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Viewing inquiries for 04-4J89U4
Submit new inquiry for this projectInquiry #1: Can you confirm the LED Luminaire Roadway Type for the new luminaires to be furnished, located on E-18/19 and E-24/25?
Inquiry submitted 05/01/2023
Response #1:Submitted for consideration.
Response posted 05/01/2023
Response #2:Please bid according to plans. All existing LED luminaire types are listed in the table, “POLE AND EQUIPMENT SCHEDULE”.
Response posted 05/03/2023
Inquiry #2: Please confirm if concurrent stationary closures in the same direction of travel must be spaced no closer than 2 miles or 5 miles apart? ? There is conflicting information in the spec section.
Inquiry submitted 05/02/2023
Response #1:Submitted for consideration.
Response posted 05/03/2023
Response #2:Please see Addendum #2, Section 12-4.02C(7) is replaced, the 3rd paragraph in section 12-4.04C(7)(b) of the SSPs is stricken.
Response posted 06/19/2023
Inquiry #3: Does Caltrans anticipate need of adjusting any utilities, manhole covers, valve boxes and covers, etc? If yes, under which bid items will it be paid?
Inquiry submitted 05/03/2023
Response #1:Submitted for consideration.
Response posted 05/03/2023
Response #2: Please bid according to plans. No adjustments are required for work within the pavement sections. For section within sidewalk area, adjustments are to be performed by others/owner during construction as noted in the Special Provision, Section 5-1.36C(3). Otherwise, adjustment of pull boxes are paid for under related electrical items.
Response posted 05/03/2023
Response #3:Both the pavement and the sidewalk area are shown to require the utility facilities to be adjusted. The adjustment to grade of the facility in the roadway section is associated with concrete work shown on the C-sheets. Adjustments are to be performed by others/owners during construction. Within the area, this will require coordination with the owners as noted in Section 5-1.36C(3). For pull boxes shown on the E-sheets, work is to be performed by the Contractor, unless noted, and will be paid for under the respective electrical Bid Items 81, 82, 83, 84, 85 (codes 870800, 872131, 872133, 015188, & 872138 respectively).
Response posted 06/20/2023
Inquiry #4: Is SWPPP or WPCP plan preparation required ? If yes, which bid item is it paid under?
Inquiry submitted 05/03/2023
Response #1:Submitted for consideration.
Response posted 05/03/2023
Response #2:Refer to added Bid Item 87 (code 130200), PREPARE WATER POLLUTION CONTROL PROGRAM, in the Bid Item List, in Addendum No. 2.
Response posted 06/19/2023
Inquiry #5: Sheets C-103 thru C-134 show a proposed concrete section of .5' but not proposed AB section. Please provide AB section under walk, curb/gutter and driveway.
Inquiry submitted 05/11/2023
Response #1:Submitted for consideration.
Response posted 05/11/2023
Response #2: Please bid according to plans. Existing AB underneath sidewalk, driveway, and curb are to remain.
Response posted 05/15/2023
Response #3:Please refer to Addendum No. 4, note No. 2 added to Sheet C-103, "PLACE 0.5' CL 2 AB UNDER MINOR CONCRETE AT SIDEWALKS AND DRIVEWAYS."
Response posted 07/03/2023
Inquiry #6: Special Provisions Section 12-4.02C(7)(b), paragraph two states, "Concurrent stationary closures in the same direction of travel must be spaced no closer than 2 miles apart." Paragraph 3 states, "Concurrent stationary closures in the same direction of travel must be spaced no closer than 5 miles apart."
Please clarify if the spacing is no closer than 2 miles or 5 miles.
Inquiry submitted 05/12/2023
Response #1:submitted for consideration.
Response posted 05/12/2023
Response #2:Please refer to the response to Bidder Inquiry No. 2. See Addendum No. 2.
