Koala Corp

Cement  

Procedures: 

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1) Buyer or Broker fills out the detailed RFQ (Request For Quote) form found below "including" buyer's USD (United States Dollars) Target Price and submits. Please note: Koala Corp will "not" respond to a submitted RFQ inquiry unless a USD Target Price has been defined.

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2) Koala Corp responds within 72 hours with an accurate soft quote valid for 7 business days.

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3) Buyer accepts price quoted and submits a newly dated (no older then 3 business days), "non" binding, Letter of Intent (LOI) with full Top 25 World Banking coordinates (Issuing or Confirming Bank) including permission for Seller's soft probe to verify the authenticity of the inquiry, as well as permission to contact Buyer's Top 25 World Bank to verify the Buyer's good standing and credit worthiness.

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4) Seller issues a binding Formal Corporate Offer (FCO) or Draft Contract directly to Buyer to begin negotiations to find amicable terms both principals find favorable.

  

Koala Corp supplies Cement directly from some of the largest producers in the world. We offer the following specifications from the Caribbean, Colombia, Costa Rica, Croatia, Dominican Republic, Egypt, Germany, Indonesia, Lativa, Malaysia, Mexico, Nicaragua, Panama, Philippines, Poland, Puerto Rico, Spain, Thailand, United Kingdom, United States and Venezuela .

Portland Cement  is a general purpose packed cement which complies with the requirements of BS EN 196-1, BS EN 197-1 CEM 1 and ASTM C-150

Properties:

a) Grey Colour.

b) Consistent strength meeting all the conformity criteria in BS EN 196-1 and BS EN 197-1.

c) Compatible with admixtures such as air-entraining agents and workability aids, with cement replacement materials such as fly ash and ground granualted blastfurnace slag and with pigments. Trial mixes are recommended to determine the optimum mix proportions.

 Typical properties

   

 Surface area

(m²/kg)

290 to 390

 Setting time - initial

(minutes)

80 to 200

 BS EN 196-1 Mortar- compressive strength

      2 day

      7 day

      28 day

 

(N/mm²)

(N/mm²)

(N/mm²)

 

21 to 31

40 to 50

52 to 62

 Apparant particle density

(kg/m³)

3080 to 3180

 Bulk density

(kg/m³)

Aerated

Settled

 

1000 to 1300

1300 to 1450

 Colour

Y value

27.5 to 37.5

 Sulfate

SO3(%)

2.5 to 3.5

 Chloride

CI (%)

Less than 0.03

 Alkali

Eq Na2O (%)

0.40 to 0.85

 Tricalcium Silicate

C3S (%)

40.0 to 60.0

 Dicalcium Silicate

C2S (%)

12.5 to 30.0

 Tricalcium Aluminate

C3A (%)

7.0 to 12.0

 Tetracalcium Aluminoferrite

C4AF (%)

6.0 to 10.0

Ordinary Portland cement is predominantly compounds of calcium silicate and calcium aluminate with a small proportion of gypsum. It is produced by buring or sintering, at a temperature in excess of 1400°C, a finely ground mixture of raw materials which contain predominantly calcium carbonate, aluminium oxide, silica and iron oxide. The cooled clinker formed is ground under controlled conditions with the addition of typically 5% gypsum.

Availability:

1) Portland Cement is available in ASTM C150: Type I, Type II, Type III, Type IV, Type V, Type IA, Type IIA, and Type IIIA or EN 197-1: CEM I, CEM II, CEM III, CEM IV and CEM V.

2) Portland Cement is available in 25 kg or 50 kg bags. We can also supply in 1.2 MT or 2.5 MT Jumbo/Super Bags.

3) Portland Cement can be supplied on pallets, 1.2 x 1.0m, 10 bags per layer, 6 layers high. Weight 1.5 tonnes per pallet.

4) We also supply Clinker.

Frequently Asked Questions

What is the difference between cement and concrete?

Although the terms cement and concrete often are used interchangeably, cement is actually an ingredient of concrete. Concrete is basically a mixture of aggregates and paste. The aggregates are sand and gravel or crushed stone; the paste is water and portland cement. Concrete gets stronger as it gets older. Portland cement is not a brand name, but the generic term for the type of cement used in virtually all concrete, just as stainless is a type of steel and sterling a type of silver. Cement comprises from 10 to 15 percent of the concrete mix, by volume. Through a process called hydration, the cement and water harden and bind the aggregates into a rocklike mass. This hardening process continues for years meaning that concrete gets stronger as it gets older. So, there is no such thing as a cement sidewalk, or a cement mixer; the proper terms are concrete sidewalk and concrete mixer.

How is portland cement made?

