S.1234Prepare a data sheet & calculate the cost of given material below to build a concrete block wall in Figure 1 if 1m³ mortar-pouring 35Liter of water. Do not add plastering on the wall. Sand Density= 2400KG2.6m1 No. labor I class..... wage a labor I class per a day= $701.2 No. labor II class..... wage a labor II class per a day= $550.3 No. men labors..... wage a man labor per a day= $25Cement Mortar (1:3)Concrete Block Walldimension (20x20x40) CrCmMaterialPrice atSourceLead in KmMetal SandyTruck Truck TruckCartConveyanceCharge perKMExtraExpensesTaxesCement$100/Ton10.80.2$2/Ton$0.01/KG $0.02/KGSand$10/Ton0.20.41$0.003/KG$0.001/KG $0.015/KGConcrete Block$220/190No.0.70.51$10/100No.$0.03/No.$0.01/No.$0.002/mlWater$30/1500LI********************1.5m-Figure 1 Concrete Block Wall1.5m

Volume of the wall = 1.5*0.4*4.1= 2.46 m3 Labor cost = 2.46*(70+66+7.5)= $353.01 Cost of concrete…

S. 1 2 3 4 Prepare a data sheet & calculate the cost of given material below to build a concrete block wall in Figure 1 if 1m³ mortar pouring 35Liter of water. Do not add plastering on the wall. Sand Density=2400KG 2.6m Cement Mortar (1:3) I No. labor I class..... wage a labor I class per a day= $70 1.2 No. labor II class..... wage a labor II class per a day= $55 0.3 No. men labors ..... wage a man labor per a day=$25 Concrete Block Wall dimension (20x20x40) cm Extra Material Price at Source Lead in Km Metal Sandy Cart Truck Truck Truck Conveyance Charge per KM Expenses Cement $100/Ton 1 0.8 0.2 $2/Ton $0.01/KG Sand $10/Ton 0.2 0.4 1 $0.003/KG $0.001/KG Concrete Block $220/190No. 0.7 0.5 1 $10/100No. $0.03/No. Water $30/1500L I ****** **** ***** ***** Taxes $0.02/KG $0.015/KG $0.01/No. $0.002/ml 1.5m Figure 1 Concrete Block Wall 1.5m 6.4m

S. 1 2 3 4 Prepare a data sheet & calculate the cost of given material below to build a concrete block wall in Figure 1 if 1m³ mortar pouring 35Liter of water. Do not add plastering on the wall. Sand Density=2400KG 2.6m Cement Mortar (1:3) I No. labor I class..... wage a labor I class per a day= $70 1.2 No. labor II class..... wage a labor II class per a day= $55 0.3 No. men labors ..... wage a man labor per a day=$25 Concrete Block Wall dimension (20x20x40) cm Extra Material Price at Source Lead in Km Metal Sandy Cart Truck Truck Truck Conveyance Charge per KM Expenses Cement $100/Ton 1 0.8 0.2 $2/Ton $0.01/KG Sand $10/Ton 0.2 0.4 1 $0.003/KG $0.001/KG Concrete Block $220/190No. 0.7 0.5 1 $10/100No. $0.03/No. Water $30/1500L I **** * *** Taxes $0.02/KG $0.015/KG $0.01/No. $0.002/ml 1.5m Figure 1 Concrete Block Wall 1.5m 6.4m

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter11: Pricing Concrete Work

Section: Chapter Questions

Problem 4RQ

See similar textbooks

Related questions

Q: TEN PRINCIPLES The following ten principles are taken from Abeles (Ref. 2.32) and applicable not…

A: Brief Concept Introduction- Prestressed concrete- Reinforced concrete is a structural material that…

Q: ompressive strength 50 MPa at 28 days; Defec n class 42.5; Slump required = 30-60 mm; e size = 10…

A: 1 maximum aggregate size crushed =10mm w/c for slimp =30-60 mm2 cement content =water content…

Q: What type of concrete additives (two additives each) would you suggest for casting (a) the same…

A: a) To accelerate the rate of strength of concrete production or to decrease concrete curing…

Q: 4- List and explain methods of manufacturing of ready mixed concrete.

A: Here multiple questions are asked. As per guidelines, the first question has been answered. If you…

Q: NII PRICING Tab-Tb Trade Cost Production Productivity Hourly Cost Unit Cost Number Hourly Crew Unit…

A: To find Man hour productivity rate Labour unit cost for crew Labour unit cost for man hour.