Response posted 06/19/2023
Inquiry #7: regarding bid inquiry #5, why does your quantity sheet show base rock along with the concrete quantity? Please clarify where that base rock goes and provide a detail.
regarding bid inquiry #3 adjusting of utilities, all other agencies, including district 5 caltrans has an item to lower manholes/valves, and raise manholes valves. This project we will figure to work around and pave over the top of them or are the owners of those utilities going to make the pre and post adjustment to paving? Please clarify.
Inquiry submitted 05/17/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/17/2023
Response #2:Regarding "base rock" or Cl 2 AB, please refer to the updated response to Bidder Inquiry No. 5 and Addendum No. 4. For "adjusting of utilities" or lowering and raising of utilities, please refer to Bidder Inquiry No. 21 and bid according to the plans and specifications.
Response posted 07/03/2023
Inquiry #8: To assist with bidding our traffic control and flagging needed to mill/pave through the major intersections, can you provide road closure information for them. Intersections like rte 237, Phyllis and Calderon Ave's, Castro St, Shoreline Blvd., El Monte, San Antonio Rd, Pagemill, etc.
Inquiry submitted 05/18/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/18/2023
Response #2:See Addendum 4 and bid according to the plans. Unless lane closure charts are provided, local streets are to remain open. Coordinate with the Cities for city street closures. Proposed detours are provided as part of the replaced Information Handout in Addendum 4. Special Provisions, Section 2-1.06B have been replaced to reflect this update. Proposed detours have not been reviewed by the Cities.
Response posted 07/03/2023
Inquiry #9: What is the bird-nesting season for this project?
Inquiry submitted 05/18/2023
Response #1:This inquiry has been received and submitted for consideration.
Response posted 05/18/2023
Response #2:Please bid according to the plans and specifications. Please refer to Standard Specification 14-6.03B “Bird Protection”. The Department anticipates nesting or attempted nesting from February 1 to September 30.
Response posted 05/24/2023
Inquiry #10: bid item 48, pre/post contruction survey, the bid quantity is 6 ea, there are approximately 120 hc ramps. Please clarify what 6 ea covers, we have to get a licensed surveyor to give us a quote, does not make sense.
Inquiry submitted 05/18/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/19/2023
Response #2:Please bid according to plans. Curb ramp locations requiring pre/post construction surveys are identified in the quantity tables on the Summary of Quantities sheets, Q-1 thru Q-4.
Response posted 05/24/2023
Inquiry #11: Does the Pavement Smoothness spec section apply to this project?
Inquiry submitted 05/18/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/19/2023
Response #2:Please bid according to specifications. Section 36-3 Pavement Smoothness of the standard specification applies.
Response posted 05/24/2023
Inquiry #12: What are lane closure restrictions on lateral city streets? How many consecutive streets can be closed fully or partially, simultaneously and for which hours?
Inquiry submitted 05/19/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/19/2023
Response #2:Unless lane closure charts are provided, local streets are to remain open. Coordinate with the Cities for city street closures. Refer to Addendum No. 2, notes added in the replaced Section 12-4.02C(3)(k), Lane Closure Charts No. K1 and K2. For suggested street closures, refer to Bidder Inquiry No.8.
Response posted 07/03/2023
Inquiry #13: It appears on Layout Sheet No. 20 at Sta 1249+00 that a driveway is indicated to be replaced within Sidewalk Location No. 13, please clarify whether or not that driveway has to be replaced? Is this Driveway Location No. 01, since I can't locate it on the layout sheets?
Inquiry submitted 05/21/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/22/2023
Response #2:Please bid according to plans. Driveway near Sta 1249+00 (Driveway No. 1) is to be replaced. For details, refer to Construction Details, C-110.
Response posted 05/23/2023
Inquiry #14: Are any existing tree well elements or tree grates anticipated to be removed as part of new grate installation or sidewalk removal? If yes, which items is the tree grate removal paid under?
Inquiry submitted 05/23/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/23/2023
Response #2:See Addendum No. 2, added Bid Item No. 88 (code 015667) REMOVE TREE GRATE.