Materials that contain appropriate amounts of calcium compounds, silica, alumina and iron oxide are crushed and screened and placed in a rotating cement kiln. Ingredients used in this process are typically materials such as limestone, marl, shale, iron ore, clay, and fly ash. The kiln resembles a large horizontal pipe with a diameter of 10 to 15 feet (3 to 4.1 meters) and a length of 300 feet (90 meters) or more. One end is raised slightly. The raw mix is placed in the high end and as the kiln rotates the materials move slowly toward the lower end. Flame jets are at the lower end and all the materials in the kiln are heated to high temperatures that range between 2700 and 3000 Fahrenheit (1480 and 1650 Celsius). This high heat drives off, or calcines, the chemically combined water and carbon dioxide from the raw materials and forms new compounds (tricalcium silicate, dicalcium silicate, tricalcium aluminate and tetracalcium aluminoferrite). For each ton of material that goes into the feed end of the kiln, two thirds of a ton the comes out the discharge end, called clinker. This clinker is in the form of marble sized pellets. The clinker is very finely ground to produce portland cement. A small amount of gypsum is added during the grinding process to control the cement's set or rate of hardening.

What does it mean to "cure" concrete?

Curing is one of the most important steps in concrete construction, because proper curing greatly increases concrete strength and durability. Concrete hardens as a result of hydration: the chemical reaction between cement and water. However, hydration occurs only if water is available and if the concrete's temperature stays within a suitable range. During the curing period-from five to seven days after placement for conventional concrete-the concrete surface needs to be kept moist to permit the hydration process. new concrete can be wet with soaking hoses, sprinklers or covered with wet burlap, or can be coated with commercially available curing compounds, which seal in moisture.

Can it be too hot or too cold to place new concrete?

Temperature extremes make it difficult to properly cure concrete. On hot days, too much water is lost by evaporation from newly placed concrete. If the temperature drops too close to freezing, hydration slows to nearly a standstill. Under these conditions, concrete ceases to gain strength and other desirable properties. In general, the temperature of new concrete should not be allowed to fall below 50 Fahrenheit (10 Celsius) during the curing period.

What is air-entrained concrete?

Air-entrained concrete contains billions of microscopic air cells per cubic foot. These air pockets relieve internal pressure on the concrete by providing tiny chambers for water to expand into when it freezes. Air-entrained concrete is produced through the use of air-entraining portland cement, or by the introduction of air-entraining agents, under careful engineering supervision as the concrete is mixed on the job. The amount of entrained air is usually between 4 percent and 7 percent of the volume of the concrete, but may be varied as required by special conditions.

What are recommended mix proportions for good concrete?

Good concrete can be obtained by using a wide variety of mix proportions if proper mix design procedures are used. A good general rule to use is the rule of 6's:

  • A minimum cement content of 6 bags per cubic yard of concrete,
  • A maximum water content of 6 gallons per bag of cement,
  • A curing period (keeping concrete moist) a minimum of 6 days, and
  • An air content of 6 percent (if concrete will be subject to freezing and thawing).

Why does concrete crack? 

Concrete, like all other materials, will slightly change in volume when it dries out. In typical concrete this change amounts to about 500 millionths. Translated into dimensions-this is about 1/16 of an inch in 10 feet (.4 cm in 3 meters). The reason that contractors put joints in concrete pavements and floors is to allow the concrete to crack in a neat, straight line at the joint when the volume of the concrete changes due to shrinkage. 

Why test concrete? 

Concrete is tested to ensure that the material that was specified and bought is the same material delivered to the job site. There are a dozen different test methods for freshly mixed concrete and at least another dozen tests for hardened concrete, not including test methods unique to organizations like the Army Corps of Engineers, the Federal Highway Administration, and state departments of transportation.

What are the most common tests for fresh concrete? 

Slump, air content, unit weight and compressive strength tests are the most common tests.

  • Slump is a measure of consistency, or relative ability of the concrete to flow. If the concrete can't flow because the consistency or slump is too low, there are potential problems with proper consolidation. If the concrete won't stop flowing because the slump is too high, there are potential problems with mortar loss through the formwork, excessive formwork pressures, finishing delays and segregation.
  • Air content measures the total air content in a sample of fresh concrete, but does not indicate what the final in-place air content will be, because a certain amount of air is lost in transportation, consolidating, placement and finishing. Three field tests are widely specified: the pressure meter and volumetric method are ASTM standards and the Chace Indicator is an AASHTO procedure.
  • Unit weight measures the weight of a known volume of fresh concrete.
  • Compressive strength is tested by pouring cylinders of fresh concrete and measuring the force needed to break the concrete cylinders at proscribed intervals as they harden. According to Building Code Requirements for Reinforced Concrete (ACI 318), as long as no single test is more than 500 psi below the design strength and the average of three consecutive tests equals or exceed the design strength then the concrete is acceptable. If the strength tests don't meet these criteria, steps must be taken to raise the average.

