Kaufman County Sealed Solicitation
Title: Approximately 13,600 lf Rubblizing of Existing Concrete Pavement at Kaufman County Road 4106
Deadline: 9/24/2021 2:00 PM (UTC-06:00) Central Time (US & Canada)
Status:
Solicitation Number: 21-25
Description:
SCOPE OF WORK
– Vendor shall provide necessary labor, equipment, and supervision to
rubblize and compact approximately 13,000 l.f. of bare, 4”-6” PCC pavement. Rubblizing will be performed in accordance
with TxDOT Special Specification 3038 “Rubblizing Existing Concrete Pavement”,
Type II Rubblization.
Price shall include asphalt milling, as needed, removal and disposal of oversized pieces of rubblized pavement, traffic control and screening to protect vehicles from flying particles.
Alternate pricing may be provided by vendor with explanations of recommended changes from original Scope of Work.
Documents:
| Documents as of 8/27/2021 |
|---|
| 21-25 RFP.pdf |
Question 1
Posted: 8/27/2021
Question: What is the estimated cost range?
Response: $50,000 - $100,000
Question 2
Posted: 9/9/2021
Question: What type of a pavement structure will be going over the rubblized concrete?
Response: Chip seal
Question 3
Posted: 9/9/2021
Question: In our opinion the TXDOT rubblizing specification was developed for 8"-10" thick highway pavements. Being that CR 4106 is only 4"-6" thick, and depending on subsurface conditions, we believe that the pavement might not break down small enough to meet the specification. If this is the case is the owner going to allow larger sized pieces to provide adequate support for the new pavement structure? The term we use for this is "modified rubblization".
Response: Yes, the owner will consider modified rubblization. Please make such notes in your Proposal response.
Posted: 8/27/2021
Question: What is the estimated cost range?
Response: $50,000 - $100,000
Posted: 9/9/2021
Question: What type of a pavement structure will be going over the rubblized concrete?
Response: Chip seal
Posted: 9/9/2021
Question: In our opinion the TXDOT rubblizing specification was developed for 8"-10" thick highway pavements. Being that CR 4106 is only 4"-6" thick, and depending on subsurface conditions, we believe that the pavement might not break down small enough to meet the specification. If this is the case is the owner going to allow larger sized pieces to provide adequate support for the new pavement structure? The term we use for this is "modified rubblization".
Response: Yes, the owner will consider modified rubblization. Please make such notes in your Proposal response.