Response posted 06/19/2023
Inquiry #15: Special Provisions, Section 5-1.36C(3) provides a table of Utility Relocation and Contractor-Arranged Time for the Relocations. The table references the Utility Plans Sheets (U) where relocation is to take place. However, the Utility Plan Sheets do not provide any callouts or details. What is the extent of utility relocations work by others and where will the work take place on the project? Is the referenced relocation work in the roadway, in the sidewalk or a combination of both?
Inquiry submitted 05/25/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/25/2023
Response #2:"ADJUST TO GRADE..." utility facilities are called out in the CONSTRUCTION DETAILS Sheets. Section 5-1.36C(3) and the UTILITY PLAN Sheets can be used to identifying the owners of the utility facility when not named in the callout. Both the roadway and the sidewalk are shown to have utility facilities adjusted. The adjustment to grade of the facility in the roadway section is due to the concrete work. For work to be completed by the contractor, refer to the E- Sheets. See BI #3 for additional information.
Response posted 06/21/2023
Inquiry #16: As section 36-3 Pavement Smoothness applies to this project, can the Inertial Profiler Data of the existing pavement surface be provided? The Contractor will need to determine the level of effort and cost to improve the smoothness of the roadway.
Inquiry submitted 05/25/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/25/2023
Response #2:Please see the following link for smoothness data.
http://website.dot.ca.gov/dist4/construction/contracts/04-4J89U4/SR-82-roughness%20index.pdf
Response posted 06/14/2023
Inquiry #17: Does the existing asphalt contain paving fabric?
Inquiry submitted 05/25/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/25/2023
Response #2:Please bid according to plans. Existing asphalt does not contain paving fabric.
Response posted 05/29/2023
Inquiry #18: “ARB production consists of proportioning:
The preblended liquids. Combine with the proportioned scrap tire rubber and high natural rubber simultaneously and mix for the specified time at specified temperatures.
The method and equipment for combining liquid and dry ingredients must enable the resident engineer to readily determine compliance with proportioning requirements for each material and the completed ARB. The district weights and measures coordinator (WMC) must approve all required equipment before use.”
In order to meet the OCT 2022 MPQP Manual Update publication, simultaneously mixing both rubber types require the rubber blending plant to have (2) rubber hoppers. One hopper would proportion the scrap tire rubber and the second hopper would proportion the High Natural Rubber. Without the presence of a second hopper, the data collection component of the required MPQP reporting does not align with the latest MPQP update.
On 4/3/2023 and 4/7/2023, District 4 WM’s approved a single hopper Asphalt Rubber Blending Plant setup at (2) separate locations within D4. This can be confirmed via the Weights and Measures Certified Material Plant List available on CDOT’s website. CDOT has responded in previous D4 pre-bid bidder inquiries that they would be enforcing the approved Oct 2022 MPQP Manual Update. The approval of the single hopper plant on 4/3 and 4/7 directly contradicts previous pre-bid responses and the OCT 2022 MPQP Manual update language. The guidance previously provided is causing confusion amongst AR Binder Suppliers and Hot Mix Facilities. This is potentially allowing an unfair bidding environment to exist and thrive as Dual Hopper Plants have twice the maintenance/calibration costs. Will D4 Weights and Measures continue to allow Single Hopper Asphalt Rubber Plants to operate within District limits? Please advise.
Inquiry submitted 05/30/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/30/2023
Response #2:Currently, HQ continues to recommend that the Districts keep certifying both single- and double- hopper plant setups as before.
Response posted 06/19/2023
Inquiry #19: Sheet Q5 calls for 3,115.6 TN of HMA Type A for replacing asphalt to be including in the Hot Mix Asphalt Bid Item. Where is the removal of existing to be paid?
Inquiry submitted 05/31/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 05/31/2023
Response #2:See Addendum No. 4, new Bid Item No. 92 "Replace Asphalt Concrete Surfacing" added to Bid Item List and sheet Q-5 revised to reflect the new Bid Item. For work shown as "Replace Asphalt Concrete Surfacing" on the layout sheets, removal is included as part of the Bid Item. Refer to Standard Specification, Section 39-3.02.
