Kindly solve this question under Measurement and Specifications for Civil Engineers. C20.00STORAGE TANK -12[ [ [ ] [ [ [ [30.00PLAN SCALE 1:3001.00143.00110013·0011FILL300.le30020.00300✓ ORIGINAL SURFACE300+12MTFILLIOM300:0SECTION SCALE 1:200DRAWING No.Q STORAGE TANK杯3005M A contract for an office building includes the provision of a storage tank. Drawing No. QIshows the plan and section of the proposed storage tank. Take off quantities for the followingwork.a. Topsoil excavation.b. Basement excavation.(5 Marks)(9 Marks)c. Filling to basement excavation and replacement of topsoil around the structure.(11 Marks)Specifications1. Topsoil to be excavated over the area of the structure for a width of 4 m all round sameand deposited 15 m away for re-use.2. Topsoil to be excavated to a depth of 150 mm.3. Excavate for basement including filling around the structure and remove surplus soilfrom site.4. Filling is to be of selected excavated material.5. Filling around the structure with topsoil 150 mm depth.

Based on the information you provided and the specifications in the contract, here's the takeoff for…

Answered: C 20.00 STORAGE TANK - 1 2 [ [ [ ] [ […

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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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")
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