Derive the labor and equipment cost for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew team composition, output and given prices.1. Team and Daily Rates1- Project Engineer (P 2000/day)1 - Construction Foreman (P 1000/day)6 - Mason (P800/day)12 - Laborer (P500/day)2. Output of team is 13.5 cu.m per day.3. Equipment (minor tools) is 10% of the labor cost. Determine the labor cost per day for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew teamcomposition, output and given prices.○ 31,851.85○ 32,000.00○ 30,000.00O None of the above Determine the total labor cost for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew teamcomposition, output and given prices.○ 254,814.80○ 256,814.80○ 245,814.80○ 250,814.80

Step 1: Add the individual members' daily rate. Step 2: To identify the total number of days, get…

Determine the labor cost per day for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew team composition, output and given prices. ○ 31,851.85 ○ 32,000.00 ○ 30,000.00 O None of the above Determine the total labor cost for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew team composition, output and given prices. ○ 254,814.80 ○ 256,814.80 ○ 245,814.80 ○ 250,814.80

Determine the labor cost per day for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew team composition, output and given prices. ○ 31,851.85 ○ 32,000.00 ○ 30,000.00 O None of the above Determine the total labor cost for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew team composition, output and given prices. ○ 254,814.80 ○ 256,814.80 ○ 245,814.80 ○ 250,814.80

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter11: Pricing Concrete Work

Section: Chapter Questions

Problem 3RQ

See similar textbooks

Similar questions

Derive the labor and equipment cost for a 1,000 sq.m 4" thick masonry wall using 1:5 mortar mixture based from the following crew team composition, output and given prices.1. Team and Daily Rates1- Project Engineer (P 2000/day)1 - Construction Foreman (P 1000/day)6 - Mason (P800/day)12 - Laborer (P500/day)2. Output of team is 13.5 cu.m per day.3. Equipment (minor tools) is 10% of the labor cost.
Estimate the total amount of cost for concrete works (class “B”) based from the following given: 10-pcs of F1 (1.2m x 1.2m x 0.3 m) 10-pcs of C1 (0.3 m x 0.3 m x 4.1 m) Floor area of 100mm thk slab-on-grade = 53 sq.m The cost of cement (40kg per bag) = 210 per bag. The cost of sand is 710 per cubic meter. The cost of gravel is 1900 per cubic meter.
The labour unit cost of cast in place concrete referring to the crew calculations is: O $37.22/m3 $29.91/m3 $15.01/m3 O None of the above QUESTION 18 The labour unit cost of cast in place concrete referring to the man-hour calculations is: O $30.61/m3 O $14.93/m3 O $35.98/m3 O None of the above QUESTION 19 The man hour productivity rate for footings formwork is: O 0.33 mh/m2 O 0.83 mh/m2 O 0.24 mh/m2
Determine the quantity of standard concrete blocks (400 x 200 x 200) required in 100 m² of a 200 mm thick wall. Assume 5% waste. 262 pcs "1,213 pcs" O "c. 1,313 pcs" None of the above
The labour unit cost of hand trimming referring to the crew calculations is: O $45.97/m2 O $40.38/m2 $17.94/m2 O None of the above QUESTION 12 The labour unit cost of hand trimming referring to the man-hour calculations is: O $45.97/m2 O $42.57/m2 $18.03/m2 None of the above QUESTION 13 The man hour productivity rate for cast in place concrete is: O 1.09 mh/m3 O 0.78 mh/m3 O 0.89 mh/m3 None of the above
Calculate total cost per cubic yard of concrete, given the following: Concrete materials and batching costs = $70/cy Trucking = $6.00/cy Paving equipment = $340.00/hr - Paving labor = $500.00/hr Paver production = 120 cy/hr Incidentals $4.00/cy Overhead and profit = 20% of direct costs 1.87.0 = O2.106.8 O 3.104.4 4.99.6
What is the best estimate of the work hours for the followings? Type of work: Placing 8" x 8" x 16" Concrete Masonry Units (CMUS) Productivity rate = 0.11 work hours / square foot Quantity takeoff (QTO) = 1,000 sf O a) 210 Ob) 55 Oc) 91 d) 110
5. Using the concrete price quotation shown on Figure 11.2, calculate the full price of 4000 psi concrete with type I colored cement, 1/2" aggregate, and air entrainment to be delivered to the site in December: (10 pts) ABC CONCRETE PRODUCTS, INC. PROJECT: XYZ Office Bulding. Townvle. We are pleased to quote you as follows for the supply of ready-mix delivered to the above project: Aggregate Size Delivered Price Additional for Type III or Type V Additional for 4-6% Alr Mix Strength (psi) Cement Type per CY Entrainment $120.00 $135.00 $140.00 5150.00 $155.00 $5.00 $5.50 $6.50 $7.00 $7.50 3000 3500 3/4 3/4 $4.00 $6.00 $7.00 $7.50 $8.00 1. 2. 4000 4500 3. 3/4 3/4 5. 5000 3/4" The above prices are based on ABC Concrete's standard mix designs. All products are subject to a municipal sales tax of 7%. For 1/2" aggregates add 56.50 per CY to the above prices. For polypropylene fibers add $17.00 for 2 lbs. per CY. For pigments (red, black, tan, or brown) add $5.50 per CY. Calclum Chlorlde (1%):…
Determine the number of modular bricks necessary for the front wall if the house shown in the figure. Add 4% for waste. Determine the cost to lay the brick. It takes a mason 6 labor hours and a laborer 8.5 labor hours to construct 100 square feet of brick. The average hourly wage for a mason ·30⁰ $42.33 and for a laborer is $21.03. -61-8⁰ ||3¹ Elevation ·16' 24' +4'.
Problem Exercise 1. From the following figures, find the following materials re- quired for its construction. a) 15 x 20 x 40 cm. concrete hollow blocks. b) Cement, and sand for mortar and plastering. MASONRY 2.00 3.00 4.00 500 4.50 15x 20 x 40 CHB Plastered on two sides 3.00 20.00 FIGURE 2-14 FIRE WALL 2.00 3.00 200 5.00 7.00 3.00 15 x 20X40 CHB n. Ln. 1.00 8.00 m. 5.00 m. ELEVATION FIGURE 2-16
Hi! can you please help me with this? I'm stuck because we need to provide explanation and I don't know how to explain. Thank you in advance! Q: How much concrete do you need to fill 1800 sq. ft. of space?
Given the mass diagram points and information shown below, what is the total cost of earthwork for this project? Fill the table below: Free haul distance = 0.30 miles, Cost of Excavation = $10/yd3 Max. Overhaul distance = 1 mile, Borrow/Waste = $5/yd3 Overhaul = $1.50/sta.-yd. 3000 1800 2000 1200 1000 1200 1000 1000 1000 50 50 200 -100 O+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 -1200 -1200 1000 -2000 -2500 -2500 -3000 -3000 4000 Distance (stations) Cumulative Volume (yd")