Civil Engineering Project Management (4th Edition)

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Preface Most civil engineering construction projects are completed to time and budget but few get publicity for it. More often building projects are reported as exceeding time or budget because a building has to cater for the diverse needs of the many users of the building which can be difficult to forecast or may change as construction proceeds. In civil engineering the principal hazards come from the need to deal with below ground conditions, make structures out of re-assembled soils or rocks, and to cater for the forces of impounded or flowing water. The construction of roads, railways, tunnels, bridges, pipelines, dams, harbours, canals and river training measures, flood and sea defences, must all be tailored to the conditions found on site as construction proceeds because it is not possible to foresee such conditions in every detail beforehand. As a result the successful management of a civil engineering project depends upon use of an appropriate contract for construction; the judgements of the civil engineer in charge and his team of engineering advisers; the need to arrange for supervision of the work of construction as it proceeds, and on the competence of the contractor engaged to build the works and his engineers and tradesmen. The first four chapters of this book show the advantages and disadvantages of various ways in which a civil project can be commissioned, dependent upon the nature of the project and the needs of the project promoter. The recent legislative changes applying to construction contracts are noted, and the various different approaches now being adopted, such as partnering, ‘PFI’ and ‘PPP’ are explained and commented on. The book then sets out in practical detail all the measures and precautions the engineer in charge and his staff of engineers should take to ensure successful management and completion of a project. The authors draw upon their experience in managing many projects both in the UK and overseas. Thus the book is intended to be a practical guide for project engineers, and a source of information for student civil engineers joining the profession. The author Alan Twort is a former consultant to Binnie & Partners responsible for many projects including the repair or reconstruction of several dams. Gordon Rees is a former Contracts Department Manager for Binnie & Partners and later Black & Veatch. He is now an independent consultant and an accredited adjudicator for ICE and FIDIC civil engineering contracts. Alan C. Twort J. Gordon Rees
Acknowledgements Contributing author for Chapter 10 from Black & Veatch Consulting E. Ruth Davies MSc, BEng, CEng, MICE, MIOSH Safety Manager Technical advisers from Black & Veatch Consulting Keith Gardner CEng, FI Struct E, MICE Chief Structural Engineer John Petrie MSc, C Geol, FGS Chief <strong>Engineering</strong> Geologist
Page 2 and 3: Civil Engineering Project Managemen
Page 4 and 5: Civil Engineering Project Managemen
Page 6 and 7: Contents Preface xiii Acknowledgeme
Page 8 and 9: Contents vii 4.3 Conditions publish
Page 10 and 11: Contents ix 10.3 The Health and Saf
Page 12 and 13: Contents xi 15.4 Problems with clas
Page 16 and 17: 1 The development of construction p
Page 18 and 19: The great majority of all civil eng
Page 20 and 21: and takes over ownership of them at
Page 22 and 23: The development of construction pro
Page 24 and 25: supported by the DETR’s 7 Constru
Page 26 and 27: advantage is that a contractor who
Page 28 and 29: civil engineering, incorrect or ins
Page 30 and 31: The development of construction pro
Page 32 and 33: 2 Procedures for design and constru
Page 34 and 35: 2.3 Options for design The followin
Page 36 and 37: utilities in the UK continued to us
Page 38 and 39: Some plant suppliers, however, will
Page 40 and 41: • The promoter may need to employ
Page 42 and 43: given period of a year or longer. T
Page 44 and 45: 3 Payment arrangements, risks and p
Page 46 and 47: (c) Lump sum contracts Payment arra
Page 48 and 49: inflation of prices after he has te
Page 50 and 51: Payment arrangements, risks and pro
Page 52 and 53: Payment arrangements, risks and pro
Page 54 and 55: if not, to make some deletion to re
Page 56 and 57: Contract conditions used for civil
Page 58 and 59: D&C contracts are often used when t
Page 60 and 61: 4.3 Conditions published by the Int
Page 62 and 63: authorities. A range of standard fo
Page 64 and 65:
Contract conditions used for civil
Page 66 and 67:
5.2 Roles of the key participants i
Page 68 and 69:
Preparing contract documents 53 the
Page 70 and 71:
Preparing contract documents 55 mat
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work. Some methods may need to be s
Page 74 and 75:
personnel may also be included. Thi
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Preparing contract documents 61 hen
Page 78 and 79:
Preparing contract documents 63 ‘
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invited to bid for the project. Con
Page 82 and 83:
Tendering 67 If pre-qualification i
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construction, so that they can plan
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e avoided because they can provide
Page 88 and 89:
corrected. Where this results in an
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6.8 Choosing a tender Tendering 75
Page 92 and 93:
Tendering 77 • an intent that the
Page 94 and 95:
Appendix: UK Regulations UK Statuto
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execution of the contract, but he d
Page 98 and 99:
of formwork carpenters, steel erect
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The contractor’s site organizatio
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The contractor’s site organizatio
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8.1 Introduction 8 The employer and
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8.3 A note on alternative provision
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further drawings the contractor nee
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(see References 5 and 6). But under
