| 24-2997 | 409 | Bracken | Will a drawing with dimensions be provided for the bridge cleaning and concrete coating limits? | A drawing showing the limits for preventive maintenance items is posted in Project Related Information. The existing plans posted on Projection Related Information show the end bent length and the cap width. | 10/9/2024 10:05 AM |
| 24-1015 | 109 | Pulaski | Can bid items for waterblasting, temporary striping, and permanent striping bid items be added?
| No. All waterblasting, temporary striping and permanent striping needed to restore the original lane markings will be incidental to Maintain & Control Traffic bid item.
| 10/10/2024 10:06 AM |
| 24-1015 | 109 | Pulaski | Can asphalt bid items be added for US27.
| No. Any damage done to the existing travel lanes and shoulders will be repaired at the Contractor’s expense.
| 10/10/2024 10:07 AM |
| 24-1015 | 109 | Pulaski | Can a bid item for barrier wall/fence be added for installation during construction to separate traffic from the work zone?
| A bid item for barrier/fence will not be added. However, if the Contractor deems it necessary, it may be used with the Engineer’s approval and will be incidental to the Maintain & Control Traffic bid item.
| 10/10/2024 10:08 AM |
| 24-1015 | 109 | Pulaski | Does the Department have any right-of-way in the area that can accept the material from this project?
| No.
| 10/10/2024 10:09 AM |
| 24-1015 | 109 | Pulaski | Will waterblasting of the existing striping and temporary striping be allowed to shift traffic on US 27?
| Yes. Any traffic shift will require the approval of the Engineer.
| 10/10/2024 11:00 AM |
| 24-2957 | 111 | Grayson | Can a plan/map showing the Environmentally Cleared Area be provided? | A map of the Environmentally Cleared Area is posted in Project Related Information. | 10/10/2024 11:30 AM |
| 24-1318 | 101 | Ohio | Will a bid item be added for the Gabion Retaining Wall shown on plan sheet R4 for KY 136 over Tom’s Branch? | Yes. A bid item will be provided in an addendum. | 10/10/2024 11:38 AM |
| 24-1015 | 109 | Pulaski | Is a KMZ file available for the project?
| Yes. The KMZ file is posted in Project Related Information.
| 10/10/2024 11:40 AM |
| 24-5365 | 102 | Webster | Will a bid item for asphalt material for tack be added?
| Yes. An item will be added for asphalt material for tack per addendum.
| 10/11/2024 6:48 AM |
| 24-1015 | 109 | Pulaski | Is there a geotechnical report available for this project other than the information provided in plans?
| No. The information provided is all that is available. | 10/11/2024 8:13 AM |
| 24-2958 | 104 | Nelson | Is Styrofoam required for the flutes of the stay-in-place deck forms?
| Styrofoam is not required for filling voids in the stay-in-place deck forms. The additional weight from concrete in the voids was accounted for in the design. | 10/11/2024 8:14 AM |
| 24-1111 | 200 | Hopkins | Regarding the note on page 60 of the proposal, could the weeknight working hours be extended to 6PM-6AM in lieu of 9PM-6AM?
