IT IS YOUR RESPONSIBILITY€¦ · · 2017-11-1015PS0128 - OSTERBERG CELL LOAD TEST (DRILLED SHAFT) missing was and has been added. This revised the Special Provision List. ... Test

Promptly sign and date on the line below, then EMAIL IT BACK TO KDOT, EVEN IF NOT BIDDING. Or you may still FAX IT TO the Estimating Section at (785) 296-0999. Any instructions not followed will result in your bid being declared irregular. If these changes affect any of your subcontractors or suppliers, IT IS YOUR RESPONSIBILITY to inform them. These changes are part of the contract for this project(s). Please contact me at (785) 296-3576, if there are questions. Thank you for your cooperation.

_____________________________________________________________________________________ (Company Name) (Signature) (Date) C: District 1 & Bonner Springs Office

KA2130.doc

4BKansas Department of Transportation

3BBureau of Construction and Maintenance 0BEstimating Section

1BTo: Prime Contractor Bid Holders

2BFrom: Shane Houser, P.E. - Estimating Engineer

5BDate: November 10, 2017 Proposal/Contract No.: 517112191 Subject: Project Notice for the November 15, 2017 Letting 70-105 KA-2130-02 WYANDOTTE COUNTY – BRIDGE REPAIR Included is a revised sheet, the pre bid meeting minutes and attendance list. Two items, both THERMAL INTEGRITY PROFILING, were not showing on the Unit Prices List/ebs file. This has been fixed but be advised the order of items is not exactly the same as the original. This revised the Unit Prices List and ebs file. Special provision 15-PS0128 OSTERBERG CELL LOAD TEST (DRILLED SHAFT) was missing and has been added. This revised the Special Provision List. To view this project’s documents, choose “Addendum #1” from KDOT’s website: https://kdotapp.ksdot.org/Proposal/Proposal.aspx. You must update your EBS file by going to the Bid Express website: http://www.bidx.com, choose the correct Letting, locate and select the Proposal number to download “15nov219.001”. The Contractor is responsible for ensuring the EBS file that the Contractor uses to prepare its Proposal and submits to KDOT contains any amendments. We also recommend that you check the Bid Express “Questions and Answers” (https://www.bidx.com/ks/lettings) to review any questions that may have been posted for this project.

https://kdotapp.ksdot.org/Proposal/Proposal.aspx

http://www.bidx.com/

https://www.bidx.com/ks/lettings

KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 1 SPECIAL PROVISION LIST DATE: 11/10/17 STATE PROJECT NO: I070-105 KA 2130-02 STATE CONTRACT NO: 517112191 PREPARED DATE: WAGE AREA: 5 REVISED DATE: 10NOV17 PRIMARY DISTRICT: 1 PRIMARY COUNTY: WYANDOTTE DESCRIPTION: BRIDGE. BR #340 & #173 OF THE LEWIS & CLARK VIADUCT IN KANSAS CITY IN WYNDOTTE COUNTY. LENGTH IS 0.565 MILES. NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT. OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED. PROVISION NO. DESCRIPTION 08-10-66-R05 REQUIRED CONTRACT PROVISION-NONCOLLUSION / HISTORY-DEBARMENT 04-30-82-R07 REQUIRED CONTRACT PROVISION-FINANCIAL PREQUALIFICATION 08-04-92-R03 REQUIRED CONTRACT PROVISION-CONTRACTUAL SERVICES-LEGISLATOR 04-26-90-R05 REQUIRED CONTRACT PROVISION-LIMITS OF FED FUNDS FOR LOBBYING 10-10-00-R07 REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR FUEL 07-19-80-R13 REQUIRED CONTRACT PROVISION-DBE CONTRACT GOAL 11-03-80-R09 REQUIRED CONTRACT PROVISION-NOTICE FOR AFFIRMATIVE ACTION 11-15-96-R05 REQUIRED CONTRACT PROVISION-EEO REQUIREMENT 07-01-17 REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED 02-01-95-R02 REQUIRED CONTRACT PROVISION-AREA PRACTICE DG-JO-LV-MI-SN-WY 09-06-94-R01 NOTICE TO CONTRACTORS (USDOT HOTLINE) 01-01-11-R01 REQUIRED CONTRACT PROVISION-TAX CLEARANCE CERTIFICATE KS170009 MINIMUM WAGE RATE (AREA 5) FHWA-1273 REQUIRED CONTRACT PROVISION-FEDERAL-AID CONSTRUCTION CONTRACTS 03-10-06-R01 REQUIRED CONTRACT PROVISION-DBE SUPPLIERS/REGULAR DEALERS 04-06-09 REQUIRED CONTRACT PROVISION-ITS UNIT COST 07-18-80-R28 REQUIRED CONTRACT PROVISION-UTILIZATION OF DBE'S 15-ER-1-R11 ERRATA SHEET FOR STD SPEC BOOK FOR RD & BR CONST, 2015 ED 11-15-17 REQUIRED CONTRACT PROVISION - ELECTRIC LIGHTING SYSTEM 15-01002 INFORMATION TO CONTRACTORS (STATUS OF UTILITIES) 15-01007 HIGHWAY CONSTRUCTION TRAINEES 15-01008 FUEL ADJUSTMENT 15-01011-R05 ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT 15-01013 REQUIRED ATTENDANCE-PRE-BID CONFERENCE 15-01016-R01 PROSECUTION AND PROGRESS 15-01017 CARGO PREFERENCE ACT 15-01018 CONTROL OF MATERIALS 15-01019 CONTROL OF WORK 15-01021 BIDDING REQUIREMENTS AND CONDITIONS 15-19001 FIBERGLASS PIPES AND FITTINGS 15-02001 REMOVAL OF EXISTING STRUCTURES 15-07011 CONCRETE STRUCTURE CONSTRUCTION 15-07002-R02 PRESTRESSED CONCRETE MEMBERS 15-07003-R03 STRUCTURAL STEEL FABRICATION 15-07004-R02 STRUCTURAL METALS FABRICATION

KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 1 SPECIAL PROVISION LIST DATE: 11/10/17 STATE PROJECT NO: I070-105 KA 2130-02 STATE CONTRACT NO: 517112191 PREPARED DATE: WAGE AREA: 5 REVISED DATE: 10NOV17 PRIMARY DISTRICT: 1 PRIMARY COUNTY: WYANDOTTE DESCRIPTION: BRIDGE. BR #340 & #173 OF THE LEWIS & CLARK VIADUCT IN KANSAS CITY IN WYNDOTTE COUNTY. LENGTH IS 0.565 MILES. NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT. OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED. PROVISION NO. DESCRIPTION 15-07005-R02 QUALIFICATION OF FIELD WELDERS 15-07006 EXPANSION JOINTS 15-07008 SIGN STRUCTURES AND BRIDGE MOUNTED SIGN ATTACHMENTS 15-08010 PERMANENT SIGNING 15-09002-R02 STORMWATER POLLUTION MANAGEMENT 15-11001-R03 STONE FOR RIPRAP, DITCH LINING AND OTHER MISCELLANEOUS USES 15-11002-R01 AGGREGATE FOR HMA 15-11003-R01 AGGREGATES FOR CONCRETE NOT PLACED ON GRADE 15-11004 AGGREGATE FOR ON GRADE 15-12001 GENERAL REQUIREMENT DIVISION 1200 15-14001 AIR-ENTRAINING ADMIXTURES FOR CONCRETE 15-14002 SHEET MATERIALS FOR CURING CONCRETE 15-16001 STRUCTURAL STEEL TUBING 15-16002 STEEL SIGN POSTS 15-17001 PORTABLE CHANGEABLE MESSAGE SIGNS 15-17004-R01 RELEASE COMPOUND FOR ASPHALT MIXES 15-17005-R01 BEARING AND PADS FOR STRUCTURES 15-21001 SEEDS 15-22001-R01 THERMOPLASTIC 15-22003 MULTI - COMPONENT LIQUID PAVEMENT MARKING MATERIAL 15-22004-R01 PAVEMENT MARKING PAINT 15-22005 IMAGE SYSTEMS 15-25001-R04 PART V 15-25002 CONSTRUCTION MANUAL - PART V 15-26001-R05 MATERIALS CERTIFICATIONS 15-PS0061 SIMULATED STONE MASONRY STAIN 15-PS0078 VIBRATION MONITORING 15-PS0124 THERMAL INTEGRITY PROFILING 15-PS0126 RIGHT OF WAY CLEARANCE 15-PS0128 OSTERBERG CELL LOAD TEST (DRILLED SHAFT) 15-WS0065 WORK SCHEDULE 15-RF0068 RAILROAD FLAGGING REQUIREMENTS 15-EV0008 SPECIAL CONDITIONS – ENVIRONMENTAL 15-WZ0012 SIGNIFICANT PROJECT END OF SPECIAL PROVISION LIST