Q: Q3) Answer the followings: 1-Under what conditions would you recommend the use of sulphate resisting…

A: Cement: A cement is a binder or a substance that sets and hardens independently and also which can…

Q: Estimate the total amount of cost (Php) for concrete works (class "B") based from the following…

Q: From the following trial batch data, determine the material weights for a cubic yard batch. Initial…

A: Given- Cement - 8.20 Water - 3.45 Fine aggregate initial Wt.- 32 Final Wt,…

Q: A cement grinding mill "A" with a capacity of 50 tons per hour employs P12,000 per ton…

A: Solution-

Q: Kindly show full stepss thanks and handwritten pls

A: a voltage source (V1), two resistors (R1 and R2), and an ammeter. The question might be related to…

Q: Trade Cost Production Productivity Hourly Cost Unit Cost Number Activity Unit Name Hourly Rates of…

A: 1. The labour unit cost of hand trimming referring to the crew calculations is: =(no of…

Question

S.
1
2
3
4
Prepare a data sheet & calculate the cost of given material below to build a concrete block wall in Figure 1 if 1m³ mortar-
pouring 35Liter of water. Do not add plastering on the wall. Sand Density= 2400KG
2.6m
1 No. labor I class..... wage a labor I class per a day= $70
1.2 No. labor II class..... wage a labor II class per a day= $55
0.3 No. men labors..... wage a man labor per a day= $25
Cement Mortar (1:3)
Concrete Block Wall
dimension (20x20x40) Cr
Cm
Material
Price at
Source
Lead in Km
Metal Sandy
Truck Truck Truck
Cart
Conveyance
Charge per
KM
Extra
Expenses
Taxes
Cement
$100/Ton
1
0.8
0.2
$2/Ton
$0.01/KG $0.02/KG
Sand
$10/Ton
0.2
0.4
1
$0.003/KG
$0.001/KG $0.015/KG
Concrete Block
$220/190No.
0.7
0.5
1
$10/100No.
$0.03/No.
$0.01/No.
$0.002/ml
Water
$30/1500L
I
*****
******
****
*****
1.5m-
Figure 1 Concrete Block Wall
1.5m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Two materials, A and B, are to be separated using two unit operations, 1 and 2. The feed has 10 tons/h A and 4 tons/h B. The split (fraction of material rejected by each operation) is given in Table P5-14. a. Which sequence of operations, (l?2) or (2?1), will yield the greatest recovery of material A? b. What will be the purity of material A using that sequence? c. What will be the efficiency of separation for the entire process train with regard to material A using the Worrell-Stesed equation?
Three groups of students from the Geotechnical Engineering class collected soil-aggregate samples for laboratory testing from a recycled aggregate processing plant in Palm Beach County, Florida. Three samples, denoted by Soil A, Soil B, and Soil C, were collected from three locations of the aggregate stockpile, and sieve analyses were conducted (see Figure 2.35). (a) (b) Figure 2.35 (a) Soil-aggregate stockpile; (b) sieve analysis (Courtesy of Khaled Sobhan, Florida Atlantic University, Boca Raton, Florida) a. Determine the coefficient of uniformity and the coefficient of gradation for Soils A, B, and C. b. Which one is coarser: Soil A or Soil C? Justify your answer. c. Although the soils are obtained from the same stockpile, why are the curves so different? (Hint: Comment on particle segregation and representative field sampling.) d. Determine the percentages of gravel, sand and fines according to Unified Soil Classification System.
Why is nothing added to the concrete quantities for wastage at the time of the takeoff?
In concrete work, Fuller and Thompson (1907) suggested that a dense packing of grains can be achieved if the percent finer (p) and grain size (D) are related by the following equation, where n is a constant varying in the range of 0.3-0.6. Dmax is the size of the largest grain within the soil. p=(DDmax)n100 This equation is sometimes used in roadwork for selecting the aggregates. a. For n = 0.5, show that the soil is well graded. b. If n = 0.5 and Dmax = 19.0 mm, find the percentages of gravel, sand, and fines within the soil. Use the Unified Soil Classification System.
How is concrete consolidated?
Calculate the cost per cubic yard to place concrete using each of the alternatives described. The work in both cases consists of placing 140 cubic yards of concrete in footings. a. Using a crane and bucket at a price of $225 per hour, including an operator, with a crew consisting of 6 laborers, a cement finisher, and a foreman. The concrete will be placed in 7 hours using this setup, and transportation of the crane costs $390. b. Using a concrete pump at a price of $295 per hour, including an operator and a crew consisting of 5 laborers, a cement finisher, and a foreman. With this setup, concrete is placed in 6 hours and transportation of the pump costs $290.
Why is it also preferable to measure the concrete and all other work associated with an item before going on to measure the concrete in another item?
Why is concrete classified and measured separately in different categories?
How is the moisture content of a soil identified?
Calculate the R-value for the following materials: a. 4 in. thick brick b. 10 cm thick brick c. 12 in. thick concrete slab d. 20 cm thick concrete slab e. 1 cm thick human fat layer