| The Department will allow the weeknight working hours to be extended to 6:00pm-6:00am in lieu of 9:00pm-6:00am. | 10/11/2024 2:06 PM |
| 24-2339 | 320 | Oldham | Could the time restrictions be eliminated or revised? | No. There are subdivisions and a school in the proximity so the time restrictions will remain. However, there are no restrictions for weekend operations. | 10/14/2024 7:48 AM |
| 24-2957 | 111 | Grayson | Is the guardrail going back in the same location? | Yes, the intent is to remove and replace approximately 150-200 feet off the end of the bridge and tie back into the existing guardrail. The existing end treatments will remain in place. When the old post is pulled, the hole will need to be backfilled before new posts are driven. | 10/14/2024 8:09 AM |
| 24-2329 | 323 | Trigg | Is line item 0050 MOBILIZATION supposed to be in this project? | Yes. | 10/14/2024 11:19 AM |
| 24-1318 | 101 | Ohio | How will the headwalls for the culverts at Tom’s Branch and Stillhouse Branch be paid? | Contrary to Special Note 9V, the headwalls for the aluminum structural plate box culverts will be incidental to the culverts. | 10/14/2024 11:20 AM |
| 24-2329 | 323 | Trigg | Is CL2 ASPH SURF 0.38D PG64-22 correct? | Yes. | 10/14/2024 12:17 PM |
| 24-2958 | 104 | Nelson | Could a detail for the full depth asphalt limits and rough area resurfacing limits be provided? | Yes, a revised 11x17 plan sheet is posted in Project Related Information and it shows the approximate limits. | 10/14/2024 3:29 PM |
| 24-2957 | 111 | Grayson | On plan sheet S4, the note states that if additional removal is necessary, the Contractor will not be paid for that additional removal. Could a bid item for removal be added? | A bid item for Remove Concrete Masonry will be added by addendum. Plan sheet S4 has been updated and a revised 11x17 plans set is posted in Project Related Information. | 10/14/2024 3:50 PM |
| 24-2957 | 111 | Grayson | How will the concrete that is placed to replace the concrete removed, as specified in the note on plan sheet S4, be paid for? | The concrete will be paid at the contract unit price. | 10/14/2024 3:50 PM |
| 24-2957 | 111 | Grayson | Where is the Concrete-Class A to be installed? | The Concrete- Class A will be used to rebuild a portion of the existing backwall and the grade beams at Abutments 1 and 2. | 10/14/2024 3:51 PM |
| 24-2957 | 111 | Grayson | Is there a proposed deck pouring sequence? | There is no proposed deck pouring sequence for this project. The deck can be poured from one end to the other. | 10/14/2024 3:51 PM |
| 24-2959 | 103 | Campbell | Concerning the CONTRACTOR’S SUBMITTALS section on plan sheet S3, will pre-qualification with KYTC for long span bridges be required for the required PE analysis work? | The Contractor is responsible for hiring a qualified engineer, licensed in the state of Kentucky, who can perform the necessary stability checks and structural assessments to ensure their means and methods align with the work described in the contract. | 10/15/2024 8:48 AM |
| 24-2956 | 331 | Trigg | Are daytime closures of I-24 allowed? | Only a (1) lane closure will be allowed. No complete closure or daytime lane closure is permitted. See Special Note for Traffic Control on Bridge Repair Contracts for time restrictions and penalties. | 10/15/2024 8:48 AM |
| 24-2958 | 104 | Nelson | Can the lane closure restrictions be clarified? | Yes. An addendum will be posted. | 10/15/2024 8:49 AM |
| 24-2959 | 103 | Campbell | Will lifting eyes welded to the plates for installation be allowed? | Lifting eyes are allowed to be welded to the edge of the plates using fillet welds. The weldment must follow the requirements in the AASHTO/AWS D1.5 Bridge Welding Code, current edition. The weld shall be classified as fracture critical and meet requirements of Section 12 – AASHTO/AWS Fracture Control Plan (FCP) for Nonredundant Members. The weld will be considered temporary and removed in accordance with Section 12.13 of the Bridge Welding Code and Nondestructive Tested (NDT) in the area of the weld after its removal. Contractor shall submit the proposed attachment with the repair plate shop drawings to the Engineer for review and approval. | 10/15/2024 11:31 AM |
| 24-2956 | 331 | Trigg | Is it acceptable to use alternate channelizing devices in lieu of the temporary striping? | Alternate channelizing devices will be permitted as directed by the Engineer. | 10/15/2024 10:30 PM |
| 24-2956 | 331 | Trigg | The proposal states that Standard Drawings TTC-115 and TTC-120 should be followed for the I24 Eastbound MOT. Is temporary barrier wall required for I24 Eastbound? | No temporary barrier will be required as long-term lane closures are not permitted. Only Standard Drawing TTC-115(current edition) is applicable. | 10/15/2024 10:31 PM |
