For the end plates; it 'looks' like you need item 3, 4, and 5. I can't tell if item 3 (the actual end plate) comes as a pair or if you need two? For $222.54; I would home that is both ends, but I would call and/or email to confirm if I were you.
Agree with all points 100%You're welcome. Some call them 3-way blades and sometimes 6-way because they obviously move to both sides.
There are a few videos. Here is one:
His blade would work a lot better if he had an end caps on the ends of the blade. Without them he is losing too much material into the field.... and it won't do snow at all without end caps.
Another major difference is that our old RB3572 - and all the old blades - have a taller & thicker blade and are at least twice the weight & more heavily built. Pulling an offset 3pt implement can put a heavy load on the blade. You want something heavy built. When the end in the ground hits a rock or root, it might throw you sideways a moment, and you want it NOT to BEND. In the video, he gets away with a lighter blade in a manicured field. But your driveway looks like tougher going. Weight only helps. 30 hp is plenty.
Blow up the photos on the spreadsheet in message #99 and look at how heavy those little six foot long 3-way blades in that sheet are built and reinforced. That is what you want. Extra heavy built.
My bet is you will find one on the used market & may have to scrounge or fabricate the accessory caps and such. Some of the best 3-way back blades had replaceable bushings.
Luck,
rScotty
I think your costs are way high. About 3 years ago I had 1000’ of my road reconstructed. Several belly dump loads of rock, road grader, water truck, and rolled. A little over $7k. Distance to the rock pit is a variable cost factor for sure.I would 'guess' we are talking right around $40,000 to hire it done.
So, if we wanted to break this down as a bid job, I'm looking at approx $27,000 in Material; $6400 in a dozer/operator; $3000 mobilization; $1600 for a vibratory roller; or $38,000 cost; now, 18.75% profit; we end up at a contract price of $45,175. That's a Lot of money for a driveway that our OP has successfully used for years; when we can add some base material in areas, dress it up, do some water control, and all; for $4500 or so.
I think your costs are way high. About 3 years ago I had 1000’ of my road reconstructed. Several belly dump loads of rock, road grader, water truck, and rolled. A little over $7k. Distance to the rock pit is a variable cost factor for sure.
Well, I had 4” of road base 15’ wide x 1000’. But two factors: no dozer was used, just a grader, roller, and water truck. It only took about 10 hours. And the the rock pit was only 7 miles away. I’m guessing a lot depends on how much road reconstruction and shaping is needed. In my case, that section of road needed to be elevated, but the grader operator was able to pull enough dirt from the ditches so no soil material was needed. We did install one 20” steel culvert.Well, he's 3000 LF, x 10 ft wide, that gives you 660-680 tons of material, and at his quoted prices, that's $12,500 in just rock; then I figured 40 total operator hours, machine price, mobilization, ect. Maybe a bid price could get down to $25,000 at the absolute lowest, and that wouldn't include pipe. Any contractor who is going to bring out something in the D5 size dozer is going to need mobilzation built into his price. Profit; frankly, 18.75% on top of material and labor is fair. If you want to get technical, depending on how the rock mine writes their bills, you could have sales tax (7% locally) on top of that $12,500.
Honestly, if you can get 4" of roadbase hauled, placed, finished and rolled, 1000lf long,x10ft wide, for $7500; that's an amazing deal.
As an example; @Lineman North Florida not asking for a bid; but what sounds reasonable for a 3000 lf drive, 10 ft wide, haul, place and finish, 4" of limerock roadbase, including mobilization? I'm thinking $10/sy at the extreme low end; but probably closer to $12.50/sy or maybe more?