15-PS0128 Sheet 1 of 3

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, 2015 EDITION

OSTERBERG CELL LOAD TEST (DRILLED SHAFT) 1.0 DESCRIPTION Conduct Osterberg Cell (O-Cell) load tests at the locations designated in the Contract Documents. BID ITEM UNITS Osterberg Cell Load Test (Drilled Shaft) Each 2.0 MATERIALS Provide materials for the test drilled shaft according to SECTION 703. Provide O-Cells with the minimum capacity (in each direction) designated in the Contract Documents. Provide O-Cells equipped with the necessary hydraulic lines, fittings, pressure sources, pressure gages, and telltale devices. Provide O-Cells from: LOADTEST, Inc.

2631-D NW 41st Street Gainesville, FL 32606 Telephone: (800) 368-1138 or (352) 378-3717 Fax: (352) 378-3934

The Engineer will accept the O-Cell based on brand name, compliance with the specified requirements, and

visual inspection for condition at the point of usage. Provide a recognized brand of portland cement and water from a source approved by the Engineer for the grout. The Engineer will accept the portland cement and water based on visual inspection. 3.0 CONSTRUCTION REQUIREMENTS Construct the test drilled shaft accoridng to SECTION 703. Use the Cased Method of construction. Provide reinforcing steel and sonic testing pipes as specified by LOADTEST, Inc. Drill investigative core hole at the location of the test shaft accordint to SECTION 703. Perform sonic testing on the drilled shaft according to SECTION 703. Provide all equipment, materials, and personnel necessary to assemble and install the testing equipment, conduct the testing, remove all testing equipment not designated to remain in the completed drilled shaft, and report the test results. All activities associated with the load testing must comply with the requirements of LOADTEST, Inc. Contact LOADTEST, Inc. to determine what equipment, material, and personnel is necessary to comply with these requirements. Assemble and install the testing equipment, conduct the testing, remove all testing equipment not designated to remain in the completed drilled shaft, and report the test results under the direct supervision of LOADTEST, Inc. Before placing the assembled testing equipment and reinforcing steel cage into the excavation for the drilled shaft, place a layer of same concrete that will be used in the drilled shaft (½ the diameter of the shaft in thickness) in the bottom of the excavated shaft. While the concrete or grout is still fluid, place the testing equipment and reinforcing steel cage into the concrete or grout. Do not damage the testing equipment during the installation. When lifting the reinforcing steel cage from the horizontal position, limit the deflection of the cage to 2.0 feet between the pick points. Limit the spacing between pick points on the cage to 26.0 feet. Provide support bracing for the reinforcing steel cage as necessary to limit deflection while placing the assembly into the excavation for the drilled shaft.


After the testing equipment is in place, place the concrete for the drilled shaft according to KDOT Specifications. If approved by the Engineer, the Contractor may use high early strength cement (Type III) to reduce the time between drilled shaft construction and the testing. Using concrete provided for the drilled shaft, make at least 8 concrete test cylinders for compressive strength testing. Test at least 1 of the cylinders before the O-Cell load test is conducted, and at least 2 of the cylinders the day the load test is performed. Make the cylinders according to the requirements of SECTION 2500, and test the cylinders according to the requirements of AASHTO T-22. Cure the completed drilled shaft for minimum of 7 days, regardless of the concrete strength, before applying the load testing. The drilled shaft concrete must attain a minimum strength of 4.0 ksi before applying the load testing. Restrict other construction activities in the proximity (approximately 50 feet) of the drilled shaft while the load test is performed. If the test apparatus shows any signs of negative effects because of other construction activities, stop such activities immediately. The geo-technical Engineer that performs the load testing must have the Engineer's approval. The geo-technical Engineer must have demonstrated knowledge of the load testing procedures by performing an O-Cell load test within the past 4 years. Initially, apply the loads in increments equaling 5 percent of the anticipated ultimate capacity of the test shaft. Increase or decrease the magnitude of the load increments depending on actual test shaft capacity. Make direct movement indicator measurements of: downward shaft end-bearing movement (minimum of 2 indicators required), upward top-of-shaft movement (minimum of 2 indicators required), shaft compression (minimum of 2 indicators required). Total expansion of the O-cell may be measured to determine downward end bearing shaft movement. Apply loads at the prescribed intervals until the ultimate capacity of the shaft is reached in either end bearing or side shear, or until the maximum capacity or maximum stroke of the O-cell is reached. At each load increment, or decrement, read the movement indicators at 1, 2, and 4 minute intervals while the load is held constant. During unloading cycles, the load decrement must be such that at least 4 data points are acquired for the load versus movement curve. Additional cycles of loading and unloading using similar procedures may be required by the Engineer following the completion of the initial test cycle. For production shafts, after the unloading cycle is complete, apply a minimum proof load equal to twice the design load in a manner and duration as directed by the Engineer. Dial gages, digital gages, or linear vibrating wire displacement transducers (LVWDT) used to measure end bearing and side shear movement must have a minimum travel of 4 inchesand be capable of being read to the nearest 0.001inches. End bearing movement may be alternately monitored using LVWDT's capable of measuring the expansion of the O-Cell ( 6 inches). Dial gages, digital gages or LVWDT's used to measure shaft compression must have a minimum travel of 1 inch and be capable of being read to the nearest 0.0001inch. Unless specified otherwise by the Engineer, provide 8 copies of a report of each load test, as prepared by LOADTEST, Inc. An initial data report containing the load-movement curves and test data will be provided to the Engineer within 5 days of the completion of load testing, to allow evaluation of the test results. A final report on the load testing shall be submitted to the Engineer within 3 weeks after completion of all load testing on site. The final report will include side resistance values and end bearing pressures. If the load-tested drilled shaft is constructed at a production location, grout the interior of the O-Cell and annular space around the outside of the O-Cell using grouting techniques approved by LOADTEST, Inc. Use a grout consisting of Portland cement and water only, no sand. An initial mixture of 4 to 6 gal. of water per bag (95 lbs) of cement is recommended. Adjust the water in the mixture to obtain the desired consistency. Before pumping the grout, screen the grout to remove lumps. Fill the O-Cell and the annular space around the outside of the O-Cell using the procedures prescribed by LOADTEST, Inc. Complete the entire grouting operation before the set time for the initial grout has elapsed. Using grout provided for filling the O-Cell, make a set of 3 concrete test cylinders for compressive strength testing at 28 days. Using grout provided for filling the annular space around the outside of the O-Cell, make a set of 3 concrete test cylinders for compressive strength testing at 28 days. Make the cylinders according to SECTION 2500, and test the cylinders according to AASHTO T-22.


