Civil Engineering Project Management (4th Edition)

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Plate 10a. It is almost universal to use the hydraulic excavator also as a crane Plate 10b. Well-designed steel shuttering for a single-lift wall pour of concrete. Safety regulations require full boarding and a toeboard to the access walkway
Plate 11a. An early photo of congested pipework being built in the base of a shaft, taking more than a week to complete. Hard hats must now be worn. Plate 11b. A sophisticated gantry for handling and placing pre-cast concrete bridge and other units. Ghazi Barotha Hydropower project, Pakistan 2001
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Civil Engineering Project Managemen
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Civil Engineering Project Managemen
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Contents Preface xiii Acknowledgeme
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Contents vii 4.3 Conditions publish
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Contents ix 10.3 The Health and Saf
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Contents xi 15.4 Problems with clas
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Preface Most civil engineering cons
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1 The development of construction p
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The great majority of all civil eng
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and takes over ownership of them at
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The development of construction pro
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supported by the DETR’s 7 Constru
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advantage is that a contractor who
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civil engineering, incorrect or ins
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The development of construction pro
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2 Procedures for design and constru
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2.3 Options for design The followin
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utilities in the UK continued to us
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Some plant suppliers, however, will
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• The promoter may need to employ
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given period of a year or longer. T
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3 Payment arrangements, risks and p
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(c) Lump sum contracts Payment arra
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inflation of prices after he has te
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Payment arrangements, risks and pro
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Payment arrangements, risks and pro
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if not, to make some deletion to re
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Contract conditions used for civil
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D&C contracts are often used when t
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4.3 Conditions published by the Int
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authorities. A range of standard fo
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Contract conditions used for civil
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5.2 Roles of the key participants i
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Preparing contract documents 53 the
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Preparing contract documents 55 mat
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work. Some methods may need to be s
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personnel may also be included. Thi
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Preparing contract documents 61 hen
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Preparing contract documents 63 ‘
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invited to bid for the project. Con
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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
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corrected. Where this results in an
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6.8 Choosing a tender Tendering 75
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Tendering 77 • an intent that the
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Appendix: UK Regulations UK Statuto
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execution of the contract, but he d
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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
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10 Health and safety regulations 10
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Health and safety regulations 109 N
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10.5 Training As part of the drive
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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
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Starting the construction work 125
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Starting the construction work 127
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12.2 Levelling Site surveys, invest
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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
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For grading analyses of soils 4. A
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Site surveys, investigations and la
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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
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The resident engineer’s office re
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13.8 Authorization of dayworks The
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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
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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
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Measurement and bills of quantities
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‘Painting items N1-N13 after erec
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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
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Interim monthly payments 201 into d
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or for which contractual dates for
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Interim monthly payments 205 the co
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Variations and claims 207 reaching
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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
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Variations and claims 219 Some othe
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concerning a contractor’s claim,
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Page 242 and 243: The grab has a low output rate, but
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Page 246 and 247: are then more clearly revealed. The
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Page 252 and 253: Table 19.1 Site concreting and rein
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Page 266 and 267: eason, the contractor has to take s
Page 272 and 273: Acceptance of tender 76 ACE (Assn.
Page 274 and 275: Design options 24 et seq. Design an
Page 276 and 277: One stop shop 15 Opening tenders 71
Page 278 and 279: Time schedule of key dates 168 Tran
Page 280 and 281: Plate 2a. An early use of a large t
Page 282 and 283: Plate 4a. Rollers compacting side s
Page 284 and 285: Plate 6b. Steel piling sometimes do
Page 286 and 287: Plate 8a. Presumably somebody thoug
Page 290 and 291: Plate 12a. On any job not properly
Page 292 and 293: Plate 14a. The typical fluidity of
Page 294: Plate 16a. If reinforcement is not
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Civil Engineering Project Management (4th Edition)

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