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The resident engineer’s duties 97
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need to go carefully at first so th
Page 118 and 119:
Page 120 and 121:
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10 Health and safety regulations 10
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Health and safety regulations 109 N
Page 126 and 127:
10.5 Training As part of the drive
Page 128 and 129:
should be evaluated. This is a new
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10.9 The Construction (Health, Safe
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Health and safety regulations 117 C
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enable first aid to be given to emp
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• The programme for construction
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• rainfall and runoff data; • d
Page 140 and 141:
Starting the construction work 125
Page 142 and 143:
Starting the construction work 127
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12.2 Levelling Site surveys, invest
Page 146 and 147:
each floor. Alternatively an optica
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instance, it will have to be starte
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Percussion drilling Site surveys, i
Page 152 and 153:
For grading analyses of soils 4. A
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Site surveys, investigations and la
Page 156 and 157:
Contract state that the employer wi
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The drainage of clay or clay and si
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General files (Series 1-9) The resi
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If an instruction does not vary the
Page 164 and 165:
The resident engineer’s office re
Page 166 and 167:
Page 168 and 169:
13.8 Authorization of dayworks The
Page 170 and 171:
Page 172 and 173:
with the engineer. If the decision
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Fig. 13.7. A page of a pipe stock b
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in red on a copy of the contract dr
Page 180 and 181:
14 Programme and progress charts 14
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how any consequential delay to the
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Description EXC. & filling soil str
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Programme and progress charts 171 d
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Height A.O.D. 200m 100m Pumping sta
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success leads to another. By experi
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Table 14.1 Estimated Final Cost of
Page 194 and 195:
Measurement and bills of quantities
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‘Painting items N1-N13 after erec
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Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
a tender is in the tenderer’s han
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other tenderers, etc., the contract
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Interim monthly payments 197 28 day
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Interim monthly payments 199 paid t
Page 216 and 217:
Interim monthly payments 201 into d
Page 218 and 219:
or for which contractual dates for
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Interim monthly payments 205 the co
Page 222 and 223:
Variations and claims 207 reaching
Page 224 and 225:
Variations and claims 209 Extensive
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The problem of setting rates for ne
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Variations and claims 213 that the
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costs. The problem is that borings
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17.10 Delay claims Variations and c
Page 234 and 235:
Variations and claims 219 Some othe
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concerning a contractor’s claim,
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17.16 Arbitration Under the ICE con
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18 Earthworks and pipelines 18.1 Ex
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The grab has a low output rate, but
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match the timing of empty vehicles
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are then more clearly revealed. The
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minimum rise or fall. The preferred
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Earthworks and pipelines 235 The cr
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Table 19.1 Site concreting and rein
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Site concreting and reinforcement 2
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Page 260 and 261:
Page 262 and 263:
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eason, the contractor has to take s
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Page 270 and 271:
Page 272 and 273:
Acceptance of tender 76 ACE (Assn.
Page 274 and 275:
Design options 24 et seq. Design an
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One stop shop 15 Opening tenders 71
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Time schedule of key dates 168 Tran
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Plate 2a. An early use of a large t
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Plate 4a. Rollers compacting side s
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Plate 6b. Steel piling sometimes do
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Plate 8a. Presumably somebody thoug
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Plate 10a. It is almost universal t
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Plate 12a. On any job not properly
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Plate 14a. The typical fluidity of
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Plate 16a. If reinforcement is not
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