Transportation Redesign > Construction > Kentucky Standard Specifications. ������K*��3��C���!�l����x-�Ww�O|��O��� ��Wk1P'*�Sa3�xl�)�2��0����. MOUNTING HEIGHT, FOUNDATION CONSTRUCTION AT EXISTING OBSTRUCTIONS, PAVEMENT MARKING REMOVAL - WATER BLASTING, FIBER OPTIC CABLE IN CONDUIT, 12 FIBERS, SINGLE MODE, REMOVE AND REINSTALL FIBER OPTIC CABLE IN CONDUIT, REMOVE AND REINSTALL EXISTING CCTV CAMERA AND EQUIPMENT, RELOCATE EXISTING TEMPORARY LIGHTING UNIT, CONCRETE BARRIER , VERTICAL FACE (SPECIAL), CONCRETE BARRIER, DOUBLE FACE, 42 INCH HEIGHT (SPECIAL), DYNAMIC MESSAGE SIGN, WALK-IN ACCESS, FULL MATRIX, COLOR, NTCIP 1203, GROOVING FOR RECESSED PAVEMENT MARKING 8", PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - LINE 4", GROOVING FOR RECESSED PAVEMENT MARKING 12", PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - LINE 5", PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - LINE 7", PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - LINE 8", PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - LINE 11", HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED), HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT 9" (JOINTED), HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT 12 1/2 (JOINTED), STORM SEWERS, CLASS A, TYPE 4 (SPECIAL) 24", STORM SEWERS, CLASS A, TYPE 5 (SPECIAL) 24", STORM SEWERS, CLASS A, TYPE 2 (SPECIAL) 12", STORM SEWERS, CLASS A, TYPE 5 (SPECIAL) 60", MANHOLES, TYPE A, 10'-DIAMETER, TYPE 1 FRAME, CLOSED LID, CONCRETE MEDIAN SURFACE, 4 INCH (SPECIAL), CONCRETE BARRIER, SINGLE FACE, 42 INCH HEIGHT (SPECIAL), ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL), TRAFFIC CONTROL AND PROTECTION, (SPECIAL), TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS), TRAFFIC CONTROL SURVEILLANCE, EXPRESSWAYS, WET REFLECTIVE TEMPORARY TAPE, TYPE III - LETTERS AND SYMBOLS, WET REFLECTIVE TEMPORARY TAPE TYPE III, 4 INCH, WET REFLECTIVE TEMPORARY TAPE TYPE III, 5 INCH, TEMPORARY EPOXY PAVEMENT MARKING - LETTERS AND SYMBOLS, TEMPORARY EPOXY PAVEMENT MARKING - LINE 4", TEMPORARY EPOXY PAVEMENT MARKING - LINE 5", TEMPORARY EPOXY PAVEMENT MARKING - LINE 8", TEMPORARY EPOXY PAVEMENT MARKING - LINE 12", REMOVE, STORE AND RE-ERECT SIGN PANEL (SPECIAL), OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED (SPECIAL), RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REMOVAL, GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS, GROOVING FOR RECESSED PAVEMENT MARKING 6", GROOVING FOR RECESSED PAVEMENT MARKING 9", FIBER OPTIC TERMINATION PANEL, 12 FIBER, FO TERM PANEL 12F, ELECTRIC CABLE IN CONDUIT, LEAD-IN, NO. MOUNTING HEIGHT, LUMINAIRE MT. endobj Download the 2020 Standard Specifications WisDOT Spec Archives Contact Michael Hall P.E., Standards Specifications Engineer michael1.hall@dot.wi.gov (608) … supplemental specifications to the idot standard specifications for road and bridge construction adopted april 1, 2016 issued april 5, 2019 supplemental specifications spec section page no, section 101. definitions of terms..... 1 section 102.
