Project Planning Control 4 E Part 9 docx

Project Planning Control 4 E Part 9 docx

Project Planning Control 4 E Part 9 docx

... 4 7 Erect duct A Erect duct B 3 6 Erect frame A Erect beams B 2 5 Erect frame 2 Erect frame 3 1 Erect frame 1 7 7 3 3 4 4 4 2 4 Erect duct A Erect duct B 1 3 Erect frames 1, 2 & beams A Erect ... hours curve dipping below the budget hour line. The percentage-time curves in Figure 27.10 enable the project manager to compare actual percentage complete with planned percentage compl...

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Project Planning Control 4 E Part 3 ppt

Project Planning Control 4 E Part 3 ppt

... practice a document control procedure may be either a single page of A4 or several pages of a spreadsheet as part of the computerized project management system. The format should, however, feature ... acknowledgement of receipt. Where changes have been made to one or more pages of a multi-page document, such as a project management plan, it is only necessary to issue the revised pages...

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Project Planning Control 4 E Part 4 pot

Project Planning Control 4 E Part 4 pot

... organized into disciplines or work areas and eliminates the need to enter reference numbers into the nodes. Instead the grid reference numbers (or letters) can be fed into the computer. The grid ... title can be written and the node need be no larger than a few millimetres in diameter – if the coordinate method is used. The difference (or similarity) between an arrow diagram and a precedence...

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Project Planning Control 4 E Part 5 pptx

Project Planning Control 4 E Part 5 pptx

... TE E + TE B + D =TL E – TE E i .e. as the latest time of the end event minus the earliest time of the end event. It is, therefore, the same as the end slack. Independent float The difference between ... where several meet at one event, i .e. if x activities meet at a node, it is possible that x–1 of these have free float. This free float may be defined as earliest time of end event minu...

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Project Planning Control 4 E Part 7 ppt

Project Planning Control 4 E Part 7 ppt

... produce and operate integrated project management systems. By using the various regular inputs generated by the different operating departments, these systems can, on demand, give the project manager ... report Perhaps the best evidence that networks are most effective when kept simple is given by the NEDO report referred to in the Preface to the first edition of this book. The relevant p...

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Project Planning Control 4 E Part 8 pps

Project Planning Control 4 E Part 8 pps

... S/C – – – 367 660 381 318 43 8 % 91 9 % 34 19 32 7 8 0 2 2 1 1 0 0 1 Delay 3 34 33 216 74 41 69 15 17 74 70 118 31 17 33 583 343 40 3 60 44 8 153 85 143 31 36 153 33 55 26 36 44 8 303 331 28 368 125 70 118 26 29 125 12 29 368 166 1 54 (12) 171 58 33 55 12 13 58 13 171 71 (71) 600 60 247 84 47 79 17 20 84 85 143 3 34 15 20 60 90 7 741 525 (216) 347 34...

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Project Planning Control 4 E Part 10 ppsx

Project Planning Control 4 E Part 10 ppsx

... even retrospectively. It can be seen in Table 28.6 that 1 Materials have to be ordered 4 weeks before use. 2 Materials have to be delivered 1 week before use. 3 Materials are paid for 4 weeks ... a regular site measure. 8 Labour is paid weekly. Suppliers and plant hire are paid 4 weeks after delivery. Materials and plant must be ordered 2 weeks before site requirement. 9 The average l...

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Project Planning Control 4 E Part 11 doc

Project Planning Control 4 E Part 11 doc

... 40 49 – – + + 3563 5 Days 6 7 8 91 0 11 12 13 14 15 5 6 7 8 9 10 11 12 13 15 14 Substantive 28 74 42 84 3165 47 16 33 64 5011 3 641 542 4 3826 93 0 93 0 1511 Costs 5700 392 6 5850 39 34 5863 40 35 6013 42 45 6326 44 55 1083 1083 25 94 4756 3 548 6 640 313 3 14 Week 10 Figure 28.16 Example of integration of tools and techniques Once the decision has been made to pr...

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