THE BENEFITS OF COLLABORATING WITH KEY SUBCONTRACTORS (GOOD STORY)

Answer this question honestly…..

Do you regularly take the cheapest tender/subcontract price, and hope that you can manage your way through the risk?

The temptation is always to take the cheapest price – then roll the dice and back yourself.  Is this a good idea when dealing with foundations and ground risk? Where there are so many variables at play, and most of them out of your control?  Once you’ve mobilised to site change becomes very slow and very very costly!

This is can be an even bigger risk in a tender scenario.  Each tenderer is trying to lower their price to win by tagging out of more and more risk items – effectively passing them on to the Client.

So why not involve a trusted and reliable specialist at an Early Contractor Involvement stage?  You may actually find it’s a “hedged bet” – where they can help you identify opportunities to save you money and identify the actual risks and putting mechanisms in place to prevent costs spiralling out skyward.

Good Story – The Opportunity

Piletech recently helped a prominent NZ Main Contractor who was engaged in an ECI project of their own. This Main Contractor advised their Client – “We want to bring Piletech on board now – to work with your designers”.

The results were huge, and here is a glimpse of the key Value Adds (or Customer Value Propositions) that Piletech have delivered through our early involvement:

• Local Experience: It counts for something when you’ve done jobs next door, and worked with the local designers and councils!
• Efficient Design WITH an Efficient Price:
  • Piletech’s inhouse designers understand the relationship between the geotechnical and the structural components to optimise design, and minimise the risk.
  • Our designers work closely with our estimators to check what gives the best price, and revise if necessary.
  • Knowing when to load test, and when it’s a waste of your clients’ money!
  • Advising what site investigations should be done to ensure the right design is chosen.
• Prompt PS1’s & PS2’s to quickly and easily navigate the consenting phase the first time.
• Stock and Procurement: Piletech can draw upon large pipe stocks, and manufacture off the critical path.  This means less delays, and protection from FOREX and steel fluctuation risks.
• The Right Piling Solution: screw piles were not only cost effective in this scenario, but there were an array of other factors that made us the silver bullet.  Speed of installation, noise and vibration, minimal deliveries, no dust, no spoil (asbestos was identified), amongst others.

The result:  We saved their client over $100k (~20%) on their original piling design, not to mention programme benefits and an array of headaches removed before we’d even set foot onsite.

It really begs the question why you’d go and get 3 prices for “competitive tension” right before the project is about to kick off, when you can engage the right partners in your ECI team and end up with a cheaper price, installed more quickly with less risk.


[See also THE BENEFITS OF COLLABORATING WITH KEY SUBCONTRACTORS (BAD STORY)]

HAMMERED??? WHY NOT SCREW? Part 2

HAMMERED??? WHY NOT SCREW?

by Rodney Appleby, New Business Manager

PART II: The stuff you can’t touch…

Often in the feasibility stage the pros and cons of bored piles vs timber piles vs UC piles vs pad foundation get weighed up and compared.  Ultimately, the decisions we make have to work on a technical level… and then be economically viable.

Piling can literally be as easy as drilling a hole and filling it with concrete! But the times it’s not that easy (as in 99% of the time), if you’ve not done your homework, and you chose the wrong technique, you will be riding the horse of pain off into a lonely sunset.

Let’s say you had decided driven UC piles were the way to go…  But did you consider screw piles? And why, or when, would a screw pile be your best option?

DESIGN: 

Are there tension loads?  With a UC – forget about it!  Screw piles can embed themselves into hard layers, and, with a big helix at the base, generate their capacity through end bearing.  This allows us to generate much higher loads, especially in tension.

End-bearing or skin friction?  UC’s have a very small area on which to bear, so it needs to be “rock solid”.  Skin friction as a means of generating capacity is less reliable and can require horrendously deep piles to achieve the desired loads, particularly if there are liquefiable layers. 

This is where a screw pile comes into it’s own!  Is there an intermediate hard layer? Often this layer may not be enough to provide adequate end bearing using a UC – but with a significantly larger bearing area that a large diameter helix offers – suddenly you may be able to halve the length of the piles – thereby reducing material cost as well as installation time.

And if the soil is absolute poop then think about multiple helices.  We’ve put up to five 900Æ helices on a pile shaft to help found our piles at a shallower level.  You can’t do that with a UC!

Screw piles = potential to found on intermediate layers = multiple helices = massive cost savings.

TESTING:

A typical driven UC specification will require a percentage of piles to be Pile Driver Analyser tested – otherwise known as PDA testing. This costs money and it takes time, and a lot of lazy contractors will tag out of it, stating they’ll check their pile capacities with the Hiley Formula…. see “rough guess for pile capacity calculation!”  The designer re-asserts PDA is required… see time delay… see variation.

Sometimes soils work in mysterious ways, and pile heave is not uncommon. Did you also make sure that the contractor re-hit his piles 24hrs after achieving the set? 

Screw piles can factor the cost of a static load test at the start of a project to give everyone certainty.  We also have strong correlations between the torque applied to a pile and it’s pile capacity.  Piletech record torque readings for every pile, which are reviewed by our Chartered Professional Engineers.

Screw pile testing is completed upfront or during the project without delays – no hidden extras.

NOISE & VIBRATION:

This really is a no brainer.  If you’re driving UC’s you’ll be hearing the “ping” for miles and feel the shudder beneath your feet…. This could not only result in complaints from neighbours but maybe even a few cracks pop up that the neighbour “never noticed in my house before”. Dilapidation surveys can cost around $1-2k per house. Hopefully the complaints don’t temporarily shut the site down.

