Viewing inquiries for 06-0M8204

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Inquiry #1: Is section 19-5.03B (95% compaction to a depth of 2.5' below finished grade for the travel way plus 3 feet) applicable to this project? In particular, will it be required where the existing asphalt is to be removed but the existing base rock is to remain undisturbed (as shown on typical cross sections for locations 3,5 & 6, sheets x-1 and x-2)?
Inquiry submitted 07/30/2014

Response #1:
Submitted for consideration.
Response posted 07/30/2014


Response #2:
Yes, Section 19-5.03B, "Relative Compaction (95 Percent)," of the Standard Specifications is applicable. Please bid in accordance with the contract documents.
Response posted 08/01/2014




Inquiry #2: Sheet x-1, typical cross section for location 1 (Abbey Ave) shows the concrete barrier to placed at an elevation below that of the adjacent road section. However, the supplemental cross sections provided show the concrete barrier to be placed near existing grade. Which is correct?
Inquiry submitted 07/30/2014

Response #1:
Submitted for consideration.
Response posted 07/30/2014


Response #2:
The offset between the surfaces to the left and right of the Concrete Barrier Type 60C varies. Plan Sheet X-1 shows a generalized cross section only. Each supplemental cross section shows the cross section of the barrier at that particular station. Please refer to Standard Plan No. A76A for details of Concrete Barrier Type 60C.
Response posted 08/01/2014




Inquiry #3: Section 83-2.02E Alternative Crash Cushion System calls for two (2) types of crash cushion Type A and Type B, however plans doesn't show which one is Type A and Type B, please clarify. Thanks
Inquiry submitted 07/31/2014

Response #1:
Submitted for consideration.
Response posted 07/31/2014


Response #2:
Refer to Addendum No. 3, dated August 8, 2014.
Response posted 08/11/2014




Inquiry #4: At Location 4 (Shaw Ave) on the Summary of Quantities Sheet (Q-1), under "Roadway Quantities", it shows Imported Borrow of 45 CY. However in the Cross Sections provided, it does not show any areas that the imported borrow is required. Please clarify.
Inquiry submitted 08/18/2014

Response #1:
Submitted for consideration.
Response posted 08/19/2014




Inquiry #5: On the plans, at Locations 3, 5 & 6, it shows to remove and replace 0.5' Minor HMA. However, in the Summary of Quantities, roadway quantities it does not show any quantitites to remove. Please clarify.
Inquiry submitted 08/19/2014

Response #1:
Submitted for consideration.
Response posted 08/19/2014






The information provided in the responses to bidder inquiries is not a waiver of Section 2-1.03, “Examination of Plans, Specifications, Contract, and Site of Work,” 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.