4.0 MEASUREMENT AND PAYMENT The Engineer will measure each O-Cell load test as a unit. Payment for "Osterberg Cell Load Test (Drilled Shaft)" at the contract unit price is full compensation for the specified work. 11-01-17 BD(BS) (MH)

KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 13 UNIT PRICES LIST

STATE CONTRACT NO: 517112191 PREPARED DATE: 10-20-17 STATE PROJECT NO: I070-105 KA 2130-02 REVISED DATE: 11-08-17

SECTION 01 COMMON ITEMS

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| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |1 |CONTRACTOR CONSTRUCTION |LSUM | | | | | | |STAKING | | | | | | |020100| | 1.00| | | --------------------------------------------------------------------------- |2 |FIELD OFFICE AND |EACH | | | | | | |LABORATORY (TYPE A) | | | | | | |025600| | 1.00| | | --------------------------------------------------------------------------- |3 |MOBILIZATION |LSUM | | | | | | | | | | | | | |025323| | 1.00| | | --------------------------------------------------------------------------- |4 |MOBILIZATION (DBE) |LSUM | | | | | | | | | | | | | |070626| | 1.00| | | --------------------------------------------------------------------------- |5 |REMOVAL OF EXISTING |LSUM | | | | | | |STRUCTURES | | | | | | |025200| | 1.00| | | --------------------------------------------------------------------------- |6 |MAINTENANCE AND |LSUM | | | | | | |RESTORATION OF HAUL ROADS| | | | | | |020001|(SET PRICE) | 1.00| 8000.000| $8,000.00| --------------------------------------------------------------------------- |7 |TRAINEES HIGHWAY |HOUR | | | | | | |CONSTRUCTION (SET PRICE) | | | | | | |055660| | 6,000.00| 2.000| $12,000.00| --------------------------------------------------------------------------- |8 |CURING ENVIRONMENT |LSUM | | | | | | | | | | | | | |040707| | 1.00| | | --------------------------------------------------------------------------- |9 |FLAGGER (SET PRICE) |HOUR | | | | | | | | | | | | | |070580| | 1.00| 65.000| $65.00| --------------------------------------------------------------------------- |10 |FOUNDATION STABILIZATION |CUYD | | | | | | |(SET PRICE) | | | | | | |012340| | 1.00| 40.000| $40.00| ---------------------------------------------------------------------------

- CONTRACTOR Check: 00000000



SECTION 01 COMMON ITEMS

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| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |11 |CONCRETE FOR SEAL COURSE |CUYD | | | | | | |(SET PRICE) | | | | | | |071554| | 1.00| 175.000| $175.00| ---------------------------------------------------------------------------

SECTION 02 ROAD ITEMS

--------------------------------------------------------------------------- |12 |CLEARING AND GRUBBING |LSUM | | | | | | | | | | | | | |025361| | 1.00| | | --------------------------------------------------------------------------- |13 |COMMON EXCAVATION (URB) |CUYD | | | | | | | | | | | | | |012412| | 535.00| | | --------------------------------------------------------------------------- |14 |ROCK EXCAVATION |CUYD | | | | | | | | | | | | | |012420| | 166.00| | | --------------------------------------------------------------------------- |15 |WATER (GRADING) (SET |MGAL | | | | | | |PRICE) | | | | | | |010114| | 1.00| 35.000| $35.00| --------------------------------------------------------------------------- |16 |COMPACTION OF EARTHWORK |CUYD | | | | | | |(TYPE A) (MR-5-5) | | | | | | |012317| | 418.00| | | --------------------------------------------------------------------------- |17 |GUARDRAIL, REMOVAL OF |LNFT | | | | | | |STEEL PLATE | | | | | | |023449| | 31.00| | | --------------------------------------------------------------------------- |18 |IMPACT ATTENUATOR (SEVERE|EACH | | | | | | |DUTY) | | | | | | |023177| | 1.00| | | --------------------------------------------------------------------------- |19 |CONCRETE DITCH LINING |SQYD | | | | | | | | | | | | | |012750| | 1.00| | | ---------------------------------------------------------------------------




SECTION 02 ROAD ITEMS

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| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |20 |TEMPORARY SURFACING |CUYD | | | | | | |MATERIAL (AGGREGATE) (SET| | | | | | |011590|PRICE) | 1.00| 35.000| $35.00| --------------------------------------------------------------------------- |21 |MOWING |PMPS | | | | | | | | | | | | | |030700| | 0.60| | | --------------------------------------------------------------------------- |22 |SIDEWALK RAMP |SQYD | | | | | | | | | | | | | |022625| | 11.00| | | --------------------------------------------------------------------------- |23 |BOLLARD (PERMANENT) |EACH | | | | | | | | | | | | | |071439| | 18.00| | | --------------------------------------------------------------------------- |150 |ADJUSTMENT OF CATCH |EACH | | | | | | |BASINS | | | | | | |012700| | 2.00| | | ---------------------------------------------------------------------------

SECTION 03 TEMP PRJ WTR POL CTL-SOIL EROSION

--------------------------------------------------------------------------- |24 |TEMPORARY SEEDING |LSUM | | | | | | | | | | | | | |072226| | 1.00| | | --------------------------------------------------------------------------- |25 |TEMPORARY BERM (SET |LNFT | | | | | | |PRICE) | | | | | | |072400| | 1.00| 1.000| $1.00| --------------------------------------------------------------------------- |26 |SEDIMENT REMOVAL (SET |CUYD | | | | | | |PRICE) | | | | | | |071291| | 1.00| 35.000| $35.00| --------------------------------------------------------------------------- |27 |EROSION CONTROL (CLASS 1)|SQYD | | | | | | |(TYPE C) | | | | | | |072285| | 11.00| | | ---------------------------------------------------------------------------




SECTION 03 TEMP PRJ WTR POL CTL-SOIL EROSION

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| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |28 |WATER (EROSION CONTROL) |MGAL | | | | | | |(SET PRICE) | | | | | | |010123| | 1.00| 35.000| $35.00| ---------------------------------------------------------------------------

SECTION 04 BR. NO. 70-105-17.25 (173)

--------------------------------------------------------------------------- |29 |CLASS I EXCAVATION |CUYD | | | | | | | | | | | | | |012400| | 489.00| | | --------------------------------------------------------------------------- |30 |CLASS II EXCAVATION |CUYD | | | | | | | | | | | | | |012401| | 226.00| | | --------------------------------------------------------------------------- |31 |CONCRETE (GRADE 3.0) |CUYD | | | | | | | | | | | | | |013397| | 114.40| | | --------------------------------------------------------------------------- |32 |CONCRETE (GRADE 4.0) (AE)|CUYD | | | | | | | | | | | | | |072350| | 848.50| | | --------------------------------------------------------------------------- |33 |CONCRETE (GRADE 4.0) (AE)|CUYD | | | | | | |(SA) | | | | | | |032813| | 9.30| | | --------------------------------------------------------------------------- |34 |CONCRETE (GRADE 4.0) (AE)|CUYD | | | | | | |(SA) (MPC) | | | | | | |032816| | 45.30| | | --------------------------------------------------------------------------- |35 |REINFORCING STEEL (GRADE |LBS. | | | | | | |60) | | | | | | |025100| | 105,030.00| | | --------------------------------------------------------------------------- |36 |REINFORCING STEEL (GRADE |LBS. | | | | | | |60) (EPOXY COATED) | | | | | | |025103| | 17,360.00| | | ---------------------------------------------------------------------------




SECTION 04 BR. NO. 70-105-17.25 (173)