Response posted 07/03/2023
Inquiry #20: Which bid item is the removal of AC surfacing for Structural Section # 4 paid under? Is it incidental to Bid Item 28, Hot Mix Asphalt?
Inquiry submitted 05/31/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/01/2023
Response #2:Please refer to the response to Bidder Inquiry No. 19.
Response posted 07/03/2023
Inquiry #21: The contract provisions do not have bid items for adjusting and lower/raise existing utilities (MH, water valves, monuments, etc.). Please include these bid items so that all bidders can bid the same scope. Other Agencies and Caltrans have included similar bid items on other projects. For example, CT District 4 has similar bid items on Contract 04-1W9404 and 04-2K7104. Not lowering and raising these utilities will negatively impact quality and smoothness of the finished pavement surface.
Inquiry submitted 06/01/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/01/2023
Response #2:A bid item to "lower and raise frame and cover" is not included in the bid item list because it was determined that the lowering and raising of the utility facility were not required with the structural section being proposed. Note, per Section 36-3.01(D)(3)(b), using an inertial profiler to measure the smoothness are excluded in certain area, as listed, and should be measured with a 12-foot straightedge.
Response posted 06/19/2023
Inquiry #22: Can you please provide a detail for the spall repairs.
Inquiry submitted 06/01/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/01/2023
Response #2:Please refer to Standard Specifications section 41-4 and Standard Plans sheet P6.
Response posted 06/20/2023
Inquiry #23: Project Specification 10-1.03 Time Constraints states "No construction activity is allowed from post mile 22.1 to post mile 24.1 from August 1, 2023 to September 30, 2024". Are these dates correct?
If correct, does the State intend to complete these 2 miles of the project before August 2023 or after September 2024?
Inquiry submitted 06/01/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/01/2023
Response #2:Yes, the time constraint window is correct. Construction activities within the post mile limit may be completed either before or after the dates shown. Construction activities are anticipated to be completed after Sept 30, 2024.
Response posted 06/20/2023
Inquiry #24: For Bid Item 40 - 12" RCP the quantity states 68LF of 12" RCP, which equals the quantity on the Drainage Summary Quantity, however the Drainage Profile equals 28LF for the 12" RCP. Please clarify which is the correct quantity.
Inquiry submitted 06/02/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/02/2023
Response #2:Please note, Drainage sheets D-1 and DQ-1 have been replaced and D-2 has been added, see Addendum No. 2. The quantities in Bid Items 37,40,41,42, (codes 510094, 650010, 710132, & 710150, respectively) have been revised.
Response posted 06/20/2023
Inquiry #25: Several of the Construction Detail Sheets indicate to raise what appear to be water valves but do not clarify whether it is to be completed by the Contractor or by others, for example on Sheets C-26, C-45, C-70, and etc. Can the State indicate who is responsible for this item of work, if the Contractor is to raise the valves, please provide a pay item.
Inquiry submitted 06/02/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/02/2023
Response #2:Please bid according to the plans. Most utility facilities, such as water valves, are to be adjusted to grade by the owners of the facility during construction. The contractor will notify and coordinate the work with the owner per Section 5-1.36C(3). Where the owners are not identified, the U-sheets can be used to determine ownership of the utility facilities. Additional utility facilities related to the Electrical work may be found on the E- sheets. Refer to BI #3 for additional detail.
Response posted 06/20/2023
Inquiry #26: Contruction Detail Sheet No. 78 does not have a cross section for the curb ramp work, please provide.
Inquiry submitted 06/02/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/02/2023
Response #2:Please note that C-78 has been revised to include a cross section, per Addendum 2.
Response posted 06/20/2023
Inquiry #27: Are the control charts K1 and K2 applicable for concrete flatwork as well? Will it be allowed to reduce the outside lane to 11' or 12' width during day time to allow space for construction of the curb and gutter / HMA plug?