Watch out the Contractor doesn’t charge extra to reduce noise because of a methodology change!

Is your project in a school? Kindergarten? Hospital? Oil & Gas? Screw piles are the pile of choice in the electricity world because vibration monitors placed on adjacent transformers don’t know we’re there! 

Screw piles = low noise = next to no vibration = no dilapidation surveys = no noise complaints = reduced risks to your project…. AND NO HEADACHES!

QUALITY:

Did you ever hear the story of a contractor who drove UC’sthat lost their verticality? the UC essentially followed a “U” shape, and came back up, across the road – and pushed up a car!!!  The ability to control inclination, correct it, and monitor it is not easy, nor cheap.

Conversely, our record screw pile is to a depth of 48m.  We’d go deeper – but we hit the hard stuff and didn’t need to.  We regularly go 40+ metres without issues.  The true-helix keeps the pile on course, and with an open pipe you can tell if our pile lost verticality.  Good luck with that on a UC!

Screw piles = better quality control.

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So hopefully by now you’re starting to get to thinking that you’ve got nothing to lose by asking Piletech to give a free Rough Order Cost to see if they’re within the ball park of your current bored pile design. 

FYI: Make sure you read “Hammered? Why Not Screw? Part I:The stuff you can touch…”

HAMMERED??? WHY NOT SCREW? Part 1

HAMMERED??? WHY NOT SCREW?

By Rodney Appleby, New Business Manager

PART I: The stuff you can see and touch.

Often in the feasibility stage the pros and cons of bored piles vs timber piles vs UC piles vs pad foundation get weighed up and compared.  Ultimately, the decisions we make have to work on a technical level… and then be economically viable.

Piling can literally be as easy as drilling a hole and filling it with concrete! But the times it’s not that easy (as in 99% of the time), if you’ve not done your homework, and you chose the wrong technique, you will be riding the horse of pain off into a lonely sunset.

Let’s say you had decided driven UC piles were the way to go…  But did you consider screw piles?  And why, or when, would a screw pile be a superior option?

MATERIALS: 

A pipe compared to UC’s ($/m) – it’s relatively similar. 

The key ingredient here is lead time!  If you’re doing a big job, to keep the costs down, you’ll have to order from China, Indonesia, Korea… wherever… but the Contractor will always tag a 3 month lead time before they can start.  If it’s a smaller job, then they might buy it from Fletcher EasySteel off the shelf, but then you’ll be paying a much higher rate.

Technically, the same thing applies to screw pile pipe…. unless you’re Piletech… Piletech holds between $2M-$3M worth of stock (both pipe and plate) in our yards so that we can turn on a dime, and get your project started – whilst keeping costs low because we bought in bulk some time ago.

Piletech Screw piles = less lead time + cost savings.

BIGGER PLANT = BIGGER $$$: 

For small piles the plant will be similar.  But deeper piles with larger loads require larger drop hammers and leader frames, or vibro-hammers, and a crawler crane.  This means:

·         More upfront costs – as crawler cranes cost between $10k-$30k to mobilise,

·         Take 1 day to mobilise and 1 day to demobilise,

·         Cost around $2-4k per day more than typical screw piling plant, (considering all site plant and labour).

·         Reduce the area available on site, so no room to “swing the arms” safely, and thus…..

·         Piling productivity will drop. We regularly install 10-20 piles a day to 24m, and would estimate being 20-30% quicker than similar length driven UC’s.

o   Note: each day more = another $2-4k the client will have to pay for.

Cranes and leaders typically costs more per day than screw piling, with more “one-off” costs.

THE FOOTPRINT

Crawler cranes and leaders?  On a small site even turning becomes an issue.

Screw piling plant is smaller, quicker, nimbler, easier, and safer!!!

ENVIRONMENTAL & TMP:

Often contractors will pre-drill a starter hole to help stand the UC’s upright.  If so, make sure you’ve allowed to handle the spoil, and cart it off site.  Erosion and sediment control is a major with wet surfaces.  It gets tracked out on to the road, and into drains. Silt fences, wheel washing (man + waterblaster), and traffic management all cost more money.

Contaminated spoil… new Work Safe H&S rules state the client, consultant and contractor need to be actively managing this. Tip fees, additional PPE, handling, cartage all cost more money.

If you don’t manage these the council shut your site down, with fines and even convictions!

Screw piles = no spoil = no ground water = no silt controls = no potential environmental incident.

Screw piles = no spoil = no unforeseen contamination variations = no H&S incidents.

Screw piles = less trucks + no spoil = no wheel-washing = less TMP $$ & no potential incident

CONNECTION DETAILS:

Another potential hidden killer.  Piling contractors often tag out of cutting the piles to height, and then welding nelson studs, or top plates on.  At $200-$500 per pile – this will chew a hole in your profit if not allowed for. 

Screw piles typically have a few bits of rebar coming out of the pile which are concreted in.  No sweat, and allowed for in our costs.

Make sure you allow for connection costs when comparing apples and pears.

So hopefully by now you’re starting to get to thinking that you’ve got nothing to lose by asking Piletech to give a free Rough Order Cost to see if they’re within the ball park of my driven UC pile design. 

Tune in soon for “Hammered? Why not Screw? Part II:  The stuff you can’t touch...”