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| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |37 |STRUCTURAL STEEL (A709) |LBS. | | | | | | |(GR 50W) | | | | | | |025135| | 433.00| | | --------------------------------------------------------------------------- |38 |STRUCTURAL STEEL (M270) |LBS. | | | | | | |(GR 50WT2) | | | | | | |071321| | 3,633.00| | | --------------------------------------------------------------------------- |39 |STRUCTURAL STEEL (M270) |LBS. | | | | | | |(GR 50WT3) | | | | | | |072024| | 31,060.00| | | --------------------------------------------------------------------------- |40 |WELDED STUD SHEAR |EACH | | | | | | |CONNECTORS | | | | | | |025110| | 522.00| | | --------------------------------------------------------------------------- |41 |EXPANSION DEVICE (SLIDING|LNFT | | | | | | |PLATE) | | | | | | |014356| | 50.00| | | --------------------------------------------------------------------------- |42 |BEARING (STEEL REINFORCED|EACH | | | | | | |ELASTOMERIC) | | | | | | |070869| | 6.00| | | --------------------------------------------------------------------------- |43 |DRILLED SHAFT ( 72") |LNFT | | | | | | |(CASED) | | | | | | |070262| | 257.00| | | --------------------------------------------------------------------------- |44 |SONIC TEST (DRILLED |EACH | | | | | | |SHAFT) (SET PRICE) | | | | | | |072216| | 1.00| 1800.000| $1,800.00| --------------------------------------------------------------------------- |45 |CORE HOLE (INVESTIGATIVE)|LNFT | | | | | | | | | | | | | |010337| | 68.00| | | --------------------------------------------------------------------------- |46 |MULTI-LAYER POLYMER |SQYD | | | | | | |CONCRETE OVERLAY | | | | | | |072356| | 147.00| | | ---------------------------------------------------------------------------




SECTION 04 BR. NO. 70-105-17.25 (173)

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| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |47 |DRILLING AND GROUTING |EACH | | | | | | | | | | | | | |025479| | 114.00| | | --------------------------------------------------------------------------- |48 |EMBEDDED GALVANIC ANODE |EACH | | | | | | | | | | | | | |011044| | 97.00| | | --------------------------------------------------------------------------- |49 |CONCRETE SURFACE REPAIR |SQFT | | | | | | | | | | | | | |011374| | 180.00| | | --------------------------------------------------------------------------- |50 |REINFORCING STEEL |LBS. | | | | | | |(REPAIR) (GRADE 60) (SET | | | | | | |025105|PRICE) | 1.00| 2.000| $2.00| --------------------------------------------------------------------------- |51 |SUBSTRUCTURE |SQYD | | | | | | |WATERPROOFING MEMBRANE | | | | | | |025474| | 158.00| | | --------------------------------------------------------------------------- |52 |FALSEWORK INSPECTION |LSUM | | | | | | | | | | | | | |010255| | 1.00| 12500.000| $12,500.00| --------------------------------------------------------------------------- |53 |ANTI-GRAFFITI COATING |SQYD | | | | | | | | | | | | | |071250| | 106.00| | | --------------------------------------------------------------------------- |139 |SIMULATED STONE MASONRY |SQYD | | | | | | |STAIN | | | | | | |013746| | 82.00| | | --------------------------------------------------------------------------- |142 |REINFORCING STEEL |LBS. | | | | | | |(REPAIR) (GRADE 60) | | | | | | |025099|(EPOXY) (SET PRICE) | 1.00| 3.000| $3.00| --------------------------------------------------------------------------- |151 |THERMAL INTEGRITY |EACH | | | | | | |PROFILING | | | | | | |032414| | 6.00| | | ---------------------------------------------------------------------------




SECTION 05 BR. NO. 70-105-17.40 (340)

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| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |54 |CLASS I EXCAVATION |CUYD | | | | | | | | | | | | | |012400| | 7,834.00| | | --------------------------------------------------------------------------- |55 |CLASS II EXCAVATION |CUYD | | | | | | | | | | | | | |012401| | 8,004.00| | | --------------------------------------------------------------------------- |56 |CONCRETE (GRADE 3.0) |CUYD | | | | | | | | | | | | | |013397| | 4,834.60| | | --------------------------------------------------------------------------- |57 |CONCRETE (GRADE 4.0) (AE)|CUYD | | | | | | | | | | | | | |072350| | 10,728.00| | | --------------------------------------------------------------------------- |58 |CONCRETE (GRADE 4.0) (AE)|CUYD | | | | | | |(SA) | | | | | | |032813| | 766.30| | | --------------------------------------------------------------------------- |59 |CONCRETE (GRADE 4.0) (AE)|CUYD | | | | | | |(SA) (MPC) | | | | | | |032816| | 5,157.80| | | --------------------------------------------------------------------------- |60 |REINFORCING STEEL (GRADE |LBS. | | | | | | |60) | | | | | | |025100| |1,438,710.00| | | --------------------------------------------------------------------------- |61 |REINFORCING STEEL (GRADE |LBS. | | | | | | |60) (EPOXY COATED) | | | | | | |025103| |1,750,570.00| | | --------------------------------------------------------------------------- |62 |STRUCTURAL STEEL (A709) |LBS. | | | | | | |(GR 50W) | | | | | | |025135| | 7,284.00| | | --------------------------------------------------------------------------- |63 |STRUCTURAL STEEL (M270) |LBS. | | | | | | |(GR 50WT2) | | | | | | |071321| | 437,766.00| | | ---------------------------------------------------------------------------




SECTION 05 BR. NO. 70-105-17.40 (340)

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |64 |STRUCTURAL STEEL (M270) |LBS. | | | | | | |(GR 50WT3) | | | | | | |072024| |8,403,725.00| | | --------------------------------------------------------------------------- |65 |WELDED STUD SHEAR |EACH | | | | | | |CONNECTORS | | | | | | |025110| | 27,366.00| | | --------------------------------------------------------------------------- |66 |PRESTRESSED CONCRETE BEAM|LNFT | | | | | | |(K2) | | | | | | |012134| | 176.00| | | --------------------------------------------------------------------------- |67 |PRESTRESSED CONCRETE BEAM|LNFT | | | | | | |(NU63) | | | | | | |010125| | 5,212.00| | | --------------------------------------------------------------------------- |68 |EXPANSION DEVICE (SLIDING|LNFT | | | | | | |PLATE) | | | | | | |014356| | 291.00| | | --------------------------------------------------------------------------- |69 |EXPANSION JOINT (STRIP |LNFT | | | | | | |SEAL ASSEMBLY) | | | | | | |014287| | 90.00| | | --------------------------------------------------------------------------- |70 |BEARING (STEEL REINFORCED|EACH | | | | | | |ELASTOMERIC) | | | | | | |070869| | 26.00| | | --------------------------------------------------------------------------- |71 |BEARING (TFE/ELASTOMERIC)|EACH | | | | | | | | | | | | | |070683| | 44.00| | | --------------------------------------------------------------------------- |72 |BEARING (DISC) |EACH | | | | | | | | | | | | | |070383| | 42.00| | | --------------------------------------------------------------------------- |73 |SLOPE PROTECTION (RIPRAP |CUYD | | | | | | |STONE) | | | | | | |070974| | 1,070.00| | | ---------------------------------------------------------------------------




SECTION 05 BR. NO. 70-105-17.40 (340)

