19AQMM20R0173 Questions - Answers.pdf

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Tactical Training EIC Honduras
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19AQMM20R0173
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# Questions Answers

#1

SCOPE SUMMARY, PRELIMINARY CONSTRUCTION WORK States:

“Preliminary work includes the demolition of the concrete floor and minor excavation according to structural drawings in order to build the respective foundations for the main structure of the tactical area.” Please confirm that demolition of concrete floor and minor excavation is to be done only over the area of isolated footings location, or is all flooring to be replaced

The demolition is going to be realized in the Foundation area if Flooring Damage is realized the Floor must be redone with a Thickness of 15 cm.

#2 DRAWING AD-00 Shows exterior area 521, and interior area 301

Please confirm if this areas are part of the scope of work.

The Project is only taking place in the Area 800, Tactical Training Area

#3

Specifications for CONCRETE FLOOR State: “Concrete floor will be completed in all areas where it has been demolished for excavation. The finished floor level must match the current floor level. This floor will be constructed with concrete of 210kg/cm2 of resistance in a thickness no less than 15 cm. The floor finish will match the finish of the existing floor. Provide isolation joints at all columns.”

Base Quantity, Pricing Matrix Deliverable 01, Main Structure States: “Concrete Surface Reinforced with #2

Bar@15cm both ways , thickness=10cm, F'c =210 kg/cm2” Please clarify the thickness of the concrete floor, as stated by Specs, or as stated by Pricing Matrix

Specifications for CONCRETE FLOOR State: “Concrete floor will be completed in all areas where it has been demolished for excavation. The finished floor level must match the current floor level. This floor will be constructed with concrete of 210kg/cm2 of resistance in a thickness no less than 15 cm.

Other Concrete Flooring must have the 10 cm Thickness as the Price Matrix Detail expresses.

#4

DRAWING S-03, DET 1 Isolated Footing Z-1 details Concrete floor 4000 psi (280 kg/cm²) Base Quantity, Pricing Matrix Deliverable 01, Main Structure States: “Concrete Surface Reinforced with #2 Bar@15cm both ways , thickness=10cm, F'c =210 kg/cm2

Please Clarify de F’c resistance of concrete required as stated by Specs, or as stated by Pricing Matrix

The Z-1 DRAWING S-03, DET 1 Isolated Footing Z-1 details Concrete floor 4000 psi (280 kg/cm²)

Shall be considered, as shown aswell in the Price Matrix

#5

DRAWING S-02, Elevation axis D’ Shows a top concrete beam 0.10 x 0.15 om CMU wall, and a top window and door concrete beam 0.15 x 0.15 on CMU walls

Base Quantity, Pricing Matrix Deliverable 01, Constructive Elements, depicts “Supporting beam of

0.15x0.20, 4 #3 bars, reinforcement ring @2 @15 cm, F'c=210 kg/cm2 Please clarify de type and dimensions of beam required.

The Supporting Concrete beam is 0.15x 0.15cm con CMU wall shall be considered as the S-02 details.

#6

“The contractor shall build a simulated bathroom, which will not be usable as a functioning bathroom. Toilet, sink, and other bathroom components will be provided and installed by the Contractor but without potable water pipe or sewage”.

Please clarify which other bathroom components are required.

The Bathroom must contain accesories in order to imitate the area, Inseide accesories of the Toilet and

Sink additionally Towel bars, Toilet paper accesory, The finisihing of the area must Imitate a

Complete Bathroom without considering the Running Water.

File details come from the government source that posted it. Updated .