Inquiry submitted 06/02/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:The K1 and K2 Lane Requirement Charts can be used for concrete flatwork. The outside lane may be reduced to 11' or 12' where room permits or as determined by the Engineer and where permitted by the city.
Response posted 06/20/2023
Inquiry #28: Are traffic loops required to be installed in the roadway post RHMA overlay? If yes, which bid item will it be paid under?
Inquiry submitted 06/02/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:No, the loops are to be installed prior to the placement of last or single lift.
Response posted 06/20/2023
Inquiry #29: Spec # 15 mentions address for hauling salvaged material. What items are to be salvaged on this job?
Inquiry submitted 06/02/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:There is 1 city electrolier that is to be removed and salvaged as part of the Pedestrian Hybrid Beacon System, Location 1, at SR82 and Crestview Dr. See Sheet E-101 for remove and salvage equipment, symbol RS within a square.
Response posted 06/20/2023
Inquiry #30: Is the removal of concrete curb and gutter quantity duplicated with the Remove Concrete bid item?
Inquiry submitted 06/03/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:Refer to replaced Sheet Q-1 and removed Bid Item No. 0047 (Item Code 731840), in Addendum No. 2.
Response posted 06/20/2023
Inquiry #31: Does the Roadway Ex quantity include HMA removal along gutter pan and dirt removal for flatwork construction?
Inquiry submitted 06/04/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:See Addendum No. 2, Bid Item List revised quantity for Bid Item No. 22, Roadway Excavation, and replaced Summary of Quantities sheets (Q-1 to Q-5) with revised quantity table.
Response posted 07/03/2023
Inquiry #32: Will Caltrans provide Arborist to provide guidance on tree and root pruning? Or the contractor should provide outside arborist?
Inquiry submitted 06/04/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:No, Caltrans will not provide and arborist.
Response posted 06/20/2023
Inquiry #33: Are the removed pedestrian barricades to be installed back or contractor to furnish new? If new, please provide details.
Inquiry submitted 06/04/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:The pedestrian barricades are new and paid under Bid Item 39 (code 568062). For detail, please refer to Std Plan ES-7Q.
Response posted 06/20/2023
Inquiry #34: Typical section shows existing thickness of concrete pavement 0.58' PCC+1' AB; new ISR section shows 0.73' RSC. The bid quantity does not reflect 0.73' thickness of RSC. Are we removing and adding AB? or the new section thickness is incorrect? Please clarify.
Inquiry submitted 06/04/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:Please see Addendum 2, replaced project plan sheet 2 (X-1). Refer to revised detail for pavement structural section No. 5.
Response posted 06/21/2023
Inquiry #35: Per the District's Response to Inquiry 5, "Please bid according to plans. Existing AB underneath sidewalk, driveway, and curb are to remain." The Q Sheets show quantity for both AB and roadway ex. Will the Q sheets and Bid Items be revised to reflect this?
Inquiry submitted 06/05/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:Refer to updated response to Bidder Inquiry No.5. Quantities are included therefore no changes to quantities were made.
Response posted 07/03/2023
Inquiry #36: Please verify minor concrete quantities for Bid Items 44 and 45. The quantities seem off from the work shown on plans.
Inquiry submitted 06/05/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/05/2023
Response #2:Please see Addendum No. 2 and No. 4 for updated quantities. Bid Item No. 89 (Item Code 731504), MINOR CONCRETE (CURB AND GUTTER) quantity added and revised.
Response posted 07/03/2023
Inquiry #37: There is no detail for the Retaining Curbs on the ramps, Should I follow Caltrans A1-6? or which dimensions?
Inquiry submitted 06/05/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/06/2023
Response #2:Please use detail from the Standard Plans, A88A.
Response posted 06/21/2023
Inquiry #38: There appears to be several unanswered questions, which we assume an Addendum will be issued responding to these questions. Should an Addendum be issued postponing the bid date please avoid June 29th as the bid date. There are several major State and other agency bids already set for that date.