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |74 |DRILLED SHAFT ( 72") |LNFT | | | | | | |(CASED) | | | | | | |070262| | 2,143.00| | | --------------------------------------------------------------------------- |75 |SONIC TEST (DRILLED |EACH | | | | | | |SHAFT) (SET PRICE) | | | | | | |072216| | 1.00| 1800.000| $1,800.00| --------------------------------------------------------------------------- |76 |CORE HOLE (INVESTIGATIVE)|LNFT | | | | | | | | | | | | | |010337| | 391.00| | | --------------------------------------------------------------------------- |77 |TEST PILES (SPECIAL) |LNFT | | | | | | |(HP12X74) | | | | | | |013359| | 1,402.00| | | --------------------------------------------------------------------------- |78 |PILES (STEEL) (HP12X74) |LNFT | | | | | | | | | | | | | |014072| | 55,838.00| | | --------------------------------------------------------------------------- |79 |CAST STEEL PILE POINTS |EACH | | | | | | | | | | | | | |014094| | 560.00| | | --------------------------------------------------------------------------- |80 |PRE-DRILLED PILE HOLES |LNFT | | | | | | | | | | | | | |014240| | 7,183.00| | | --------------------------------------------------------------------------- |81 |MULTI-LAYER POLYMER |SQYD | | | | | | |CONCRETE OVERLAY | | | | | | |072356| | 17,089.00| | | --------------------------------------------------------------------------- |82 |DRILLING AND GROUTING |EACH | | | | | | | | | | | | | |025479| | 275.00| | | --------------------------------------------------------------------------- |83 |EMBEDDED GALVANIC ANODE |EACH | | | | | | | | | | | | | |011044| | 236.00| | | ---------------------------------------------------------------------------




SECTION 05 BR. NO. 70-105-17.40 (340)

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |84 |CONCRETE SURFACE REPAIR |SQFT | | | | | | | | | | | | | |011374| | 305.00| | | --------------------------------------------------------------------------- |85 |REINFORCING STEEL |LBS. | | | | | | |(REPAIR) (GRADE 60) (SET | | | | | | |025105|PRICE) | 1.00| 2.000| $2.00| --------------------------------------------------------------------------- |86 |BRIDGE DRAINAGE SYSTEM |LSUM | | | | | | | | | | | | | |014241| | 1.00| | | --------------------------------------------------------------------------- |87 |SUBSTRUCTURE |SQYD | | | | | | |WATERPROOFING MEMBRANE | | | | | | |025474| | 1,038.00| | | --------------------------------------------------------------------------- |88 |FALSEWORK INSPECTION |LSUM | | | | | | | | | | | | | |010255| | 1.00| 30000.000| $30,000.00| --------------------------------------------------------------------------- |89 |ANTI-GRAFFITI COATING |SQYD | | | | | | | | | | | | | |071250| | 1,529.00| | | --------------------------------------------------------------------------- |90 |TEMPORARY SHORING |LSUM | | | | | | | | | | | | | |014477| | 1.00| | | --------------------------------------------------------------------------- |91 |FENCE (CHAIN LINK) ( |LNFT | | | | | | |6'-0") (SPECIAL) | | | | | | |071739| | 14.00| | | --------------------------------------------------------------------------- |92 |FENCE (SPECIAL) |LNFT | | | | | | | | | | | | | |012577| | 1,903.00| | | --------------------------------------------------------------------------- |93 |OSTERBERG CELL LOAD TEST |EACH | | | | | | |(DRILLED SHAFT) | | | | | | |072336| | 1.00| | | ---------------------------------------------------------------------------




SECTION 05 BR. NO. 70-105-17.40 (340)

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |140 |VIBRATION MONITORING |LSUM | | | | | | | | | | | | | |023415| | 1.00| | | --------------------------------------------------------------------------- |141 |SIMULATED STONE MASONRY |SQYD | | | | | | |STAIN | | | | | | |013746| | 3,148.00| | | --------------------------------------------------------------------------- |143 |REINFORCING STEEL |LBS. | | | | | | |(REPAIR) (GRADE 60) | | | | | | |025099|(EPOXY) (SET PRICE) | 1.00| 3.000| $3.00| --------------------------------------------------------------------------- |152 |THERMAL INTEGRITY |EACH | | | | | | |PROFILING | | | | | | |032414| | 30.00| | | ---------------------------------------------------------------------------

SECTION 06 ASPHALT SURFACING ITEMS

--------------------------------------------------------------------------- |94 |HMA-COMMERCIAL GRADE |TON | | | | | | |(CLASS A) | | | | | | |041003| | 322.00| | | --------------------------------------------------------------------------- |95 |AGGREGATE BASE (AB-3) ( |SQYD | | | | | | |4") | | | | | | |010171| | 990.00| | | --------------------------------------------------------------------------- |96 |AGGREGATE BASE (AB-3) ( |SQYD | | | | | | |6") | | | | | | |010169| | 3,876.00| | | --------------------------------------------------------------------------- |97 |WATER (AGGREGATE BASE) |MGAL | | | | | | |(SET PRICE) | | | | | | |010107| | 1.00| 35.000| $35.00| --------------------------------------------------------------------------- |138 |SURFACING MATERIAL (AB-3)|TON | | | | | | | | | | | | | |081496| | 1,245.00| | | ---------------------------------------------------------------------------




SECTION 07 FENCING ITEMS

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |98 |FENCE (CHAIN LINK) ( |LNFT | | | | | | |6'-0") | | | | | | |071186| | 3,599.00| | | --------------------------------------------------------------------------- |99 |POSTS (PULL) (CHAIN LINK)|EACH | | | | | | | | | | | | | |023481| | 3.00| | | --------------------------------------------------------------------------- |100 |POSTS (END) (CHAIN LINK) |EACH | | | | | | | | | | | | | |023420| | 14.00| | | --------------------------------------------------------------------------- |101 |POSTS (CORNER) (CHAIN |EACH | | | | | | |LINK) | | | | | | |023421| | 16.00| | | --------------------------------------------------------------------------- |144 |GATE (CHAIN LINK FENCE) |EACH | | | | | | |(20') | | | | | | |012667| | 1.00| | | ---------------------------------------------------------------------------

SECTION 08 SIGNING ITEMS

--------------------------------------------------------------------------- |102 |SIGN (FLAT SHEET) (HIGH |SQFT | | | | | | |PERFORMANCE) | | | | | | |025500| | 20.00| | | --------------------------------------------------------------------------- |103 |SIGN (REINFORCED PANEL) |SQFT | | | | | | |(HIGH PERFORMANCE) | | | | | | |025501| | 1,455.75| | | --------------------------------------------------------------------------- |104 |BRIDGE MOUNTED SIGN |EACH | | | | | | |ATTACHMENT ( 0-10') STEEL| | | | | | |027100| | 2.00| | | --------------------------------------------------------------------------- |105 |BRIDGE MOUNTED SIGN |EACH | | | | | | |ATTACHMENT (10.1'-15.0') | | | | | | |027101|(STEEL) | 2.00| | | ---------------------------------------------------------------------------




SECTION 08 SIGNING ITEMS

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |106 |OVERHEAD SIGN STRUCTURE (|EACH | | | | | | |50.1'- 60.0') (ALUMINUM) | | | | | | |026849| | 1.00| | | --------------------------------------------------------------------------- |107 |SIGN STRUCTURE |EACH | | | | | | |MODIFICATION | | | | | | |016316| | 1.00| | | --------------------------------------------------------------------------- |108 |SIGN (REMOVE AND RESET) |LSUM | | | | | | | | | | | | | |026494| | 1.00| | | ---------------------------------------------------------------------------

