Time Phased Budget Template – Information Technology for business Magister Management Universitas Komputer Indonesia Source: Pinto, j.k. 2010, 2ND. ED. Larson, e.w., and Gray c.f., 2011, 5th. Ed.
2 PROJECT ESTIMATING Project estimating is actually a measure to control project costs. And if the measurements are wrong, you start on the “wrong foot”. (Kharbanda, O.P., and Pinto, J.K. 1996:73)
Time Phased Budget Template
To support good decisions for work planning to determine how long the project will take and its cost to determine whether the project is worth doing to generate cash, it is necessary to determine how far the project is progressing to establish phase budgets – Make time and organize the project. basic
Creating A Project Budget
Responsibilities Use several people to estimate normal conditions.
9 Up Down Estimating Up down estimates are usually obtained from someone who uses experience and/or knowledge to determine project duration and total cost. These estimates are sometimes made by top managers who have very little knowledge of the processes used to complete the project.
10 Bottom-up Estimating The bottom-up approach at the work package level can serve as an analysis of the cost elements in the WBS by grouping the work packages and related cost accounts into major manuals. Similarly, resource demand can be assessed. Then, time, resource, and cost estimates from work packages can be compiled into time networks, resource schedules, and budgets used for control.
A budgeting method that allocates costs first to activities and then to projects based on each project’s use of resources. Activity-based pricing consists of four steps: 1. Identify the activities that consume resources and assign a cost to them, as in the following budgeting process. 2. Identify the cost drivers associated with the activity. Resources, in the form of project personnel, and materials are the main cost drivers. 3. Calculate the cost per unit cost driver or transaction. For example, labor is usually a simple hourly labor cost, expressed as: Cost / unit cost $ cost / hour 4. Determine project costs by multiplying the cost driver ratio by the number of cost driver units consumed by the project . For example, assume that the cost of a senior software programmer is $40/hour and that he will work on the project for a total of 80 hours. Project cost will be: $40/hour x 80 hours = $3,200
Financial Planning Report Examples
Top-up estimates Bottom-up estimates Strategic choice X Cost and time are critical High uncertainty Internal, small project Fixed price contract Client wants details Unstable field
Top-up estimates Bottom-up estimates Goal Use feasibility/conceptual phase Hard time/cost estimate Financial requirements Resource capacity planning Budget Planning Resource requirements Financial time Preparation cost 1/10 to 3/10 percent of total project cost 3/10 of 1.0 percent of the total project cost Accuracy Low 20 to high 60% Low 10 to high 0 Method Ratio Consencus Distribution learning function point Template Packages WBS Parametric Range estimates
Direct costs are those that are clearly allocated to the project that generates the cost (eg labor and materials). Indirect costs generally relate to two areas: sales and marketing and general administration.
Non-recurring costs may relate to costs incurred once at the beginning or end of the project, such as initial marketing analysis, employee training, or exit services. Recurring costs are those that typically run continuously throughout the project’s life cycle. Most of the labor, materials, logistics, and sales costs are considered recurring.
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Fixed costs do not change with their use. Sample cost for equipment rental. Variable costs are those that increase or decrease with use; i.e. the cost is correct according to the level of usage. Examples: equipment parts, materials, etc.
Normal costs are those incurred in the course of routine work to ensure that the project is completed according to the original, planned schedule agreed upon at the beginning of the project by all project participants. Quick costs are unplanned costs incurred when steps are taken to speed up the completion of the project.
Brick & Mortar Information Technology conceptual stage +60% to -30% +200% to -30% Defined statements +30% to -15% +100% to -15% Defined work packages +15% to -5% + 50% to -5%
III PEKERJAAN PONDASI 1 Pekerjaan Cor Beton Pondasi Mini Bor D.30 – Cor Beton K-225 (Slump 16) M3 67.86 807, 620.00 54, 801, 862.72 – Pembesian (360 K-225, Pilec108) (K -225) Site Mix) 1. Type P1 & P1A (60x60x40), 7 buah 1.21 976, 897.15 Bekisting Pilecap P1, P1A M2 8.06 74, 700.00 602, 380.00 602, 380.607, 380.00 602, . P2A 3. 2, 452, 550.40 365.24 4, 441, 348.80 3. Type P3, P3a, P3a, 450x, 450 Bibin 11.76 878, 972.27.92 7, 314.62 6260, 624.62, 624.62, 3.369 (S2) 20×35) 2.59 2, 093, 351.04 Bekinting S2 25.92 1, 91, 264.00 3. Type S3 (20×35) 1.08 872, 229.60 .
Project Planning Template & Example For Teams
Iv Pekerjern Beton Semi Basement A Lantai Basement A Lantai 25. c Tangga beton 7.20 5, 814, 258.29 Bekisting Tangga 36.00 3, 106, 476.38 699.91 8, 510, 893.44 d Kolom Beton Bertulang K-225 1,30×301 , 968.00 2. Type K2 (15×60), 8 buah 2.38 6, 595, 966.08 Bekisting Kolom K2 31.98 2, 759, 874. Struktur Semi Basement 140, 567, 715.56 V Pekerjaan Struktur Struktur 140, 567, 715.56 V 40 2, 811, 368.00 – Bekisting Balok B2 46.80 4, 038, 840,00 2. Type B x 400,00 15, 184, 368,00 – Bekisting Beam B2 46,80 4. . Type B6 150 x400 2.51 7, 071, 866.32 – Bekisting Balok B6 39.82 3, 436, 483.26 Concrete column K-225 1. Type K1 (30×30), 2 buah 0.679.8.8. 2. Type K2 (15×60), 13 pieces 5.05 14, 031, 418.75 – Bekisting Kolom K2 67.69 5, 841, 819.60 3. Type K3 150 x 500, 13 pieces 4.20,200,13, 4.20,20,11, 13. K-225 (ready mix) – Lantai beton t = 120 mm 20.09 2, 714, 460.00 54, 528, 072.48 – Bekisting Lantai Beton 167.40 14, 440.09 2, 440.09 2, 440.09 440.00 14, 40.00, 62,000,000,000,000.00 – Pakerjaan Sloof Sloof Sloof S1 39.20.17 74, 849.30 – Urugan Pastai Kerja 7.50 104, 610.00 784, 610.00 784, 610.00 784, 60.000. 000 784, 60.000.000 784, 095, 796.88 – Bekinting Date 27.19 2, 346, 281.15 533.26.24: – Dinding 1/2 Bata + Kolom Praktis 367.40 35, 900.1 2, 563, 670.00 859, 909.15 2509, Sub Total Pekerjaan Struktur Lantai 1 262, 557, 026.61
Activity Months January February March April May Total by Activity Survey 4000 Design 5000 3000 8000 Clean Site Foundation 7500 2000 Framing 1000 10000 Plumb & Wire Monthly Planning 9000 10500 60100 301000 Cumulative
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