The requested information is available to Authorized bidders in iCX. As is noted, the actual field conditions will be used to determine the actual improvements needed. 10, ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6 WITH MESSENGER WIRE, LUMINAIRE, LED, HIGHMAST, OUTPUT DESIGNATION I, LIGHT TOWER, 130 FT. <>/Metadata 1029 0 R/ViewerPreferences 1030 0 R>> 3 0 obj
$97,600,000.00 Combination Bid with Item # 169, $100,293,166.06 Combination Bid with Item # 169, $108,875,000.00 Combination Bid with Item # 169, $118,692,763.63 Combination Bid with Item # 169, Completion Date: November 30, 2022 Plus 10 Working Days, REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL, GEOTECHNICAL FABRIC FOR GROUND STABILIZATION, HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT, HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N70, HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70, POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, STONE MATRIX ASPHALT 12.5, N80, POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 12.5, MIX "F", N80, PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB, PORTLAND CEMENT CONCRETE PAVEMENT 9" (JOINTED), PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED), PORTLAND CEMENT CONCRETE PAVEMENT 11" (JOINTED), PORTLAND CEMENT CONCRETE PAVEMENT 12 1/2" (JOINTED), PORTLAND CEMENT CONCRETE PAVEMENT 13" (JOINTED), CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 12 1/2", CONTINUOUSLY REINFORCED HIGH-EARLY- STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT 12 1/2", PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH, PORTLAND CEMENT CONCRETE SHOULDERS 12 1/2", CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, OPEN LID, CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 9 FRAME AND GRATE, CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 20 FRAME AND GRATE, CATCH BASINS, TYPE C, TYPE 1 FRAME, OPEN LID, CATCH BASINS, TYPE C, TYPE 1 FRAME, CLOSED LID, CATCH BASINS, TYPE C, TYPE 10 FRAME AND GRATE, CATCH BASINS, TYPE C, TYPE 20 FRAME AND GRATE, MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID, MANHOLES, TYPE A, 4'-DIAMETER, TYPE 8 GRATE, MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID, MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID, MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, CLOSED LID, MANHOLES, TYPE A, 9'-DIAMETER, TYPE 1 FRAME, CLOSED LID, DRAINAGE STRUCTURES, TYPE 4 WITH TWO TYPE 20 FRAME AND GRATES, COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.24, STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS, CONCRETE BARRIER,VARIABLE CROSS SECTION 42 INCH HEIGHT, IMPACT ATTENUATORS (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3, REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN, REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT, TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS, IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3, IMPACT ATTENUATORS, TEMPORARY (SEVERE USE,WIDE), TEST LEVEL 3, IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3, IMPACT ATTENUATORS, RELOCATE (SEVERE USE), TEST LEVEL 3, OVERHEAD SIGN STRUCTURE - SPAN, TYPE III-A (5'-0" X 7'-0"), OVERHEAD SIGN STRUCTURE - CANTILEVER, TYPE III-C-A (36" X 7'-0"), REMOVE OVERHEAD SIGN STRUCTURE - CANTILEVER, REMOVE OVERHEAD SIGN STRUCTURE - BUTTERFLY, REMOVE OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED, REMOVE CONCRETE FOUNDATION - GROUND MOUNT, REMOVE AND RE-ERECT STRUCTURAL STEEL SUPPORT FOR OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED, STRUCTURAL STEEL SUPPORT FOR OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED, THERMOPLASTIC PAVEMENT MARKING - LINE 4", THERMOPLASTIC PAVEMENT MARKING - LINE 8", THERMOPLASTIC PAVEMENT MARKING - LINE 12", PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - INLAID - LETTERS AND SYMBOLS, MODIFIED URETHANE PAVEMENT MARKING - LINE 4", MODIFIED URETHANE PAVEMENT MARKING - LINE 8", MODIFIED URETHANE PAVEMENT MARKING - LINE 12", RAISED REFLECTIVE PAVEMENT MARKER REMOVAL. 4, ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. CONTRACT DURATION: The proposed 2020 Bus Stop Improvements project is considered a one (1) year contract term excluding the bid year.