How can you tell if you're getting the amount of concrete you're paying for? 

The real indicator is the yield, or the actual volume produced based on the actual batch quantities of cement, water and aggregates. The unit weight test can be used to determine the yield of a sample of the ready mixed concrete as delivered. It's a simple calculation that requires the unit weight of all materials batched. The total weight information may be shown on the delivery ticket or it can be provided by the producer. Many concrete producers actually over yield by about 1/2 percent to make sure they aren't short-changing their customers. But other producers may not even realize that a mix designed for one cubic yard might only produce 26.5 cubic feet or 98 percent of what they designed.  

Why do concrete surfaces flake and spall? 

Concrete surfaces can flake or spall for one or more of the following reasons:

  • In areas of the country that are subjected to freezing and thawing the concrete should be air-entrained to resist flaking and scaling of the surface. If air-entrained concrete is not used, there will be subsequent damage to the surface.
  • The water/cement ratio should be as low as possible to improve durability of the surface. Too much water in the mix will produce a weaker, less durable concrete that will contribute to early flaking and spalling of the surface.
  • The finishing operations should not begin until the water sheen on the surface is gone and excess bleed water on the surface has had a chance to evaporate. If this excess water is worked into the concrete because the finishing operations are begun too soon, the concrete on the surface will have too high a water content and will be weaker and less durable.

Will concrete harden under water? 

Portland cement is a hydraulic cement which means that it sets and hardens due to a chemical reaction with water. Consequently, it will harden under water.

What does 28 -day strength mean? 

Concrete hardens and gains strength as it hydrates. The hydration process continues over a long period of time. It happens rapidly at first and slows down as time goes by. To measure the ultimate strength of concrete would require a wait of several years. This would be impractical, so a time period of 28 days was selected by specification writing authorities as the age that all concrete should be tested. At this age, a substantial percentage of the hydration has taken place. 

What is 3,000 pound concrete? 

It is concrete that is strong enough to carry a compressive stress of 3,000 psi (20.7 MPa) at 28 days. Concrete may be specified at other strengths as well. Conventional concrete has strengths of 7,000 psi or less; concrete with strengths between 7,000 and 14,500 psi is considered high-strength concrete.

How do you control the strength of concrete? 

The easiest way to add strength is to add cement. The factor that most predominantly influences concrete strength is the ratio of water to cement in the cement paste that binds the aggregates together. The higher this ratio is, the weaker the concrete will be and vice versa. Every desirable physical property that you can measure will be adversely effected by adding more water. 

How do you remove stains from concrete? 

Stains can be removed from concrete with dry or mechanical methods, or by wet methods using chemical or water. Common dry methods include sandblasting, flame cleaning and shotblasting, grinding, scabbing, planing and scouring. Steel-wire brushes should be used with care because they can leave metal particles on the surface that later may rust and stain the concrete. Wet methods involve the application of water or specific chemicals according to the nature of the stain. The chemical treatment either dissolves the staining substance so it can be blotted up from the surface of the concrete or bleaches the staining substance so it will not show. To remove blood stains, for example, wet the stains with water and cover them with a layer of sodium peroxide powder; let stand for a few minutes, rinse with water and scrub vigorously. Follow with the application of a 5 percent solution of vinegar to neutralize any remaining sodium peroxide. 

What are the decorative finishes that can be applied to concrete surfaces? 

Color may be added to concrete by adding pigments-before or after concrete is place-and using white cement rather than conventional gray cement, by using chemical stains, or by exposing colorful aggregates at the surface. Textured finishes can vary from a smooth polish to the roughness of gravel. Geometric patterns can be scored, stamped, rolled, or inlaid into the concrete to resemble stone, brick or tile paving. Other interesting patterns are obtained by using divider strips (commonly redwood) to form panels of various sizes and shapes ­ rectangular, square, circular or diamond. Special techniques are available to make concrete slip-resistant and sparkling.

How do you protect a concrete surface from aggressive materials like acids? 

Many materials have no effect on concrete. However, there are some aggressive materials, such as most acids, that can have a deteriorating effect on concrete. The first line of defense against chemical attack is to use quality concrete with maximum chemical resistance, followed by the application of protective treatments to keep corrosive substances from contacting the concrete. Principles and practices that improve the chemical resistance of concrete include using a low water-cement ratio, selecting a suitable cement type (such as sulfate-resistant cement to prevent sulfate attack), using suitable aggregates, water and air entrainment. A large number of chemical formulations are available as sealers and coatings to protect concrete from a variety of environments; detailed recommendations should be requested from manufacturers, formulators or material suppliers. 