Inquiry submitted 06/15/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/15/2023
Response #2:Please see Addendum 3 and be aware the bid open date is now 7/13/2023.
Response posted 06/26/2023
Inquiry #39: In response to Inquiry #16. The smoothness data provided is from 2021 and East Bound Lane 1 is missing. The condition of the road has changed in the last 2 years with new construction and 2 years of traffic. Can current smoothness data be provided that includes all lanes?
Inquiry submitted 06/19/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/19/2023
Response #2:Please bid according to the specifications. 2022/2023 smoothness data is not available. Please refer to Standard Specification, Section 39-2.01A(4)(i)(iii)(A) if the MRI results varies from the MRI provided by the Department at the time of advertisement. Locations where smoothness data is not provided is because of exclusions under Section 36-3.01D(3)(b) Smoothness Measurement.
Response posted 07/03/2023
Inquiry #40: Your notes show that there are 2 addenda, there are no files to download for addendum 2? What is going on with this project?
Inquiry submitted 06/19/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/19/2023
Response #2:Addenda 1, 2, 3, & 4 are currently downloadable. See Contractor's Corner at https://ppmoe.dot.ca.gov/des/oe/weekly-ads/oe-project.php?q=04-4J89U4
Response posted 07/03/2023
Inquiry #41: I see the hourly LD's for opening the road to traffic. What are the daily LD's for completion of the project?
Inquiry submitted 06/19/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/19/2023
Response #2:See the 2022 Standard Specifications, Section 8-1.10 LIQUIDATED DAMAGES for the liquidated damages after the expiration on working days.
Response posted 06/22/2023
Inquiry #42: 1. Addendum #2 Deleted Bid Item #47 "Remove Concrete (Curb and Gutter). Then how is Caltrans intent to pay for the removal of the existing curb and gutter? Please clarify.
2. Addendum #2, Bid Item #89 quantity appears to be duplicated quantity with bid item #44? Please clarify.
Inquiry submitted 06/19/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/19/2023
Response #2:-
1. Please bid according to the plans, Bid Item No. 47, REMOVE CONCRETE (CURB AND GUTTER) is included in the estimated quantity for Bid Item No. 19, REMOVE CONCRETE (CY). Therefore, estimated quantity for Bid Item No. 47 is redundant.
2. Please bid according to the plans.
Response posted 07/03/2023
Inquiry #43: GRAND TOTAL for the Minor Concrete (Curb and Gutter) is 216.85 CY. However, the sub-totals are 100.45 (Q-1) + 64.39 (Q-2) + 52.01 (Q-3) + 313.74 (Q-4) = 530.59 CY vs 216.85 CY
Inquiry submitted 06/21/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/21/2023
Response #2:Please refer to Addendum No. 4, replaced sheet 333 (Q-4), GRAND TOTAL for MINOR CONCRETE (CURB AND GUTTER) has been revised.
Response posted 07/03/2023
Inquiry #44: Following up Response to Inquiry #27 -
The response is vague. Per closure charts K1 and K2 contractor is only allowed lane closures during night time hours. Please clarify if contractor will be allowed to reduce lane #3 for concrete remove and replacement work during daytime hours (eg, 7 am to 4 pm).
Inquiry submitted 06/21/2023
Response #1:The inquiry has been received and submitted for consideration.
Response posted 06/21/2023
Response #2:Please bid according to the plans and specifications. Lanes may be reduced. However, if street parking is available adjacent to the far-right lane (lane #3), coordination with the Cities is required.
Response posted 07/03/2023
The information provided in the responses to bidder inquiries is not a waiver of Section 2-1.07, "JOB SITE AND DOCUMENT EXAMINATION" of the Standard Specifications or any other provision of the contract, nor to excuse the contractor from full compliance with the contract. Bidders are cautioned that subsequent responses or contract addenda may change a previous response.