Civil Engineering Project Management (4th Edition)

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Plate 6b. Steel piling sometimes does not go where the civil engineer thinks it has – especially when he was not aware the ground contained boulders or other obstructions Plate 6a. A problem for the designer under the Construction (Design and <strong>Management</strong>) Regulations 1994 who has to pay ‘adequate regard to the need to avoid foreseeable risks’ (see p. 107 et seq.). The designer may decide a stable berm should be cut into the hillside before the pipe trench is excavated
Plate 7a. Erosion of a newly placed embankment by rainfall runoff from the formation above. This is likely to be a contractor’s risk, as it is ‘a condition due to weather conditions’ under ICE conditions Clause 12 Plate 7b. An early photo showing unsafe conditions not now permissible. The designer would now have to consider any safer alternative route for the trench, or require a safe berm to be cut into the hillside first to give a shallower trench. The contractor must fully support the trench sides and require his men to wear hard hats.
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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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Page 238 and 239: 17.16 Arbitration Under the ICE con
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Page 242 and 243: The grab has a low output rate, but
Page 244 and 245: match the timing of empty vehicles
Page 246 and 247: are then more clearly revealed. The
Page 248 and 249: minimum rise or fall. The preferred
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Page 252 and 253: Table 19.1 Site concreting and rein
Page 256 and 257: Site concreting and reinforcement 2
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 286 and 287: Plate 8a. Presumably somebody thoug
Page 288 and 289: Plate 10a. It is almost universal t
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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