Monday, 5 December 2016

Model-1 Calculation of Direct Manpower

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Model-01 : Calculation of ditect Man-Hour
Out of the two parameters for calculating the direct manpower cost, the first parameter labour cost is normally calculated considering the details of Minimum wages as the basis. But when it comes for calculation of Man hours it is vast in nature and it differs from one item to the other. For example if we want to calculate the Man hours required for installation of Heat exchanger or drum ( a static equipment ) the Man hours consumed for installation of Heat exchanger differs from installation of a tower which is different. To calculate the man hours of heat exchanger the estimator must aware of the procedure of installation of the heat exchanger.
                                           The man-hour calculation of the estimator should include the time to be spent by various technicians/Labourers  to complete the activity starting from receiving the materials from stores of the owner, loading,  transportation of materials from owners stores to contractors storage yard , unloading and storing at contractors  storage at site yard, retransportaion to the point of installation if required ,  surface preparation of foundations along with time required for fabrication/machining of steel shims to be placed below the equipment installation, man-hours required  for installation work for accessories or platforms, man-hours required for testing and commissioning,
,                                          Also major important factor which involves lot of man-hours is the scaffolding activity. If the equipment to be installed is at lower level or on ground the Man-hours required for scaffolding will be nil. In case if the installation is at an elevation the man hours required for preparation and installation of the scaffoldings are to be considered

                                           The normal activities involved in the installation of the Drum/heat exchanger after receipt of materials at erection sites are preparation of the foundation and bring down the level of the foundation to receive the equipment on top of it with the space available for placing the equipment on top of the foundation. Normally only maximum of 50mm pacer plates are allowed to be placed between  the equipment and foundation so that grouting can be taken can effectively. On preparation of foundation check for the condition of the equipment placed on ground on wooden packers. Using the marking on the heat exchangers/drums for slings position the crane as close as possible to lift the equipment. However the requirements and suitability of the cranes are not considered in this article


Heat Exchanger
The below mentioned details were calculated in one of chemical plant i worked. Hence details provided by me are bare minimum and guide lines for the estimators in indie. The details provided are based on the productivity of the technicians worked then with me and minor fine tuning as per site data’s of the company .and in consultation with the companies site personals more accurate data’s can be decided by estimators
Drum/Heat Exchangers 
Slno
Detail
Weight of equipment up to 2MT
Weight of equipment up to 3-10MT
Weight of equipment up to 11-20MT
Weight of equipment up to 21-30MT
Weight of equipment above 30MT
1
Foundation
8 hours
16hours
16hours
24hours
32Hours
2
Installation
8hours
16hours
24hours
32hours
40hours

3
Total
16hours
32hours
40hours
56hours
72hours

The above mentioned man-hours calculation does not include the manpower required for receiving the materials from stores up to erection site, activities related to cleaning of equipments, accessory works related with equipment erection work like platform and ladders erection works for the equipment any major scaffolding works,time required for preparation of testing,commissioning,performance guarantee works . The manpower calculation is on the assumption that the equipment will be installed only on the ground..
                                           Based on the above chart let me calculate the man hours required for a drum weighing 30MT and installed at ground floor. As per the chart the time consumed for installation of this equipment is only 72 Man-hours and time required for other activities can be calculated under respective heads and to be added with the basic man-hours.
                                           What should be the cost of this 72 man-hours. It cannot be purely one category like skilled/highly skilled or semiskilled. It is the combination of the technician group engaged in the installation work. Based on the nature of work the category of people are to be divided.in terms of percentages. In this case the highly skilled labourers may not be required much and unskilled workers also will not be required much. So technicians who have capacity to lift and shift the materials may be required more. If we consider total 100% Riggers can be considered as 70%( semi skilled) requirement,15% requirement of skilled unskilled laborious and remaining 15% manpower will be required to reach the 100%

          Skilled Labours -15%.........!5*72/100  = 10.8 Manhours
          Semi skilled      --70%.......70*72/100   = 50.4 Manhours
          Unskilled   ...........15%........15*72/100 = 10.8 Manhours
Cost of installation of the Drum on basic conditions based on the Man hour rates (Minimum wages) of notification by Delhi state
          Skilled Labours .........(!0.8/8)* 455   = 614.25
        Semi skilled ----(50.4/8)*414              = 2608.2
        Unskilled Labours......(10.8/8)*374     = 504.9      

Total cost of Manhours for Erection of Drum of 30MT on Ground is  Indian rupees 3727.35 at the location near delhi.
Hence Rate per MT in that location is Indian Rupees  124.245
Like wise manpower calculation can be done for all other items. Another way of calculating manpower details calculation by productivity method

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