Is there a universal international specification for portland cement? 

Each country has its own standard for portland cement, so there is no universal international standard. The United States uses the specification prepared by the American Society for Testing and Materials-ASTM C-150 Standard Specification for Portland Cement. There are a few other countries that also have adopted this as their standard, however, there are countless other specifications. Unfortunately, they do not use the same criteria for measuring properties and defining physical characteristics so they are virtually "non-translatable." The European Cement Association located in Brussels, Belgium, publishes a book titled "Cement Standards of the World."            

What is alkali-silica reactivity (ASR)? 

Alkali-silica reactivity is an expansive reaction between reactive forms of silica in aggregates and potassium and sodium alkalis, mostly from cement, but also from aggregates, pozzolans, admixtures and mixing water. External sources of alkali from soil, deicers and industrial processes can also contribute to reactivity. The reaction forms an alkali-silica gel that swells as it draws water from the surrounding cement paste, thereby inducing pressure, expansion and cracking of the aggregate and surrounding paste. This often results in map-pattern cracks, sometimes referred to as alligator pattern cracking. ASR can be avoided through 1) proper aggregate selection, 2) use of blended cements, 3) use of proper pozzolanic materials and 4) contaminant-free mixing water. 

Are there different types of portland cement? 

Though all portland cement is basically the same, eight types of cement are manufactured to meet different physical and chemical requirements for specific applications:

  • Type I is a general purpose portland cement suitable for most uses.
  • Type II is used for structures in water or soil containing moderate amounts of sulfate, or when heat build-up is a concern.
  • Type III cement provides high strength at an early state, usually in a week or less.
  • Type IV moderates heat generated by hydration that is used for massive concrete structures such as dams.
  • Type V cement resists chemical attack by soil and water high in sulfates.
  • Types IA, IIA and IIIA are cements used to make air-entrained concrete. They have the same properties as types I, II, and III, except that they have small quantities of air-entrained materials combined with them.

White portland cement is made from raw materials containing little or no iron or manganese, the substances that give conventional cement its gray color.

 

RFQ (Request For Quote)

Koala Corp is DIRECT to many of the world’s most credible and reputable suppliers who sell to many trademark enterprises. If you are familiar with the Portland Cement Market, then you know that prices fluctuate daily, and that prices depend upon many variable factors. We cannot give quotes without knowing these many variable details of the buyer's desired terms and conditions. Please take the time to fill out all the required fields below for an accurate soft quote. Koala Corp will respond with a soft price within 72 hours. The buyer will then have 7 banking days from soft quoted price to accept and submit a newly dated, "non" binding, Letter of Intent (LOI) with full Top 25 World Banking coordinates (Issuing or Confirming Bank) including permission for Seller's soft probe to verify the authenticity of the LOI, as well as permission to contact Buyer's Top 25 World Bank to verify the Buyer's good standing and credit worthiness. Paperwork must be in the verbiage and format as per the LOI sample template Koala Corp will send with the soft price quote. Paperwork submitted in any other verbiage and/or format will delay your proposed transaction until it is corrected.

Please note: Large quantity orders may need additional Port Berths based on the buyer’s receiving port, shipping schedule, and required metric tons per month. Discharge Rates per day must be confirmed by the buyer before submitting a RFQ. Port/Berth(s) must be geared and suitable for discharge by receiving port’s discharge equipment. Seller is responsible only for vessel(s) arriving at Discharge Port/Berth(s) meeting all Port/Berth(s) restrictions and compliances for vessel(s) at the Port of Destination . Buyer should confirm with their nominated Port Authority the restrictions and discharge rates per day prior to contacting Koala Corp, as additional Berths may be deemed necessary to meet shipping schedules and time frames. In addition to discharge rate per day, lighting should also be confirmed with nominated Port Authority. Should Vessel(s) be unable to discharge at nominated Port / Berth(s), as well as any lighting required shall be solely at buyer’s time, risk, and expense. We thank you in advance for your attention herein. 

* Koala Corp offers the most transparent terms in the Portland Cement market. We will allow Cement Manufacturing Plant visits to all proven financially capable buyers after signing an annual contract (12,500 metric tons per month) and prior to buyer opening a financial instrument. This will also include a first hand look at our supply chain infrastructure. Buyer may also return to site to view their cement being loaded. We feel these transparent terms allow our valued customers to purchase with confidence. For Spot contracts, we allow buyer to be present at Port of Loading .

Please note: Koala Corp does NOT participate in Foreign Tender Bids. Minimum Order requirement = 12,500 Metric Ton vessel.

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INCOTERM 2000
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