I’m a civil/environmental engineer who works for a public water and sewer utility. As part of my job I replace water and sewer mains. Following installation, we have to restore the road by paving. I have restored many millions of dollars of roads for state and municipal governments.
So there are a couple things going on here. If you’re doing any kind of excavation, like a water or sewer main installation, you have to backfill with the proper material in specified lift thicknesses. Then you have to do compaction tests on the backfilled material. We then typically pave with 2-4” of temporary pavement. The reason for the temporary pavement is because the best compaction you’re going to achieve at the time of installation is about 95%. If we were to pave right away, you would inevitably get settlement in the trench. So the owners of the roads (i.e. state or municipal governments) typically require us to wait 90 days before doing final paving.
After the settlement period, we have to re-excavate the trench down to the bottom of the required final asphalt thickness and repave in lifts. This might be as much as 9 inches of asphalt for final trench pavement. Sometimes it also includes restoring concrete road base (with rebar and dowels).
For a major roadway like a state highway, they then typically also require us to mill down and pave at least a lane, and sometimes curb to curb across the entire roadway. This typically consists of milling down 2 inches and repaving the required width so that there is no visible trench.
No “oil“ is required between asphalt lifts. No idea what you’re talking about there. The thicker the lift of asphalt, the harder it is to get it to cool in a timely manner as well as getting the required compaction. Plus the owner of the roadway likely has a max allowable lift thickness. Max thickness is typically 3 or 4 inches at a time. If they’re putting down multiple lifts at the same time, you don’t need to do anything special, but if a lift is left for longer than 24 hours, then you need to apply “tack coat,” which is a sticky asphaltic liquid that is sprayed onto the lower lift to help the lifts (i.e. layers) of asphalt adhere together. This is applied immediately before paving. You wouldn’t want anybody to drive on the tack coat. It would make a mess.
As for your timing question, companies typically use a dedicated subcontractor for milling operations so sometimes the milling may happen before the pavers can get out there. All government contracts include a time limit to finish the work. If they don’t finish in time, they’ll be assessed liquidated damages.
There’s not typically any penalty for starting and stopping the work as long as they make consistent progress. If a contractor disappears for weeks, we can direct them to proceed, and it will be reflected in their evaluation. And of course some contractors are better than others, but we are always required to award the contract to the lowest (i.e. cheapest) qualified bidder in a formal bidding process.
Again, we are required to award contracts to the lowest qualified bidder, and we give them a time limit to complete the work. Awarding a contract to the “most politically connected” bidder is strictly illegal. IME, these rules are strictly followed at my agency.