| 24-1015 | 109 | Pulaski | What mixture of asphalt will be required to repair the existing travel lanes and shoulders? | Mainline shall be CL3 Asphalt Surface 0.38B PG64-22. Shoulders shall be CL2 Asphalt Surface 0.38D PG64-22. | 10/16/2024 9:39 AM |
| 24-1015 | 109 | Pulaski | What type of permanent pavement striping will be required to restore the original lane markings? | The pavement striping shall be Pavement Striping – Perm Paint 6-IN. | 10/16/2024 9:40 AM |
| 24-2958 | 104 | Nelson | Will there be a revision to the paving quantities to reflect the limits and desired scope of work shown on the revised plan sheet posted in Project Related Information? Should the Contractor expect to construct full depth pavement to the limits shown in the revision or is the intent to construct an edge key and overlay the existing pavement? | There will be no revision to quantities. Paving limits are approximated, and final paving limits will be set in the field by the Engineer. The Contractor shall propose full depth excavation limits to Engineer prior to removal. New full depth pavement is required only where existing full depth pavement is excavated to remove and replace the superstructure. Outside the full depth area, as approved by the Engineer, the existing pavement shall be overlaid with surface to bring the grade of the roadway up to meet the grade of the structure. The Contractor is responsible for reviewing the project plans and site to accurately assess the paving required and should prepare their bid accordingly. | 10/17/2024 8:44 AM |
| 24-2331 | 105 | Fleming | Is the design of the soil nail wall the responsibility of the Contractor? | Yes, the design of the soil nail wall is the responsibility of the Contractor. See the following language on page 20 of the proposal— “The Contractor must submit drawings of how the Soil Nail Wall is to be constructed for approval by the Project Engineer. The submitted Soil Nail Wall Drawings must be approved by the Project Engineer before work is to begin.” | 10/17/2024 1:10 PM |
| 24-2331 | 105 | Fleming | How will the Department determine if the Contractor is proposing a competent system in the bid? | Any contractor bidding on this work shall have the prequalification work type J76, in addition to having an engineer familiar with this work to do the design (see page 23 of the proposal). As detailed in the addendum, the soil nail wall shall have a warranty of five(5) years. | 10/17/2024 1:10 PM |
| 24-2331 | 105 | Fleming | Will a technical proposal be required before the bid date? | A technical proposal will not be required prior to the bid. | 10/17/2024 1:11 PM |
| 24-2331 | 105 | Fleming | Should the soil nail walls be designed in accordance with FHWA-GEC-007 (Soil Nail Wall Reference Manual)? If so, what Factor of Safety for global stability should be used? | Soil nail walls shall be designed with a factor of safety for no less than the minimum recommended condition for overall stability according to FHWA-GEC-007. | 10/17/2024 1:11 PM |
| 24-2331 | 105 | Fleming | Does the soil nail contractor have to have a licensed engineer on staff to complete the design of the soil nail wall and oversee construction? | See page 23 of the proposal—“Contractor shall have supervisors with a minimum of 5 years’ experience with soil nail projects and a Professional Engineer with 5 years’ experience in slope stabilization using soil nails. The professional engineer may be a third-party employee. Contractor must provide documentation meeting this qualification with the bid package. Contractor must have at least one supervisor per job site.” | 10/17/2024 1:12 PM |
| 24-2331 | 105 | Fleming | Will different wall heights be allowed if determined acceptable by the soil nail contractors engineer of record? If so, how will the wall be paid? | The contractor will be paid for square footage installed. Should the engineer working for the contractor determine less square footage is required, only the square footage installed will be paid. | 10/17/2024 1:13 PM |
| 24-2331 | 105 | Fleming | If the shoulder requires restoration, how much shoulder width beyond the fog line is required and should this be included in the cost of the soil nail wall? | The typical width to be restored beyond the fog line shall be two(2) feet, as determined by the Engineer. This cost shall be included in the bid item SOIL NAIL WALL. | 10/17/2024 1:13 PM |
| 24-2331 | 105 | Fleming | What type of drainage systems should be incorporated into the soil nail wall? | The type of drainage is at the discretion of the engineer designing the soil nail wall. However, the drainage shall ensure that there is no hydrostatic pressure exerted on the completed soil nail wall causing the wall to not perform properly. | 10/17/2024 1:14 PM |
| 24-2331 | 105 | Fleming | The pre-qualifications required are listed as J76. Is the prequalification code I67 (Gunite/Shotcrete) also required for the prime contractor since the scope includes placing shotcrete? | No, prequalification work type J76 is the only requirement for the prime contractor to bid. | 10/17/2024 1:14 PM |
