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Showing posts with label MCQ Civil Engineering. Show all posts
Showing posts with label MCQ Civil Engineering. Show all posts

Types of Estimate



Types of Estimate

  • Original Estimate
  • Repair Estimate

Types of Original Estimate

  1. Rough Cost Estimate
  2. Detailed Estimate


Types Of Rough Cost Estimate

  • Per Unit Number
  • Plinth Area Basis
  • Cube Rate Estimate 
  • Per Unit Length of Wall
  • Per Unit Length of Road & Heighway
  • Per Unit Length of Irrigation Channel
  • Per Unit Length of Railway Track
  • Per Litre For Over Head Water Tanks



  1. Detailed Estimate

Detailed Estimate take every quantity of every item and multiply with unit of rate..
\
for example…

  • excavation.. 
  • Brick Masonary.. 
  • R.c.c. 
  • Plaster
  • Steel 
  • Flooring
  • Tile and fishing work

First we take measurement and them prepared abstract of Cost.

   2.  Types Of Repair Estimate


  • Annual Repair Estimate
  • Quadrennial Repair Estimate
  • Special Repair Estimate

What is Quantity Surveying/ Estimation




Quantity Surveying/ Estimating

An art to collect data about material and cost required for a project is called
QUANTITY SURVEYING/ESTIMATING.
The Process of cost estimating is working out how much a building or other
construction will cost to make. The cost are usually divided into material and labour
cost..

TENDERING is the process of making a priced offer to construct the building. This is a
legally enforcable offer made within the conditions of the tender documention.
Necessary data for preparing an estimate of project are

  1. Drawings
  2. Specifications 
  3. Rates.

Types of Estimate
A. Original Estimate
B. Repair Estimate

RATE ANALYSIS sandwich panel Sheet 50mm mm thick ( Pre painted )

RATE ANALYSIS
Job Description
Providing , installation of M.S sandwich panel Sheet 50mm mm thick ( Pre painted ) over M.S frame structure  using hex washer head self tapping & drilling screws and over laping G.I Sheet 24-SWG at corners painted with matching colour  i/c carrage of material from lahore to Gojra at site of work through Cantainer/troller , charges of uplifting through crane at 40' height for installation, cost of all other  materials ,  labour  etc complete in all respects as per drawing and design  as approved and advised by the Consultant / Engineer Incharge.
(1st BI-ANNUAL-2017 , 01.01.2017 TO 30.06.2017)
Unit: P. Sft Take for analysis= 37.5' x 45'=1687.5 Sft
S. No. Description Unit Quantity Rate Amount
A Materials        
1 M.S Sandwich panel sheet full width 38ft.          
  Top                    38' x 37.5' = 1425 Sft        
  Front                    37.5' x 2.66' = 99.75 Sft        
  Back                    37.5' x 5.66' = 212.25 Sft        
  Add wastage 5 % 86.85 Sft        
    Total = 1823.85 Sft  Sft  1,823.85 580.00 1,057,833
  G.I Sheet 24 SWG           
  Front                    37.5' x 1' = 37.5 Sft        
  Back                    37.5' x 1' = 37.5 Sft        
  Add wastage 5 %   3.75 Sft        
    Total = 78.75 Sft        
  78.75 Sft @ 1.156 Lbs/Sft  = 41.33 Kgs  Kg   41.33 100.00 4,133
2 hex washer head self tapping & drilling screws           
  Top and sides @ 3' c/c 247 Nos        
  Add wastage 10 %   25.00 Nos        
    Total = 272.00 Nos  Nos  272.00 35.00 9,520
3 Steel cutting disc     Each  5.00 480.00 2,400
4 Electricity    Unit  75.00 20.00 1,500
  Total Amount ( A ):       1,075,386
B Carriage and hire charges              
2 38' Length roof sheet panel on troller container i/c loading & Unloading  Each  33% 30,000.00 10,000
4 Drill machine for 3 days @ 300 / day       Day   3.00 300 900
6  Crane for uplifting the full length sheet panels and placing them at proper place upto 40' height. Day 1.00 30000 30,000
  Total Amount ( B ):       40,900
C Labour                 
(a) Labour required  Fixing M.S Sandwich Panel Sheet.         
1 Technician                
  1 Nos for 3 days          Days  3.00 2,800 8,400
2 Skilled Cooly ( LB-024)              
  4 Nos for 3 days          Days  12.00 608 7,296
  Add sundries 10%     1,569.6
  Total Amount ( C ):               17,266
  Total Amount (A+B+ C ):               1,133,552
  Contractor profit , taxes , site expenses and  over head 20%     226,710.3
  Grand Total Amount:               1,360,262
  Rate Per Sft   = 1360262/1687.5           806.08

