Analysis of Volume Calculation and Budget Plan at Irrigation Channel Work
science·@aguess·
0.000 HBDAnalysis of Volume Calculation and Budget Plan at Irrigation Channel Work
# ***Calculation of Volume and Budget Plan for Work Irrigation channel that I have explained in the post that has passed a few days ago***
***
today I will explain some methods for the needs of the calculations in my post it tells some simple channel type that is the Secondary channel in my post that has passed by, today I will explain about the need of analysis in this work, because if not I explain the day this is for sure you are confused and strange to see it, in my post that has been only explained about the volume alone, below I will explain the need for budget for the work of this irrigation channel.
first before we calculate the budget plan cost to a channel then we first calculate the volume first and then we get the new needs budget plan costs for an activity. maybe here i am not much to tell story the and theory just try to a explain it.
Note:
* M '= Meter length
* M² = Meter Area
* M³ = Cubic Meter
as for the calculations that I will explain here are:
1. the calculation phase of field cleaning
* with a length of 100 meters (P)
* with a volume width of 1.5 meters (L)
then with the calculation that is:
* V = P x L
* V = 100 M 'x 1.5 M' = 150 M² This is the result of a liability for the extent of its cleaning work.
2 . stages of calculation of soil excavation on channel work
* channel length 100 Meters (P)
* width of 1.5 meters (L)
* Height 0.95 Meter (T)
* level side of 1.5 Meters (A)
* Level side of 1.05 Meters (B)
then with the calculation that is:
here I have to use the trapezium formula where V = (A + B / 2) x T x P
so Volume,
* V = (1.5 + 1.05 / 2) x 0.95 x 100 Meters
* = (1,275) x 0.95 x 100
* = 121,125 M³
3. Computation stages Coronic casting and Wiremash iron calculations on this channel work, here we must also use the Trapezoid formula, where V = (A + B / 2) x T x P, only here we have a way to facilitate the way we calculate in the area of the cross section.
note:
* channel length = 100 Meters (P)
A. This is for calculation in Pias A
* level of the upper side 1.10 Meters (A)
* Level side of 0.75 Meters (B)
* 0.80 Meter (T)
B. This is for the calculation in Pias B
* the upper side of 1.50 Meters (A)
* Level side of 1.05 Meters (B)
* height 0.95 Meter (T)
then with the calculation that is:
here I have to use the trapezium formula where V = (A + B / 2) x T with two ways to calculate the Pias A and Pias B.
so Volume Pias A V = (1.10 + 0.75 / 2) x 0.80 Meter
* = (0.925) x 0.80 meters
* = 0.74 M² (we must calculate Area per Pias first)
so Volume Pias B V = (1.50 + 1.05 / 2) x 0.95 Meter
* = (1,275) x 0.95 meters
* = 1,211 M² (we must calculate Area per Pias first)
then after we get the area per pipe cross section, so V = Pias B - Pias A x Channel length.
Then Volume V = B - A x P
Volume = (1,211 - 0,74) x 100 Meters.
* = 0.471 x 100 meters
* = 47.10 M³ (So with we have got wide per pias, we simply stay multiply by channel length).
4 . stages calculation Plastering wall with factor water a cement
* with a length of 100 meters (P)
* with a volume width of 0.8 meters (L)
* then with the calculation that is:
* V = P x L x (2 channel side walls)
* V = 100 M 'x 0.8 M' x 2 = 160 M² This is the result of a clearance for the extent of its cleaning work.