| 24-2331 | 105 | Fleming | Is a warranty required? | Yes. An addendum will be issued to cover warranty language. | 10/17/2024 1:15 PM |
| 24-2333 | 107 | Gallatin | Is the design of the soil nail wall the responsibility of the Contractor? | Yes, the design of the soil nail wall is the responsibility of the Contractor. See the following language on page 20 of the proposal— “The Contractor must submit drawings of how the Soil Nail Wall is to be constructed for approval by the Project Engineer. The submitted Soil Nail Wall Drawings must be approved by the Project Engineer before work is to begin.” | 10/17/2024 1:16 PM |
| 24-2333 | 107 | Gallatin | How will the Department determine if the Contractor is proposing a competent system in the bid? | Any contractor bidding on this work shall have the prequalification work type J76, in addition to having an engineer familiar with this work to do the design (see page 23 of the proposal). As detailed in the addendum, the soil nail wall shall have a warranty of five(5) years. | 10/17/2024 1:17 PM |
| 24-2333 | 107 | Gallatin | Will a technical proposal be required before the bid date? | A technical proposal will not be required prior to the bid. | 10/17/2024 1:17 PM |
| 24-2333 | 107 | Gallatin | Should the soil nail walls be designed in accordance with FHWA-GEC-007 (Soil Nail Wall Reference Manual)? If so, what Factor of Safety for global stability should be used? | Soil nail walls shall be designed with a factor of safety for no less than the minimum recommended condition for overall stability according to FHWA-GEC-007. | 10/17/2024 1:18 PM |
| 24-2333 | 107 | Gallatin | Does the soil nail contractor have to have a licensed engineer on staff to complete the design of the soil nail wall and oversee construction? | See page 23 of the proposal—“Contractor shall have supervisors with a minimum of 5 years’ experience with soil nail projects and a Professional Engineer with 5 years’ experience in slope stabilization using soil nails. The professional engineer may be a third-party employee. Contractor must provide documentation meeting this qualification with the bid package. Contractor must have at least one supervisor per job site.” | 10/17/2024 1:18 PM |
| 24-2333 | 107 | Gallatin | Will different wall heights be allowed if determined acceptable by the soil nail contractors engineer of record? If so, how will the wall be paid? | The contractor will be paid for square footage installed. Should the engineer working for the contractor determine less square footage is required, only the square footage installed will be paid. | 10/17/2024 1:19 PM |
| 24-2333 | 107 | Gallatin | If the shoulder requires restoration, how much shoulder width beyond the fog line is required and should this be included in the cost of the soil nail wall? | The typical width to be restored beyond the fog line shall be two(2) feet, as determined by the Engineer. This cost shall be included in the bid item SOIL NAIL WALL. | 10/17/2024 1:19 PM |
| 24-2333 | 107 | Gallatin | What type of drainage systems should be incorporated into the soil nail wall? | The type of drainage is at the discretion of the engineer designing the soil nail wall. However, the drainage shall ensure that there is no hydrostatic pressure exerted on the completed soil nail wall causing the wall to not perform properly. | 10/17/2024 1:20 PM |
| 24-2333 | 107 | Gallatin | The pre-qualifications required are listed as J76. Is the prequalification code I67 (Gunite/Shotcrete) also required for the prime contractor since the scope includes placing shotcrete? | No, prequalification work type J76 is the only requirement for the prime contractor to bid. | 10/17/2024 1:20 PM |
| 24-2333 | 107 | Gallatin | Is a warranty required? | Yes. An addendum will be issued to cover warranty language. | 10/17/2024 1:21 PM |
| 24-2336 | 108 | Mason | Is the design of the soil nail wall the responsibility of the Contractor? | Yes, the design of the soil nail wall is the responsibility of the Contractor. See the following language on page 20 of the proposal— “The Contractor must submit drawings of how the Soil Nail Wall is to be constructed for approval by the Project Engineer. The submitted Soil Nail Wall Drawings must be approved by the Project Engineer before work is to begin.” | 10/17/2024 1:22 PM |
| 24-2336 | 108 | Mason | How will the Department determine if the Contractor is proposing a competent system in the bid? | Any contractor bidding on this work shall have the prequalification work type J76, in addition to having an engineer familiar with this work to do the design (see page 23 of the proposal). As detailed in the addendum, the soil nail wall shall have a warranty of five(5) years. | 10/17/2024 1:23 PM |
| 24-2336 | 108 | Mason | Will a technical proposal be required before the bid date? | A technical proposal will not be required prior to the bid. | 10/17/2024 1:23 PM |