SECTION 09 PAVEMENT MARKING ITEMS

--------------------------------------------------------------------------- |109 |PAVEMENT MARKING |LNFT | | | | | | |(MULTI-COMPONENT) (WHITE)| | | | | | |023140|( 6") | 10,500.00| | | --------------------------------------------------------------------------- |110 |PAVEMENT MARKING |LNFT | | | | | | |(MULTI-COMPONENT) (WHITE)| | | | | | |023141|( 8") | 1,828.00| | | --------------------------------------------------------------------------- |111 |PAVEMENT MARKING |LNFT | | | | | | |(MULTI-COMPONENT) | | | | | | |023144|(YELLOW) (12") | 839.00| | | --------------------------------------------------------------------------- |112 |PAVEMENT MARKING |LNFT | | | | | | |(MULTI-COMPONENT) | | | | | | |023192|(YELLOW) ( 6") | 5,643.00| | | --------------------------------------------------------------------------- |113 |PAVEMENT MARKING |LNFT | | | | | | |(THERMOPLASTIC) (WHITE) (| | | | | | |070780|4") | 269.00| | | --------------------------------------------------------------------------- |114 |PAVEMENT MARKING |LNFT | | | | | | |(THERMOPLASTIC) (WHITE) | | | | | | |070783|(12") | 241.00| | | ---------------------------------------------------------------------------




SECTION 09 PAVEMENT MARKING ITEMS

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |115 |PAVEMENT MARKING |LNFT | | | | | | |(THERMOPLASTIC) (YELLOW) | | | | | | |070791|( 6") | 606.00| | | --------------------------------------------------------------------------- |116 |PAVEMENT MARKING |LNFT | | | | | | |(THERMOPLASTIC) (WHITE) | | | | | | |070785|(24") | 74.00| | | ---------------------------------------------------------------------------

SECTION 10 LIGHTING ITEMS

--------------------------------------------------------------------------- |117 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | ---------------------------------------------------------------------------

SECTION 11 ITS ITEMS

--------------------------------------------------------------------------- |118 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------

SECTION 12 SEEDING ITEMS

--------------------------------------------------------------------------- |119 |SEEDING |LSUM | | | | | | | | | | | | | |030148| | 1.00| | | ---------------------------------------------------------------------------

SECTION 13 TRAFFIC CONTROL ITEMS

---------------------------------------------------------------------------





---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |120 |WORK ZONE SIGNS ( 0 TO |EADA | | | | | | |9.25 SQ.FT.) | | | | | | |025331| | 29,670.00| | | --------------------------------------------------------------------------- |121 |WORK ZONE SIGNS ( 9.26 TO|EADA | | | | | | |16.25 SQ.FT.) | | | | | | |025332| | 21,390.00| | | --------------------------------------------------------------------------- |122 |WORK ZONE BARRICADES |EADA | | | | | | |(TYPE 3 - 4 TO 12 LIN. | | | | | | |025376|FT.) | 86,250.00| | | --------------------------------------------------------------------------- |123 |WORK ZONE BARRICADES |EADA | | | | | | |(PEDESTRIAN) | | | | | | |025374| | 2,760.00| | | --------------------------------------------------------------------------- |124 |CHANNELIZER (PORTABLE) |EADA | | | | | | | | | | | | | |011492| | 33,810.00| | | --------------------------------------------------------------------------- |125 |WORK ZONE WARNING LIGHT |EADA | | | | | | |(TYPE "A" LOW INTENSITY) | | | | | | |025343| | 5,520.00| | | --------------------------------------------------------------------------- |126 |ARROW DISPLAY |EADA | | | | | | | | | | | | | |025364| | 690.00| | | --------------------------------------------------------------------------- |127 |PORTABLE CHANGEABLE |EADA | | | | | | |MESSAGE SIGN | | | | | | |025365| | 8,970.00| | | --------------------------------------------------------------------------- |128 |PAVEMENT MARKING (TEMP) |STAL | | | | | | |4" SOLID (TYPE II) | | | | | | |070917| | 94.00| | | --------------------------------------------------------------------------- |129 |PAVEMENT MARKING (TEMP) |STAL | | | | | | |4" BROKEN (8') (TYPE II) | | | | | | |070915| | 9.00| | | ---------------------------------------------------------------------------





---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |130 |PAVEMENT MARKING (TEMP) |STAL | | | | | | |4" BROKEN (3')(TYPE II) | | | | | | |070923| | 1.00| | | --------------------------------------------------------------------------- |131 |PAVEMENT MARKING (TEMP) |STAL | | | | | | |4" DOTTED EXTENSION (TYPE| | | | | | |070919|II) | 1.00| | | --------------------------------------------------------------------------- |132 |PAVEMENT MARKING (TEMP) |EACH | | | | | | |(SYMBOL) (TYPE II) | | | | | | |072410| | 2.00| | | --------------------------------------------------------------------------- |133 |PAVEMENT MARKING REMOVAL |LNFT | | | | | | | | | | | | | |013019| | 9,801.00| | | --------------------------------------------------------------------------- |134 |WORK ZONE SIGN (SPECIAL) |EACH | | | | | | |(16.25 SQ.FT. & LESS) | | | | | | |082001| | 99.00| | | --------------------------------------------------------------------------- |135 |WORK ZONE SIGN (SPECIAL) |EACH | | | | | | |(16.26 SQ.FT. & OVER) | | | | | | |082002| | 70.00| | | --------------------------------------------------------------------------- |136 |CONCRETE SAFETY BARRIER |LNFT | | | | | | |(TYPE F3) (TEMPORARY) | | | | | | |011927| | 3,388.00| | | --------------------------------------------------------------------------- |137 |INERTIAL BARRIER SYSTEM |EACH | | | | | | |(TL-2) | | | | | | |046037| | 1.00| | | --------------------------------------------------------------------------- |145 |REPLACEMENT MODULES (IBS)|EACH | | | | | | | | | | | | | |018154| | 15.00| | | --------------------------------------------------------------------------- |146 |TRANSPORTATION MANAGEMENT|EADA | | | | | | |PLAN MANAGER | | | | | | |050286| | 500.00| | | ---------------------------------------------------------------------------





---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |147 |TRAFFIC CONTROL |EADA | | | | | | |INSPECTION | | | | | | |072259| | 500.00| | | --------------------------------------------------------------------------- |148 |TRAFFIC SIGNAL |LSUM | | | | | | |INSTALLATION (TEMPORARY) | | | | | | |025308| | 1.00| | | --------------------------------------------------------------------------- |149 |TRAFFIC CONTROL (INITIAL |LSUM | | | | | | |SETUP) | | | | | | |072116| | 1.00| | | ---------------------------------------------------------------------------

GRAND TOTAL : $66,566.00


6

A.R

eic

hert

BMc

D

K.C

urry B

Mc

D

Road,

B

Arends B

Mc

D

Brid

ge

70-105 KA-2130-02 2018 614

12/13

6

KANSAS DEPARTMENT OF TRANSPORTATION

STATE

KANSAS

YEARPROJECT N0.SHEETS

TOTALSHEET NO.

c:\b

mcd_lib\p

w\areichert\trn\d

ms08018\K

A213002

RP

L-0

2.d

gn

File :

Plotted b

y:areichert

Date:

10/2

7/2

017

RE

FE

RE

NC

ES

NO

TE

D

RE

FE

RE

NC

ES

CH

EC

KE

D

BY

DA

TE

{ Proposed |mprovementsÛ

Ù{ Future WB |-70

Ùê UP

RR East

4

point references, see survey reference sheets.

Note: For alignment, section corner, and traverse

Elev.=791.453.3' Lt., Sta. 127+74.91

of Metal Handrail, North Side Westbound I-70.

Hubguard, +/- 5.0 Feet East of West End

B.M. #37: Set Rivet and Washer in Top of

2.3' Lt., Sta. 117+88.14 Elev.=816.46

Side of Westbound I-70.

of Jersey Barrier, at PI of Barrier Wall North

B.M. #38: Set Square Cut, +/- 1.0 Foot South

01/14

Sec. 10 & 11, T11S, R25E

TOL

Convoy Real Estate, LLC

Sec. 10, T11S, R25ETOL, NE‚

Distribution Transport, Inc.