The Siemens/IDOT contract dates to November 2017, when Caltrans and IDOT amended a $317 million contract for new passenger cars, replacing Nippon Sharyo with Siemens, which partnered with Sumitomo Corp. of America to fulfill a delayed multi-state order. - 8, LIGHT TOWER, 150 FT. 8, ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 4 0 obj 2, AERIAL CABLE, 3-1/C NO. UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online, however, we would encourage you to continue to monitor our website for any updates or addenda. View up to date information on how Illinois is handling the Coronavirus Disease 2019 (COVID-19) from the Illinois Department of Public Health, © 2017 Illinois Department of Transportation. Published on September 30 2020 3:47 pm Last Updated on September 30 2020 3:47 pm As the leaves begin to change and cooler temperatures prevail, the Illinois Department of Transportation and Illinois Department of Natural Resources are reminding you to watch out for deer. 2 0 obj CONDUIT ATTACHED TO STRUCTURE, 1" DIA., PVC COATED GALVANIZED STEEL, CONDUIT ATTACHED TO STRUCTURE, 2" DIA., PVC COATED GALVANIZED STEEL, CONDUIT ATTACHED TO STRUCTURE, 3" DIA., PVC COATED GALVANIZED STEEL, CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC, CONDUIT EMBEDDED IN STRUCTURE, 4" DIA., PVC, JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 10" X 6", JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 18" X 18" X 8", JUNCTION BOX, STAINLESS STEEL, EMBEDDED IN STRUCTURE, 28" X 12" X 6", UNIT DUCT, 600V, 3-1C NO.2, 1/C NO.4 GROUND, (XLP-TYPE USE), 1 1/2" DIA. 6, ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. Please advise which anchoring system should be utilized. 1 0 obj Please check back soon to access the files. 6 1C, CONCRETE FOUNDATION, TYPE E 30-INCH DIAMETER, REMOVE AND REINSTALL ELECTRIC CABLE FROM CONDUIT, HIGH-EARLY-STRENGTH PORTLAND CEMENT CONCRETE PAVEMENT 11" (JOINTED), CLOSED CIRCUIT TELEVISION DOME CAMERA, HD, REMOVE TEMPORARY CONCRETE BARRIER, STATE OWNED, DISCONNECT SIGN LIGHTING AND REMOVE WIRING TO NEAREST SPLICE, REPLACE EXISTING DECAL WITH NEW LUMINAIRE NUMBERING DECAL, CLOSED CIRCUIT TELEVISION EQUIPMENT, FIBER OPTIC DISTRIBUTION, CONCRETE FOUNDATION, SURVEILLANCE CABINET MODEL 334, CITY OF CHICAGO DEPARTMENT OF WATER MANAGEMENT ENGINEERING SERVICES, CLOSED CIRCUIT TELEVISION CAMERA STRUCTURE, GALVANIZED STEEL, 100 FT. The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. <> of 3 exist. Construction and wideing the Kennedy mainline Expwy SB from Lake/Madison St. to Roosevelt Rd., rehab. Leave this field blank IDOT Standard Specification 1006.09 prescribes fully threaded rods to be either ASTM A 193 Grade B7, or ASTM F 1554 Grade 105. Detail F-163-1 Typical Wildlife Deterrent Fence Skirt Details: Detail F-163-2 Typical Wildlife Deterrent Fence Skirt Details: Detail F-163-3 Typical Wildlife Deterrent Fence Gate Details: Detail F-164-1 Typical Wildlife Exclusion Fence Details: Detail F-164-2 Typical Wildlife Exclusion Fence Ditch Crossing. All references to IDOT & Engineering in the “Standard Specifications for Road and Bridge Construction shall be replaced by the St Clair County Transit District and City or Village Engineer. %PDF-1.7 %���� No pay items or quantities are required. To view the entire AC and the latest errata sheet, select the "Complete AC" link below..
provisions. 18 4/C, TWISTED, SHIELDED, REMOVE EXISTING TRAFFIC SURVEILLANCE EQUIPMENT, STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES), MECHANICALLY STABILIZED EARTH RETAINING WALL, SPECIAL.
GLOBAL MESSAGE. endobj <>/ExtGState<>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> Soil boring logs, where available, have been provided in the plans as well as access to the Structural Geotechnical Report and the Roadway Geotechnical Report for the contractor to estimate where additional soil reinforcement might be required under storm sewer. endobj POLYETHYLENE, ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. Instructions: The following standards are from AC 150/5370-10H, Standards for Specifying Construction of Airports. x����O�0��+��c2����[B�J�-�A�f��C�2���2i��ΡL�4�܇���|����2-W�?�+��7�V�˟�wv1,w_�埻j8�_]��W�����*�������ޱ��1��� .��2��G����/o�m��_�{�#`4P����& �"���[��I�g�]���U}��W������_Yy����>�{��4�~36��>��&"��M�57������m]�8��Mώ����q����el�M��⨠A�F4j��,�r:�u��.ی܈c#D� �0\�j�]4S�59���2^*�ޫTx�\�{���Ҽ���uM��3x&� _^^d(PD��$!�ۑ�~*�w\@���V��D,%�>��J7pH�i��&���[.~W7���>�W蹰m�]+�$�Zx�u4�&�+繄h�K�7��x�}*����{���X�{GK�rh�?+YH��Q1e��d�Os����S�d���o��-+NN��3*�TE@P�ۈ;cޡ���9`�h~�:`+_�pc~�B`;ߑ�u�w����?�ج����2� w�=T�2���a��?�:f��0�DH�Pt��P�[�f��X�&��^G*��h~l�i�S State specifications for INDOT, IDOT & MDOT. stream Note: We are in the process of preparing individual files for each Part.
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