SITUATION $1$: Using the following information, compute the quantities of work items for concretingSITUATION $1$: Using the following information, compute the quantities of work items for concreting

and formworks of a reinforced concrete structure having a design strength of $3500$ PSI as shown in

Addendum A$.$ Exclude pilferage factor.

SPECIFICATIONS:

CONCRETE PROPORTIONS

Table $32.$x: Concrele hoporbons

How many $40-$kgs bags of cement is needed for reinforced concreting columns?

How many cubic meters of wash sand is needed for the reinforced concrete beam?

What is the total volume of water having a water$/$cement ratio of $0\mathrm{.}53?$

What is the total bd$.$ft of $2^{\text{'}\text{'}}{2}^{\text{'}\text{'}}$ formworks and shoring for beams if the quantity of forms per unit

area is $25\mathrm{.}65bdf\frac{t}{s}q.m?$

How many cubic meters of $\frac{3}{4^{\text{'}\text{'}}}$ gravel is needed for reinforced concreting footings?

How many $20mm{4}^{\text{'}}{8}^{\text{'}}$ phenolic plywood is needed for slab formworks?

How many $kg.$ of $4d$ common nails is needed for $4^{**}$ slab formworks and shoring if the quantity of

common nails per board foot is $\mathrm{.}00568?$

ADDENDUM A

and formworks of a reinforced concrete structure having a design strength of $3500$ PSI as shown in

Addendum A$.$ Exclude pilferage factor.

SPECIFICATIONS:

CONCRETE PROPORTIONS

Iable $3\mathrm{.}2.$ Concrele hoportions

How many $40-$kgs bags of cement is needed for reinforced concreting columns?

How many cubic meters of wash sand is needed for the reinforced concrete beam?

What is the total volume of water having a water$/$cement ratio of $0\mathrm{.}53?$

What is the total bd$.$ft of $2^{\text{'}\text{'}}{2}^{\text{'}\text{'}}$ formworks and shoring for beams if the quantity of forms per unit

area is $25\mathrm{.}65bdf\frac{t}{s}q*m?$

How many cubic meters of $\frac{3}{4^{?}}$ gravel is needed for reinforced concreting footings?

How many $20mm{4}^{\text{'}}{8}^{\text{'}}$ phenolic plywood is needed for slab formworks?

How many $kg.$ of $4d$ common nails is needed for $4^{\text{'}\text{'}}$ slab formworks and shoring if the quantity of

common nails per board foot is $\mathrm{.}00568?$