Woodswether Industrial DistrictLots 1-19, Block 16

City of Kansas City, Kansas

Woodswether Industrial District

Lots 21-29, Block 15

C. Rodney LaMothe Trust

Block 18

ð

ð

ð

ð

ð

ð

ð

ð

ð

Packing Co.

Fowler

Sta. 111+43.94 ê UPRR East

Sta. 124+90.84 ê Proposed Improvements =

STA. 117+00 TO STA. 133+00

PLAN

See Sh.

No.

{ Future

WB I-

70

Matc

h Lin

e

Sta. 216+86.3

3,

116.8' Rt., Sta. 129+21.74 Elev.=790.92

Shoulder Eastbound I-70.

B.M. #49: Set Mag Nail With Washer in South

120.6' Rt., Sta. 123+03.53 Elev.=755.82

Between Columns Under the Viaduct.

Manhole Rim, North Side of Concrete Path

B.M. #20: Set '+' Cut, South Edge of Telephone

138.0' Rt., Sta. 116+84.55 Elev.=808.44

Eastbound I-70.

B.M. #48: Set Mag Nail in South Shoulder

ê Ramp C

Sta. 125+37.90, Const. ì WB I-70 Remove

Temp. Esmt. = Exist. Perm. Aerial Esmt.Û

82.38' ì

Exist. Perm. Aerial Esmt.

+00 Temp. Esmt. =

47.80' ì

Exist. R/W

+00 Temp. Esmt. =

23.80' ì

Exist. R/W

+60 Temp. Esmt. = 82.45' ì


+60 Temp. Esmt. =

23.26' ì

Exist. R/W

+83.13 Temp. Esmt. =

ÚDo not disturb building

ÚDo not disturb building

UTILITY OWNERS

Electric

Kansas Dept. of Transportation

Kansas City Board of Public Utilities

Water


Fiber Optic

Century Link/Verizon/DTI

Century Link/Lightcore/DTI

DTI

Level 3 Communications

Sprint/Sprint(Ericsson)

Gas

Missouri Gas Energy

Praxair

Telephone

MCI

ATT Distribution

Sprint Nextel

Sewer

County and Kansas City, Kansas

Unified Governement of Wyandotte

Heritage Trail Rt.

Do Not Disturb Exist. Riverfront

Sta. 118+07.28 to Sta. 131+86.25

Do not disturb River Front Heritage Trail

60" Combined Sewer

Do Not Disturb Exist.

Exist. Combined Sewer

Do Not Disturb

24.89' ì

+53.74 Exist. R/W

R=3118.6

9' 23.82' ì

+90.09 Exist. R/W

282.35' ì

+13.05 Exist. R/W

23.16' ì

+46.59 Exist. R/W

Perm. Aerial Esmt.

ÙTemp. Esmt. = Exist. 23.33' ì

+69.99 Exist. R/W

24.10' ì

+57.67 Exist. R/W

R=1776.0

4'

R=2014.7

3'

R=3176.5

2'

R=1954.4

2'

R=1895.8

4'

R=1895.8

4'

R=1954.2

1'

Exist. R/WÜ

Exist. R/WÜ

23.81' ì

+44.56 Exist. R/W

ÙExist. R/W

23.76' ì

+10.61 Exist. R/W

Exist. R/WÜ

108.63' ì

+95.73 Exist. R/W

104.08' ì

+76.73 Exist. R/W

Esmt.ÙTemp.

Exist. Levee R/W, 83.45' ì

Exist. Perm. Aerial Esmt. =


Perm. Aerial Esmt.Ü

Temp. Esmt. = Exist.




82.19' ì


+65.63 Exist. R/W =

82.77' ì


+87.49 Exist. R/W =

81.70' ì

+99.55 Exist. Perm. Aerial Esmt.

Exist. R/W, 88.54' ì

+14.15 Exist. Perm. Aerial Esmt. =

Exist. R/W, 81.61' ì


140.71' ì

+88.53 Exist. R/W

ÚSection Line (See Note 2)

ÙExist.

R/W

ÙExist. R/

W

ÚExist. R/

W

Market St.

Ohio Ave.

Exist. R/

WÜ

Exist. R/

WÛArmstr

ong

Ave.

Exist. R

R R/

WÜ

Exist. R

R R/

WÜ

Sec. 10, T11S, R25E

TOL, NE‚

Butler Transport Terminal Company, LC

Sec. 10 & 11, T11S, R25E

& TOL


Lot 5, Block 16

Butler Transport Terminal Company, LC

Exist. Perm. Aerial Esmt.Ü

ÚExist. Perm. Esmt. (See Note 4)

Exist. Perm. Esmt. (See Note 4)

Sec. 10 & 11, T11S, R25E

TOL

Kacika Corporation

Sec. 11, T11S, R25E

& TOL


Lot 16, Block 9

BT-OH, LLC

(See Note 3)

Exist. Perm. Esmt.


TOL, Lots 6-24, Block 14

3600 South Leonard Road, LLC


Lots 19-34, Block 13

Mid-West Terminal Warehouse Co.A

B

C

A

B

C

ÚExist. R/W

ÙExist. R/W

ÚExist. R

R R/

W

Valley Drain

age District)

ÙExist. L

evee R/

W (K

aw

Valley Drain

age District)

Ü

Exist. L

evee R/

W (K

aw

Exist. RR R/W, 25.64' ì

Exist. R/W =



+73.27 Exist. R/W =







23.73' ì

Exist. R/W


Exist. Perm. Aerial Esmt. Û

Exist. R/WÛ


Lots 1-28, Block 18

City of Kansas City, Kansas

103.00' ì

+18.33 Exist. R/W

Exist. R/W 163.26' ì


Exist. R/W 162.01 ì


23.96' ì

Exist. R/W

+30 Temp. Esmt. =

72.34' ì

Exist. R/W

+22 Temp. Esmt. =

ÙTemp E

smt

ì Temporary Trail

Edge of Temp. Trail

196.25' ì

Exist. R/W


� 196.55' ì


Temp Esmt. = �Ü

� 231.29' ì


� 241.26' ì


Exist. Fence

Do Not Disturb

R

= 8602'

151.59' ì


+87.63 Temp. Esmt. = Exist. R/W =

199.10' ì



� 237.78' ì

+00 Temp. Esmt. =

237.78' ì


+00 Temp. Esmt. =

Aerial Esmt.

Exist. Perm.

Elev. 751.80

E 2,273,414.55

N 301,657.08

Pothole

Elev. 752.05 (Top of Pipe)

E 2,273,404.51

N 301,659.52

Pothole


E 2,274,267.91

N 300,872.28

Pothole


E 2,274,203.03

N 300,833.51

MH

Elev. 761.31

E 2,273,257.89

N 301,696.11

Abandoned MH


E 2,273,296.25

N 301,686.50

Pothole



E 2,273,329.82

N 301,679.29

Pothole

D

D

Sta. 125+69.01, Const. Westbound I-70

Roadway Varies

Unit 7: 8'-55'-65'-47' RDGH Spans,

Unit 6: 8'-4 @ 55'-43' RDGH Spans,

Unit 5: 8'-4 @ 55'-43' RDGH Spans,

Unit 4: 8'-52'-2 @ 70'-50'-35' RDGH Spans,

Unit 3: 40'-4 @ 53'-40' RDGH Spans

Unit 2: 131'-2 @ 165'-4 @ 120'-90'-52' SWGC Spans,

Unit 1: 2 @ 304' SDTS Spans,

Exist. Br. No. 70-105-17.40(030)

81-270 272-427See Sh. No. &

Roadway Varies; Skew Varies

Unit 8: 62'-1•" PBMC Span

Modify the Following Span:

Unit 7: 30'-3" PBMS Span

Unit 6: 4@110'-100' PBMC Spans,

Unit 5: 105'-95'-120'-90'-95' PBMC Spans,

Unit 4: 170'-260'-235'-190' WWCC Spans,

Unit 3: 110'-130' WWCC Spans,

Unit 2: 375'-375' WWCC Spans,

Unit 1: 61'-4" WWCS Span,

Const. the following spans:

Br. No. 70-105-17.40(340)

KD

OT G

raphics C

ertified

KDOT Graphics Certified 09-14-2016

2. Section Line located from Plat, not surveyed.

1. Do Not Disturb existing Eastbound I-70 Bridge.

Notes:

Levee

Kaw Valley Drainage District

Sta. 28+44.05� ê CID Levee

Sta. 118+22.67 =

Ùê

CID

Levee

See Sh. No. &

Install 2 Bollards

Sta. 132+44.32, 69.85' Rt.