| 24-2336 | 108 | Mason | Should the soil nail walls be designed in accordance with FHWA-GEC-007 (Soil Nail Wall Reference Manual)? If so, what Factor of Safety for global stability should be used? | Soil nail walls shall be designed with a factor of safety for no less than the minimum recommended condition for overall stability according to FHWA-GEC-007. | 10/17/2024 1:24 PM |
| 24-2336 | 108 | Mason | Does the soil nail contractor have to have a licensed engineer on staff to complete the design of the soil nail wall and oversee construction? | See page 23 of the proposal—“Contractor shall have supervisors with a minimum of 5 years’ experience with soil nail projects and a Professional Engineer with 5 years’ experience in slope stabilization using soil nails. The professional engineer may be a third-party employee. Contractor must provide documentation meeting this qualification with the bid package. Contractor must have at least one supervisor per job site.” | 10/17/2024 1:24 PM |
| 24-2336 | 108 | Mason | Will different wall heights be allowed if determined acceptable by the soil nail contractors engineer of record? If so, how will the wall be paid? | The contractor will be paid for square footage installed. Should the engineer working for the contractor determine less square footage is required, only the square footage installed will be paid. | 10/17/2024 1:25 PM |
| 24-2336 | 108 | Mason | If the shoulder requires restoration, how much shoulder width beyond the fog line is required and should this be included in the cost of the soil nail wall? | The typical width to be restored beyond the fog line shall be two(2) feet, as determined by the Engineer. This cost shall be included in the bid item SOIL NAIL WALL. | 10/17/2024 1:26 PM |
| 24-2336 | 108 | Mason | What type of drainage systems should be incorporated into the soil nail wall? | The type of drainage is at the discretion of the engineer designing the soil nail wall. However, the drainage shall ensure that there is no hydrostatic pressure exerted on the completed soil nail wall causing the wall to not perform properly. | 10/17/2024 1:26 PM |
| 24-2336 | 108 | Mason | The pre-qualifications required are listed as J76. Is the prequalification code I67 (Gunite/Shotcrete) also required for the prime contractor since the scope includes placing shotcrete? | No, prequalification work type J76 is the only requirement for the prime contractor to bid. | 10/17/2024 1:27 PM |
| 24-2336 | 108 | Mason | Is a warranty required? | Yes. An addendum will be issued to cover warranty language. | 10/17/2024 1:27 PM |
| 24-2335 | 110 | Union | Is the design of the soil nail wall the responsibility of the Contractor? | Yes, the design of the soil nail wall is the responsibility of the Contractor. See the following language on page 20 of the proposal— “The Contractor must submit drawings of how the Soil Nail Wall is to be constructed for approval by the Project Engineer. The submitted Soil Nail Wall Drawings must be approved by the Project Engineer before work is to begin.” | 10/17/2024 1:30 PM |
| 24-2335 | 110 | Union | How will the Department determine if the Contractor is proposing a competent system in the bid? | Any contractor bidding on this work shall have the prequalification work type J76, in addition to having an engineer familiar with this work to do the design (see page 23 of the proposal). As detailed in the addendum, the soil nail wall shall have a warranty of five(5) years. | 10/17/2024 1:30 PM |
| 24-2335 | 110 | Union | Will a technical proposal be required before the bid date? | A technical proposal will not be required prior to the bid. | 10/17/2024 1:31 PM |
| 24-2335 | 110 | Union | Should the soil nail walls be designed in accordance with FHWA-GEC-007 (Soil Nail Wall Reference Manual)? If so, what Factor of Safety for global stability should be used? | Soil nail walls shall be designed with a factor of safety for no less than the minimum recommended condition for overall stability according to FHWA-GEC-007. | 10/17/2024 1:31 PM |
| 24-2335 | 110 | Union | Does the soil nail contractor have to have a licensed engineer on staff to complete the design of the soil nail wall and oversee construction? | See page 23 of the proposal—“Contractor shall have supervisors with a minimum of 5 years’ experience with soil nail projects and a Professional Engineer with 5 years’ experience in slope stabilization using soil nails. The professional engineer may be a third-party employee. Contractor must provide documentation meeting this qualification with the bid package. Contractor must have at least one supervisor per job site.” | 10/17/2024 1:32 PM |
| 24-2335 | 110 | Union | Will different wall heights be allowed if determined acceptable by the soil nail contractors engineer of record? If so, how will the wall be paid? | The contractor will be paid for square footage installed. Should the engineer working for the contractor determine less square footage is required, only the square footage installed will be paid. | 10/17/2024 1:32 PM |
