Bidder Inquiries

Sign In | Create Account

Viewing inquiries for 04-4H2104

Submit new inquiry for this project


Inquiry #1: Bid item #8 "Temporary Crash Cushion Module'. The standard Caltrans specification section 12-3.22 says that these are sand filled barrels. Does Caltrans want sand filled barrels at all 19 locations?
Inquiry submitted 12/21/2017

Response #1:Submitted for consideration.
Response posted 12/21/2017




Inquiry #2: Bid Item #12 "Temp fiber Roll" @ 15,200 LF. The plans do not show where this fiber roll is to be installed. Is it one long run of 15,200 LF of is it 30 individual runs of 500 LF each? Since it is such a large quantity please give us some guidance as to the scope of this work.
Inquiry submitted 12/21/2017

Response #1:Submitted for consideration.
Response posted 12/21/2017


Response #2:Fiber rolls are to be placed on slopes exceeding 10% (downwards) in areas adjacent to shoulder backing placement, guardrail removal, and excavations for concrete barrier transitions.
Response posted 12/29/2017




Inquiry #3: Bid Item #46 "Crash Cushions, Sand Filled" - 4 each. Is this item for four sand barrels or four sand barrels arrays? Please provide more detail for this item.
Inquiry submitted 12/21/2017

Response #1:Submitted for consideration.
Response posted 12/29/2017




Inquiry #4: Bid Item #49 "Remove Crash Cushions" - 4 each. Is this item for four sand barrels, four sand barrels arrays, or some other type of system? Please provide more detail for this item.
Inquiry submitted 12/21/2017

Response #1:Submitted for consideration.
Response posted 12/29/2017




Inquiry #5: Bid Item #49 "Remove Crash Cushions" - 4 each. Plan sheet Q-4 has a summary for sand filled crash cushion modules. Plan sheet C-17 shows "Remove Crash Cushions" at PM 44.32. This location is not on the summary on sheet Q-4. Is this an error or is the bid quantity 5 each?
Inquiry submitted 12/21/2017

Response #1:Submitted for consideration.
Response posted 12/29/2017




Inquiry #6: Reference Bid Item #8, Temporary Crash Cushion Module. Please provide details at each location that indicates which type of crash cushion array is to be installed.

Reference Bid Item #46, Crash Cushion Module, Sand Filled. Please provide details at each location that indicates which type of crash cushion array is to be installed.

Inquiry submitted 01/09/2018

Response #1:Submitted for consideration.
Response posted 01/10/2018




Inquiry #7: Reference Bid Item #33, Grind Existing Concrete Pavement. We can find no details that describe this scope of work and how it is to be performed. Please provide all details necessary to construct this scope of work.
Inquiry submitted 01/09/2018

Response #1:Submitted for consideration.
Response posted 01/10/2018


Response #2:On Sheet X-4, the Typical Cross Section for PM R46.3/R47.8 indicates Grind Existing Concrete Pavement

Construction Detail Sheets C-25, C-27 to C-29 delineate the area of Grind Existing Concrete Pavement as per the legend shown on Sheet C-1 (mislabeled as Profile Grind PCC Pavement)

Refer to Section 42-3 of the Standard Specifications as well as the Revised Standard Specifications

Response posted 01/10/2018




Inquiry #8: Reference Revised Std Plan RSP A87B. The various dike types on RSP A87B are all shown sitting on asphalt. This differs from cross sections X-1 thru X-5 which shows the existing dikes sitting on dirt.
Question #1 - Are the existing dikes sitting on dirt or asphalt?
Question #2 - If the existing dikes are sitting on asphalt, is the existing asphalt to be removed during ac grinding and replaced during RHMA overlay?

Question #3 - If the existing dikes are sitting on dirt, is the dirt to be removed and replaced during RHMA overlay?

Inquiry submitted 01/11/2018

Response #1:Submitted for consideration.
Response posted 01/12/2018


Response #2:1) Existing dikes are on asphalt.
2) Yes, the existing asphalt should be removed and replaced.
3) Though existing dikes are on asphalt, the specified replacement dikes may be wider at the base than the existing, therefore causing a need to excavate a wider area to accommodate the new dike as well as placement new asphalt in this wider area.
Response posted 01/18/2018




Inquiry #9: Reference Bid Item #32, Cold Plane AC Pavement, and Bid Item #23, Rubber Hot Mix Asphalt. Is it required to pave back whatever area you have ground out by the end of the same shift? If so, where is this stated?
Inquiry submitted 01/11/2018

Response #1:Submitted for consideration.
Response posted 01/12/2018




Inquiry #10: According to typical cross sections sheet X-2 (plan page 3) Harvey Way (PM 42.03 to PM 42.13) shows that structural section #2 is to be built; however this contradicts with structural section #1 shown to be placed in the same area. Please specify which structural section takes precedence.
Inquiry submitted 01/11/2018

Response #1:Submitted for consideration.
Response posted 01/12/2018


Response #2:Structural section 1 is to be used over the entire area, except for failed sections (i.e., with alligator cracking) identified by the Engineer where section 2 is to be used.
Response posted 01/16/2018




Inquiry #11: According to typical cross section X-2 (plan page 3), Route 1 from PM 41.3 to PM 42.9 shows structural section #2 on the inside shoulders; however, it seems that the structural section should be "existing " structural section #3 instead of the "new" structural section #2. Please specify if these are correct.
Inquiry submitted 01/11/2018

Response #1:Submitted for consideration.
Response posted 01/12/2018


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.


Contracting Information

Statewide Alerts and Other Information