439 440

4407See Sh. No. &

Adjust Catch Basin

Sta. 132+44.84, 73.13' Rt.

7 440See Sh. No. &

Adjust Catch Basin

Sta. 132+45.33, 95.52' Rt.


Temp. Esmt. =

+61.57 Exist. R/W =


Temp. Esmt. =

+81.50 Exist. R/W =

25.11' ì

Exist. R/W

+85.73

7

8

9

220

1

2 3 4

225

6

7

8

9

230 1 2

3

PC +53.5

4 { Future

WB I-

70

7 8

PC +26.2

2

9 120

1

2

PT

+82.8

6

P.I.

+54.9

8

3

4

125

6

7

8

9

PC +53.4

4

130

1 2 3

P.I. +

22.6

5

{ Future

WB I-

70 P

T

+42.8

9

7 8

PO

T

+26.0

2

10

1

2

3

4

15

6

7 8

M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

UU

UU

UU

UU

UU

UU

UU

W.M.

KGS

KGS

BP

U

BP

U

M.H.

D.M.

D.M.

D.M.D.M.

D.M.D.M.

D.M.

D.M.

D.M.

D.M.D.M.

D.M.

L.P.

L.P.

L.P.

M.H.

UU

L.P.

L.P.

BM 20

BM 38

BM 37BM 48

BM 49

W.V.

E.J.B.E.J.B.

E.J.B.

E.J.B.

E.J.B.E.J.B.

E.J.B.

E.J.B.

E.J.B.E.J.B.

E.J.B.

E.J.B.

E.J.B.

E.J.B.

E.J.B.

MCI - F.O.

MCI - F.O.MCI - F.O.

MCI - F.O.

L.P.

O.H. Powe

rO.H. Power

O.H. Power

U.G.

Power

O.H. Power

O.H. Pow

er

O.H.

Power

O.H. P

ower

O.H.

Power

O.H. P

ower

O.H.

Power

O.H.

Power

O.H.

Power

O.H.

Power

O.H. Pow

er

C.B.C.B.

C.B.

F.H.

F.H.

U.J.B.

Praxair

6" HP

Oxyg

en Line

Praxair

6"

HP

Oxygen Lin

e

M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

6.0' Chainlink

U.G. Pow

er

W/Barbwire

O.H.

Power

Grvl.

U.G. Pow

er

W/Barbwire

6.0' Chainlink

6.0' Chainlink

U.G.

Power

W/Barbwire

Grass

O.H. Power

U.G. Power

U.G. Pow

er

Pedestal

O.H. Power

O.H.

Power

O.H. Power

O.H.

Power

O.H. P

ower

O.H. P

ower

Bldg.

Shed

Gate

Gate

Grvl.

Shed

Small TreesAnd Light Brush

Shed

Light Brush

6.0' Ch

ainlink

W/

Barbwire

W/Barbwire

W/Barbwire

6.0' Ch

ainlink

6.0' C

hainlin

k

Cut Off Pole

Grass

4.0' Chainlink

6.0' Cha

inlink

6.0' Chainlink

W/

Barbwire

10.0' Chainlink

W/Barbwire

Bldg.

Bldg.

6.0' ChainlinkGrvl.

Grass

Concrete Barriers

And Heavy Brush

Small Trees

Grass

Grvl. Parking

Grvl. ParkingBollard

R.R. Tie

R.R. TieR.R. Tie

Bollard

Bollard

Drops From Bridge

O.H. Power Attaches To Bridge

Drops From Bridge

R.R. Tie

(3) Bollard

R.R. Tie

Bollard

Bollard

Bollard

R.R. Tie

R.R. Tie

R.R. Tie

Bollard

BollardBollard

R.R. Tie

Conc.

Sprint - F.O.

Sprint - F.O.

Level 3 Comm. - F.O.

Level 3 C

omm. - F.O.




MCI - F.O.

Sprint - F.O.

DTI - F.O.

DTI - F.O.

Grvl.

Bollard

Conc.

Conc.

Conc.Light Brush

Union P

acific R

ailroad

Asph.

Concrete Barrier

Tel. MH #1285

Tel. Manhole

Union Pa

cific Rai

lroad

Conc.

Asph.

Jersey Barriers

Unpvd.

Lightcore

Lightcore

For Direction Only

For Direction Only

For Direction Only

For Direction Only

For Direction Only

Found (Abandoned)

#1303

SS\ST MH

End of Pipe Not

Elec. MH #1168

Tel. MH #1195Tel. MH #9000

Tel. MH #1245

Tel. MH #1235

Tel. MH #1179

Tel. MH #1180

SS\ST MH #1266

For Direction Only

For Direction Only

SS\ST MH #1249

SS\ST MH #1247

SS\ST MH #1317

SS\ST MH #1169

SS\ST MH #1248

SS\ST MH #1252

SS\ST MH #1251

Asph.

Grvl.Valve

W\Barb

wire

6.0' Ch

ainlink

Prax

For Direction Only

SS\ST MH #1311

Bollard

W/Barbwire

6.0' Chainlink

Abandoned

Abandoned

Abandoned

Ohio St.

End Of TracksEnd Of Tracks

Conc.

Grvl.

Grvl.

Grvl.Bollard

Asph.

Asph.

Asph.

Asph.

Asph.

Asph.

Asph.

Asph.

Asph.

Asph.

Asph.

Grvl.

Conc.

Grvl.

Grvl.

Riprap

Riprap

Riprap

ST MH #6515

BPU

18" RCPEast End Not Located

For Direction Only

12" RCP-NE End Not Found

Drop From Pole

Drop From Pole

Area Inlet #1190

Area Inlet #1178 Area Inlet #1185

Area Inlet #1312

Area Inlet #1310

Market

St.

Ohio

Ave.

Woodsw

ether

Rd.

6" BPU WL

6" BPU WL

Area Inlet #6510

Sewer

Force

Ramp

Main

Praxair

DTI

BPU

BPU

BPU

DTIDTI

FO

FO

TEL M.H.

Lewis & Clark Viaduct Bridge (I-70 W.B.)

Lewis & Clark Viaduct Bridge (I-70 E.B.)

105

6

7

8

9

110

1

2

3 4 115

6

7

8

9

13

14

15

32

1

20

Block 16

2122

23

24

25

26

27

28

29

1817

16

15

14

13

12

11

10

1

2

3

4

5

6

7

8

9

Block 18

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

9

10

11

13

14

Graphic Only

Block 15

Lot 5, Block 15

ð

ð

NEW SHEET-Released by AddendumDATE - 11/10/2017VOID PREVIOUS ISSUE