| 24-2335 | 110 | Union | If the shoulder requires restoration, how much shoulder width beyond the fog line is required and should this be included in the cost of the soil nail wall? | The typical width to be restored beyond the fog line shall be two(2) feet, as determined by the Engineer. This cost shall be included in the bid item SOIL NAIL WALL. | 10/17/2024 1:33 PM |
| 24-2335 | 110 | Union | What type of drainage systems should be incorporated into the soil nail wall? | The type of drainage is at the discretion of the engineer designing the soil nail wall. However, the drainage shall ensure that there is no hydrostatic pressure exerted on the completed soil nail wall causing the wall to not perform properly. | 10/17/2024 1:33 PM |
| 24-2335 | 110 | Union | The pre-qualifications required are listed as J76. Is the prequalification code I67 (Gunite/Shotcrete) also required for the prime contractor since the scope includes placing shotcrete? | No, prequalification work type J76 is the only requirement for the prime contractor to bid. | 10/17/2024 1:34 PM |
| 24-2335 | 110 | Union | Is a warranty required? | Yes. An addendum will be issued to cover warranty language. | 10/17/2024 1:34 PM |
| 24-2959 | 103 | Campbell | Concerning plan sheet S19, the remove portion of strut web has a dimension of 6 1/8 inch on the top side with an asterisk indicating “Approximate removal limits of strut web. Dimensions may be adjusted slightly as needed.” What if this is not wide enough to install the all thread rods and then slide the 4 ½ plate past the thread rods inside the “remove portion”? | The dimension in question on plan sheet S19 may require additional removal of the top lateral bracing web and the Department will accept up to 2” of additional cut back to facilitate the passing of the splice plates. If the additional cut back is done, the Contractor shall make up the design splice plate thickness with 3 – 1 ½” plates. | 10/17/2024 1:35 PM |
| 24-2959 | 103 | Campbell | Are the removal limits sufficient to perform the work required on plan sheet S12? | Yes, the removal limits should be sufficient to perform the operations as shown. | 10/17/2024 1:36 PM |
| 24-2957 | 111 | Grayson | What is bid item 0270 Mobilization for Concrete Surf Treatment for? | Please read the Special Note for Concrete Sealing beginning on page 21 of the proposal. | 10/18/2024 9:29 AM |
| 243107 | 404 | Bullitt | Do paving operations have to begin within 48 hours of milling edge keys?
| Yes. The requirement that paving operations begin within 48 hours of the commencement of milling operations including milling of edge keys.
| 10/18/2024 1:20 PM |
| 24-2997 | 409 | Bracken | Will a drawing with dimensions be provided for the bridge cleaning and concrete coating limits for the piers? | Yes. A drawing with more detailed limits for bridge cleaning and concrete coating is posted on Project Related Information. | 10/21/2024 11:28 AM |
| 24-2962 | 330 | Edmonson | The General Notes on plan sheet S2 states masonry coating is not required. However, there is a bid item for masonry coating. Can this be clarified? | Masonry coating is required. A revised 11x17 plan set is posted on Project Related Information. | 10/21/2024 11:35 AM |
| 24-2997 | 409 | Bracken | Is it the intent to jack, temporarily support and disassemble the bearings to complete the bearing lubrication? | No, only accessible areas will be lubricated. See Special Note for Preventive Maintenance for items addressing cleaning and lubricating bearings. | 10/21/2024 11:37 AM |
| 24-2957 | 111 | Grayson | Can the superstructure slab be poured in three phases with two horizontal construction joints? | Alternate pour sequences may be allowed and can be evaluated on a case-by-case basis after the Contractor submits their proposed pour sequence. | 10/21/2024 1:15 PM |
| 24-2997 | 409 | Bracken | Are the parapet walls on Mary Ingles Highway bridge to be part of the concrete coating limits?
| No. Only the end bent and pier caps below a joint as shown on the bridge drawings will receive bridge cleaning and concrete coatings. | 10/22/2024 11:48 AM |
| 24-2331 | 105 | Nelson | What are the terms of the warranty?
| Contrary to addendum #1, a warranty will not apply to the road platform stability. | 10/23/2024 9:14 AM |
| 24-2331 | 105 | Nelson | On page 23 of the proposal, in the “Soil Nails” section, it indicates that the Contractor must provide documentation meeting the soil nail qualification with the bid package. How is this to be submitted?
| Disregard the language in the proposal requiring this documentation be provided. The prequalification requirement will satisfy this. | 10/23/2024 9:14 AM |
| 24-2333 | 107 | Gallatin | What are the terms of the warranty?