   
              Say Rs        806  P/Sft 

RATE ANALYSIS of 60HP centrifugal pump

RATE ANALYSIS
Job Description
Providing and installation of centrifugal pump for Sprinklers system Specially made on order from PECO Pakistan , of PCO 100-L  with electric motor (PECO)  60HP , 400V, 50HZ, 2900 RPM, 3Phase,fitted on R.C.C plate form using special nut bolts 12" long i/c electric controll panel with main breaker , Phase failure, Amp Meter, Volt meter, selector Switch ,Push Button ,internal wiring etc Complete in all respects  as approved by the consultant/ Engineer Incharge.
Unit: P. Each
S. No. Description Unit Quantity Rate Amount
A Materials
1 Cost of  centrifugal pump Specially made on order from PECO Pakistan , of  PCO 100-L with electric motor (PECO)  60HP , 400V, 50HZ, 2900 RPM, 3Phase (Quotation Atteched) Including GST with  controll panel with main breaker , Phase failure, Amp Meter, Volt meter, selector Switch ,Push Button ,internal wiring etc Complete Each 1.00 625000 625,000
2 Control box of M.S Sheet 16-SWG openable with wiring. Each 1.00 10000 10,000
3 Nut Bolts 12" Long including rubber bearing pad Nos 4.00 375 1,500
4 Carriage of  Pump from PECO factory Lahore to Gojra site.  Job  1.00  L.S  5,000
5 installation Charges.  Job  1.00  L.S  5,000
6 Installation of Control box, starter,connectioning and testing charges  Job  1.00  L.S  10,000
Total Amount:         656,500
Contractor profit , taxes , site expenses and  over head 20%        131,300.0
Grand Total Amount:         787,800
Say Rs                  787,800  P/Each 

RATE ANALYSIS of HDPE Plan Bend 90 degree

RATE ANALYSIS
Job Description
Providing /Fixing High Density Poly Ethylene ( HDPE ) Plan Bend 110mm dia (Dadex / Beta / BBJ / or any equivalent)   i/c polyfusion joint, solvent solution as approved by the consultant and Engineer Incharge  complete in all respect.
Unit: Each Take for Analysis = 1 No
S. No. Description Unit Quantity Rate Amount
A Materials
1 Elbow 90* 110mm ( Rate List attached ) With wastage 10 %  No   1.10 1200 1,320
3 Electricity for Joints Machine( 2 Joints )  Unit   5.00 20.00 100.00
Total Amount ( A ) 1,420.00
B Carriage and hire charges
1 Carriage of matieral at site  Each     1 /15 900 60.00
Total Amount ( B ) 60.00
C Labour 
1 For Polyfusion welded joint with machine i/c Labour  ( as per Market Rate)  Each      2.00 700 1,400.00
Total Amount ( C ) 1,400.00
Total Amount ( A + B + C ): 2,880.00
Contractor profit , taxes , site expenses  and over head  20% 576.00
Grand Total Amount: 3,456.00
Rate For Each.: 3,456.00
Say:        3,456 Each

Municipal Wastewater Treatment Plants & Wastewater Management

Objectives of Wastewater Treatment

  • To kill the pathogens
  • To improve the quality of wastewater
  • To avoid unhygienic conditions
  • To protect the aquatic life from the toxicity wastes
  • To make the wastewater usable for agricultural, aquaculture etc
There are three constituents and interrelated aspects of waste water management.
  1. Collection of wastewater

    • Collection of domestic wastewater is best achieved by a full sewerage water drain age system. Unfortunately this method is most expensive and there is relatively few communities in hot climate which afford it. A modern hygienic method of night soil collection is the only realistic alternative.
  2. Treatment of wastewater

    • Treatment is required principally to destroy pathogenic agents in sewage or night soil and to encore that it is suitable for whatever re-use process is secreted for it.
  3. Re-use of wastewater (Recycling of wastewater)

    • The responsible re-use of night soil and sewage effluent is aqua culture and crop irrigation can make a significant contribution to a community food supply and hence it’s general social development. The best example is china where over 90% of waste after treatment is applied to land

Performance criteria for Wastewater Treatment Management System

The ideal system would satisfy all of the following criteria.
  1. Health criteria
  2. Water Recycling criteria
  3. Ecological criteria
  4. Nuisance criteria
  5. Cultural criteria
  6. Operational criteria
  7. Cost criteria
  1. Health Criteria:

Pathogenic organisms should not be spread either by direct contact with right soil or sewage or indirectly via soil, water or food. The treatment chosen should achieve a high degree of pathogen destruction.
  1. Re-use/Recycle Criteria:

The treatment process should yield a safe product for re-use, preferably in aquaculture and agriculture.
  1. Ecological criteria:

In those cases land the should be considered exception when the waste cannot be re-use, the discharge of effluent into a surface water should not exceed the self-purification capacity of the recipient water.
  1. Nuisance Criteria:

The degree of odor release must be below the nuisance threshold. No part of the system should become aesthetically offensive.
  1. Cultural Criteria.

The methods chosen for waste collection, treatment and re-use should be compatible with local habits and social (religious) practice.
  1. Operational Criteria:

The skills required for the routine operation and maintenance of the system components must be available locally or are such that they can be acquired with only minimum training.
  1. Cost criteria:

Capital and running costs must not exceed the community’s ability to pay. The financial return from re-use schemes is an important factor is an important factor in this regard.
However, no one system completely satisfies all these demands. The problem becomes one of minimizing disadvantages.
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