House Constuction [Merged]

[maxpedition]

Guys quick question. Is there really a surety bond to be paid to DPWH for altering the top of their drainage into a ramp?

They're asking for what seems like 20-30% of the cost of the drainage section as a surety bond. Non refundable daw. 1st time I've heard of a bond that's non refundable.

Did this drainage in front of your house? So why you need ramp?

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[Wh1stl3r]

Did this drainage in front of your house? So why you need ramp?

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It's for a commercial property along the highway bro. Ok na. Talked to the right person already. Seems someone just wanted to make a quick buck. Thanks

[maxpedition]

It's for a commercial property along the highway bro. Ok na. Talked to the right person already. Seems someone just wanted to make a quick buck. Thanks

You can submit a written letter of request address to the DE in your place. Alam mo naman DPWH kailangan in papers lahat. Nice to hear naayos mo na. [emoji106]

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[StockEngine]

It's for a commercial property along the highway bro. Ok na. Talked to the right person already. Seems someone just wanted to make a quick buck. Thanks

meron pang percentage na nalalaman lol. glad you got it sorted fast

[Wh1stl3r]

You can submit a written letter of request address to the DE in your place. Alam mo naman DPWH kailangan in papers lahat. Nice to hear naayos mo na. [emoji106]

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meron pang percentage na nalalaman lol. glad you got it sorted fast

Thanks guys. I read the DO and it checked out naman. Kinda bummed that cash bonds aren't accepted anymore but at least the final quote for the bond was a lot lower.

First quote was a multiple of the amount indicated in the DO though. Hmmmmm

Anyway am glad that's over and done with.

[papi smith]

Hi again masters, inabutan ko yung workers doing the beam with rebars placed at the middle of both sides, pinaalis ko Ang had it placed at the top and bottom as the plan calls for 3 16mm for top and bottom. I just want to know if may silbi ba talaga ung nilagay nila na side bars, I searched the internet and all beams call for top and bottom rebars only. The foreman I got kasi doesn't know how to read plans and if I don't guide them, they will do things the way they were accustomed to

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[travajante]

Hi again masters, inabutan ko yung workers doing the beam with rebars placed at the middle of both sides, pinaalis ko Ang had it placed at the top and bottom as the plan calls for 3 16mm for top and bottom. I just want to know if may silbi ba talaga ung nilagay nila na side bars, I searched the internet and all beams call for top and bottom rebars only. The foreman I got kasi doesn't know how to read plans and if I don't guide them, they will do things the way they were accustomed to

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Yes, in conventional applications, top & bottom beam bars handle the tensile stresses transmitted from vertical loads. Concrete alone can't handle tension. If a beam were designed to resist horizontal flexural or torsional stresses, then you'll need em where your crew initially placed em.

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[papi smith]

Sir Travs, I guess it was not a consideration, as the plan calls for just top and bottom bars, with extra bars for some beams. Thank you.

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[travajante]

Sir Travs, I guess it was not a consideration, as the plan calls for just top and bottom bars, with extra bars for some beams. Thank you.

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You exercised good judgement by following the plans, papi sir![emoji106]

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[papi smith]

Question again Sirs, we decided to use drywall as room divisions, are these sturdy enough? Sabi kasi ng foreman, I need to use wood instead of metal for frames para daw di uuga. I was thinking if this is true or di lang sya marunong mag latag Ng metal frame

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