NII PRICING Tab-Tb Trade Cost Production Productivity Hourly Cost Unit Cost Number Hourly Crew Unit Name Activity of Man hours Rates Duration Output Man hours Crew Hours Crew Man hour workers in Cost Cost Crew ($) (hour) (unit) (mh/unit) (ch/unit) ($/ch) ($/mh) ($/unit) ($/unit) 3 4 5 6 7. 8 10 11 12 13 EXCAVATION A. Excavate by hand EL $36.00 20.00 36.00 EF 1.5 $41.00 B. Hand Trimming m? EL $38.00 5.00 20.00 4 EF 0.75 $42.00 CONCRETE C. Cast in Place Concrete m CL $39.00 12.00 94.00 CF 2 $44.00 D. Formwork Footings m2 $42.00 10.00 60.00 C Activate Windows Go to Settings to acivate DELL insert prt sc F10 home F11 end F12 F7 FB F9 F5 F6

NII PRICING Tab-Tb Trade Cost Production Productivity Hourly Cost Unit Cost Number Hourly Crew Unit Name Activity of Man hours Rates Duration Output Man hours Crew Hours Crew Man hour workers in Cost Cost Crew ($) (hour) (unit) (mh/unit) (ch/unit) ($/ch) ($/mh) ($/unit) ($/unit) 3 4 5 6 7. 8 10 11 12 13 EXCAVATION A. Excavate by hand EL $36.00 20.00 36.00 EF 1.5 $41.00 B. Hand Trimming m? EL $38.00 5.00 20.00 4 EF 0.75 $42.00 CONCRETE C. Cast in Place Concrete m CL $39.00 12.00 94.00 CF 2 $44.00 D. Formwork Footings m2 $42.00 10.00 60.00 C Activate Windows Go to Settings to acivate DELL insert prt sc F10 home F11 end F12 F7 FB F9 F5 F6

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Net Cumulative Yardage ● 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 0 O $34,000.00 Compute the total excavation cost: $10,000.00 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.00/cu. yd. Borrow Cost: $4.25/cu. yd. Overhaul Cost: $1.25/sta*cu. yd. Free Haul Limit: 600 ft. $32,000.00 5.0 None of these. -3,000 O $26,000.00 1,500 5 2,100 Mass Diagram 6.0 8.0 10 3,500 7.1 2,100 -1,100 Stations 15 7.0 8.0 6.0 20 1,500 750 25
please help my homneworkkk ı need a good solution
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")
Don't copy and paste from Internet what is profitable haul analysis please explain it in detail thank you
1.0 Given the following construction activities. Establish the logic sequence of the activities by identifying the immediate preceding activities (IPA) of each given activity. ACT. I.D. ACTIVITY DESCRIPTION ΤΡΑ A Clearing, Grubbing, and Temporary Structures B Structural Excavations с Formworks and Scaffolds D Backfill and Embankment E Rebar Works: Foundation & Columns F G H Rebar Works: Columns, Beams, & Slabs Concrete Works: Foundation & Columns Concrete Works: Columns, Beams, & Slabs Masonry Works: CHB Walls & Partitions Plastering Works I J Carpentry Works - Partitions Carpentry Works - Ceiling Structural Steel Works Roofing Works Electrical Works Plumbing Works Tile Works Painting works K L M N O P Q R
conomy-lec5 MARR Annual Worth Example: Aproject requires an initial investment of $45,000, has a salvage value of $12,000 after six years, incurs annual expenses of S6,000, and provides an annual revenue of $18,000. Using a MARR of 10%, determine the AW of this project. $12,000 $18,000 $6,000 $45,000 D 17:45 / 23:42 CC