| Contrary to addendum #1, a warranty will not apply to the road platform stability. | 10/23/2024 9:15 AM |
| 24-2333 | 107 | Gallatin | On page 23 of the proposal, in the “Soil Nails” section, it indicates that the Contractor must provide documentation meeting the soil nail qualification with the bid package. How is this to be submitted?
| Disregard the language in the proposal requiring this documentation be provided. The prequalification requirement will satisfy this. | 10/23/2024 9:15 AM |
| 24-2336 | 108 | Mason | What are the terms of the warranty?
| Contrary to addendum #1, a warranty will not apply to the road platform stability. | 10/23/2024 9:16 AM |
| 24-2336 | 108 | Mason | On page 23 of the proposal, in the “Soil Nails” section, it indicates that the Contractor must provide documentation meeting the soil nail qualification with the bid package. How is this to be submitted?
| Disregard the language in the proposal requiring this documentation be provided. The prequalification requirement will satisfy this. | 10/23/2024 9:17 AM |
| 24-2335 | 110 | Union | What are the terms of the warranty?
| Contrary to addendum #1, a warranty will not apply to the road platform stability. | 10/23/2024 9:18 AM |
| 24-2335 | 110 | Union | On page 23 of the proposal, in the “Soil Nails” section, it indicates that the Contractor must provide documentation meeting the soil nail qualification with the bid package. How is this to be submitted?
| Disregard the language in the proposal requiring this documentation be provided. The prequalification requirement will satisfy this.
| 10/23/2024 9:18 AM |
| 24-2997 | 409 | Bracken | Can a bid item for temporary barrier wall be added?
| No, temporary barrier wall will not be required.
| 10/23/2024 9:40 AM |
| 24-2962 | 330 | Edmonson | The Special Note for Embedded Galvanic Anodes Type 1A refers to installing galvanic anodes as shown in the plans. What plan sheet(s) are these shown?
| The Galvanic Anodes are shown on plan sheet S5. | 10/23/2024 9:41 AM |
| 24-1318 | 101 | Ohio | The plan sheets and cross sections appear to have conflicting opening widths and max opening elevations. Can clarification be provided?
| Please disregard opening widths and maximum opening elevations on the cross-section sheets for Hanley Creek, Little No Creek and No Creek. Refer to plan sheets for this information. | 10/23/2024 10:05 AM |
| 24-5366 | 100 | Harlan | Is the CSL testing considered a specialty service, or does it have to be done by a pre-qualified testing firm?
| The CSL testing is a specialty service that must be completed by a CSL Testing Firm as described in section 1 of the Special Note For Non-Destructive Testing of Drilled Shafts(addendum #2). | 10/23/2024 10:23 AM |
| 24-2959 | 103 | Campbell | Are additional traffic restrictions permissible for the engineering evaluation of the structural steel repairs?
| See Special Note for Traffic Control on Bridge Repair Contracts pages 24-26 of 131 for items addressing short-term lane closures.
| 10/23/2024 1:45 PM |
| 24-1015 | 109 | Pulaski | Cross Sections showing benches at varying elevations as moving up stations that will need to transition from one elevation to another between the provided cross sections ie. 1090’ up to 1095’. That transition is not shown. Is this a step up and what determines where that will take place?
| The bench at elevation 1090 at station 106+00 will gradually grade consistently upwards to elevation 1095 at station 111+00. | 10/23/2024 2:01 PM |
| 24-1015 | 109 | Pulaski | Will .dgn / .dwg Files or supplemental information files be provided to the successful contractor for this project?
| No. The files will not be provided.
| 10/23/2024 2:01 PM |
| 24-2997 | 409 | Bracken | Will a bid item be added to remove the guardrail and reinstall after curb repair is completed?
| All cost to remove and reinstall the guardrail, if needed, shall be incidental to REMOVE CONCRETE MASONRY. See Special Note for Bridge Curb Replacement. | 10/23/2024 2:05 PM |
| 24-2339 | 320 | Oldham | Can a pay item for Law Enforcement Officers be added?
| If a Law Enforcement Officer is deemed required by the Department, the Law Enforcement Officer will be paid for by supplemental agreement. | 10/23/2024 2:15 PM |
| 24-2959 | 103 | Campbell | Will the Department allow a variation to utilize Grade 50 plate in lieu of the Grade 70 plate?
| The bridge plate grades for this bridge shall be in accordance with the design plans. | 10/23/2024 2:56 PM |