***after we get the volume per item of activity then I will continue to enter the volume into a calculation analysis***
***
# ***analysis for the calculation of the for labor and material needs***
Job Type: Cleaning 1 M2 Field and Equipment
Unit: M2
Analysis :
description of activities |< Coefficient >: unit | Unit price = Total price |
-|-|-
a. LABOR | - | - |
Workers | 0,100/ OH | 65.000,00 / = 6.500,00 |
Foreman | 0,050/ OH | 80.000,00 / = 4.000,00 |
Total manpower |- |= 10.500,00 |
unit price work M2 |- |= 10.500,00 |
***
Job Type: Landfill imported
unit : M3
Analysis :
description of activities |< Coefficient >: unit | Unit price = Total price |
-|-|-
a. LABOR | - | - |
Workers | 0,750/ OH | 16.000,00 / = 12.000,00 |
Foreman | 0,0250/ OH | 1.500,00/ = 37,50 |
Total manpower |- |= 12.037,50 |
b. INGREDIENTS | - | - |
Dump Land | 1,200/ M3 | 40.000,00 = 48.000,00 |
Quantity of Material Price | - |= 48.000,00 |
total Unit Price of Work (a + b) | - |= 60.037,00 |
***
Job Type or cast concrete : Making 1 m3 of Quality Concrete f'c = 19.3 Mpa (K 225), Slump (12 ± 2) cm, w / c = 0.58
unit : M3
Analysis :
description of activities |< Coefficient >: unit | Unit price = Total price |
-|-|-
a. LABOR | - | - |
Workers | 1,65/ OH | 65.000,00 / = 107.250,00 |
Bricklayer | 0,275/ OH | 80.000,00 /=22.000,00 |
chief worker | 0,028/ OH | 85.000,00 /= 2.380,00 |
Foreman | 0,083/ OH |80.000,00 /= 6.640,00 |
Total manpower |- |= 138.270,00,- |
b. INGREDIENTS | - | - |
Portland Cement | 326/ kg | 1.917,50 /= 711.392,50 |
Concrete Sand | 760/ kg | 178,29 /= 124.443,43 |
Gravel (30 mm max) | 1.029/ kg | 245,56 /= 257.096,67 |
Water | 215/ Liter| 110,00 /= 23.650,00 |
Quantity of Material Price | - |= 1.116.582,60 |
total Unit Price of Work (a + b) | - |=1.254.852,60 |
***
Job Type : Work Plastering Water factor a cement 1SP: 2PP .1 m2 Thickness 15 mm
unit: M2
Analysis :
description of activities |< Coefficient >: unit | Unit price = Total price |
-|-|-
a. LABOR | - | - |
Workers | 0,300/ OH | 65.000,00 /= 19.500,00 |
Bricklayer | 0,150/ OH | 80.000,00 /= 12.000,00 |
chief worker | 0,015/ OH | 85.000,00 /= 1.275,00 |
Foreman | 0,015/ OH |80.000,00 /= 1.200,00 |
Total manpower |- |= 33.975,00,- |
b. INGREDIENTS | - | - |
Portland Cement | 10,224/ kg | 1.917,50 /= 19.604,52 |
Concrete net Sand | 0,020/ M3 | 231.400,00 /=4.628,00 |
Quantity of Material Price | - |= 24.232,52 |
total Unit Price of Work (a + b) | - |=58.207,52 |
***This is an analysis calculation of the cost budget requirements of each of these irrigation channels.***
***
***now I will make the volume multiplication by the amount of price per unit of work item***
# <center>Budget Plan (RAB)</center>
JOB DESCRIPTION|< Volume > : unit| Unit price = Total price |
-|-|-
a. Job Type: Cleaning 1 M2 Field and Equipment | < 150 >/ M² |10.500,00/= 1,575.000,00|
b. Job Type:Landfill imported |< 121,125 >/ M³ | 60.037,00/= 1,271.982,00 |
c. Job Type or cast concrete K.225Mpa |< 47.10 >/ M³ | 1.254.853,00/= 59,103.576,00 |
d. Job Type : Work Plastering Water factor a cement 1SP: 2PP .1 m2 Thickness 15 mm|< 160>/ M² | 58.207,5/= 9,313.120,00 |
***
then the total cost budget plan for this irrigation channel work is = ( 71,246,549.00,- )
***
<center>***below I include attachment of working drawings of this irrigation channel, perhaps with the existence of a working drawing it is easy to understand and understand more.***</center>
<center></center>
<center>image model no.1</center>
<center></center>
<center>image model no.2</center>
<center></center><center>image model no.3</center>
***
<center></center>
<center>***this is the original, condition of the results photo on the irrigation channel work field.***</center>
***
thank you to all my friends in steemit hopefully this knowledge can be useful and useful especially for me and to all friends steemit.
sorry if there is a lot of writing that is not understood and wrong, because I also just learned to write English is not fasif, please support for all its because with the support of friends in steemit then for the future will be better again.
Thank you very much, and best regards steemit friends.
# ***by. @aguess***