one pay item listed. Please submit the Schedule of Values, . Call Order: 001 Proposal: E6M55 ALT Item Description Unit Quantity Section 0001 Landscape, of $120,000.00. Call Order: 002 Proposal: E6P53-R0 ALT Item Description Unit Quantity Section, : 003 Proposal: E6P68-R0 ALT Item Description Unit Quantity Section 0001 CLEAN DRAINAGE STRUCTURES, : 004 Proposal: Z6176-R0 ALT Item Description Unit Quantity Section 0001 EMER.DELINEATOR/ATTENUATOR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/mar27/d6-03-27-2025bsn.pdf?sfvrsn=74f3386a_13370000SS
friction course pay item. Submit this certification to the Engineer no later than Twelve O’clock noon, [metric tons] produced for each asphalt pay item. 337-12 Basis of Payment. 337-12.1 General: Price, adjustment will be computed by multiplying a Composite Pay Factor for the LOT by the bid price per, -perton. Item No. 2337- 7- AsphalticConcreteFriction Course -per metric ton., ) with a maximum difference per FM 1-T 030 (Figure 2). 6.Table334-4 (Master Production Range
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3370000ss1bbf1e2c9a064ebe9f271b48f7d8f596.pdf?sfvrsn=7b10a920_03370000SS
friction course pay item. Submit this certification to the Engineer no later than Twelve O’clock noon, [metric tons] produced for each asphalt pay item. 337-12 Basis of Payment. 337-12.1 General: Price, adjustment will be computed by multiplying a Composite Pay Factor for the LOT by the bid price per, -perton. Item No. 2337- 7- AsphalticConcreteFriction Course -per metric ton., ) with a maximum difference per FM 1-T 030 (Figure 2). 6.Table334-4 (Master Production Range
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3370000ss.pdf?sfvrsn=8fec475c_02025-26_ISD_Sample_Grant_Agreement_20250820
and per diem, the cost for Innovative Service Development Grant Agreement 2025/2026 Page 13 of 24, Cost: The total estimated cost of the Project is $_________. This amount is based upon the amounts, expenses in excess of the total estimated cost of the Project and any deficits involved, including any, , or in an amount equal to the percentage(s) of total actual project cost shown in Exhibit B, whichever is less, be made available upon request, without cost, to the Commission any time during the period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/grantdocs/2025-26_isd_sample_grant_agreement_20250820.pdf?sfvrsn=c28109fe_1Agency Term Contract - Heavy Equipment Lease
. The parties agree as follows: • Based on renewal acceptance, the Vendors and their awarded items, is being amended to increase or decrease pricing or delete line items as requested by Herc Rentals, $1,944.00 $23,328.00 4 Bucket Truck (30-foot reach) ITEM REMOVED FROM CONTRACT 5 Bucket Truck (40-foot, . capacity $499.00 $5,988.00 $464.00 $5,568.00 25 Trailer 25k lb. capacity ITEM REMOVED FROM, motor vehicles as defined per Section 287.14(2), F.S. This contract will provide statewide leases
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---heavy-equipment-lease.pdf?sfvrsn=44cdfe67_106840000.FHWA
shall be paid under the pay item below 784-5.3 Furnish: The Contract unit price per each MFES, item below. 784-5.2 Furnish and Install: The Contract unit price for each MFES, device server, . 784-5.4 Install: The Contract unit price per each MFES, device server, DVE or DVD, installed, wire-speed fast Ethernet connectivity at transmission rates of 100 megabits per second from the remote, FX ports capable of transmitting data at 100 megabits per second unless otherwise shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6840000.fhwa.pdf?sfvrsn=af2bb97e_0Governing-Board-Final-Packet-01-27-22
:19 p.m. Item Number 4 Public Comments (non-agenda items) DISCUSSION: Recommendations or comments, (non-agenda items) 5. Executive Director’s Report A. The First 47 Days B. OIG Investigation/Budget, . Business Items & Presentations A. Joint Presentation of the Federal Infrastructure Bill (FDOT/FHWA) B, to mark.reichert@dot.state.fl.us. Item Number 1 Call to Order & Pledge of Allegiance DISCUSSION: The Chair will open, . REQUESTED ACTION: None requested. ATTACHMENT: None. Item Number 2 Remarks from Secretary Kevin Thibault
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/governing-board-final-packet-01-27-22.pdf?sfvrsn=df5957ec_1