Civil Engineering Project Management (4th Edition)

More documents

Recommendations

Info

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
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 14 and 15:
Preface Most civil engineering cons
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
Page 72 and 73:
work. Some methods may need to be s
Page 74 and 75:
personnel may also be included. Thi
Page 76 and 77:
Preparing contract documents 61 hen
Page 78 and 79:
Preparing contract documents 63 ‘
Page 80 and 81:
invited to bid for the project. Con
Page 82 and 83:
Tendering 67 If pre-qualification i
Page 84 and 85:
construction, so that they can plan
Page 86 and 87:
e avoided because they can provide
Page 88 and 89:
corrected. Where this results in an
Page 90 and 91:
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
Page 96 and 97:
execution of the contract, but he d
Page 98 and 99:
of formwork carpenters, steel erect
Page 100 and 101:
The contractor’s site organizatio
Page 102 and 103:
The contractor’s site organizatio
Page 104 and 105:
8.1 Introduction 8 The employer and
Page 106 and 107:
8.3 A note on alternative provision
Page 108 and 109:
further drawings the contractor nee
Page 110 and 111:
(see References 5 and 6). But under
Page 112 and 113:
The resident engineer’s duties 97
Page 114 and 115:
Page 116 and 117:
need to go carefully at first so th
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
10 Health and safety regulations 10
Page 124 and 125:
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
Page 130 and 131:
10.9 The Construction (Health, Safe
Page 132 and 133:
Health and safety regulations 117 C
Page 134 and 135:
enable first aid to be given to emp
Page 136 and 137:
• The programme for construction
Page 138 and 139:
• rainfall and runoff data; • d
Page 140 and 141:
Starting the construction work 125
Page 142 and 143:
Starting the construction work 127
Page 144 and 145:
12.2 Levelling Site surveys, invest
Page 146 and 147:
each floor. Alternatively an optica
Page 148 and 149:
instance, it will have to be starte
Page 150 and 151:
Percussion drilling Site surveys, i
Page 152 and 153:
For grading analyses of soils 4. A
Page 154 and 155:
Site surveys, investigations and la
Page 156 and 157:
Contract state that the employer wi
Page 158 and 159:
The drainage of clay or clay and si
Page 160 and 161:
General files (Series 1-9) The resi
Page 162 and 163:
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
Page 174 and 175:
Fig. 13.7. A page of a pipe stock b
Page 176 and 177:
Page 178 and 179:
in red on a copy of the contract dr
Page 180 and 181:
14 Programme and progress charts 14
Page 182 and 183:
how any consequential delay to the
Page 184 and 185:
Description EXC. & filling soil str
Page 186 and 187:
Programme and progress charts 171 d
Page 188 and 189:
Height A.O.D. 200m 100m Pumping sta
Page 190 and 191:
success leads to another. By experi
Page 192 and 193:
Table 14.1 Estimated Final Cost of
Page 194 and 195:
Measurement and bills of quantities
Page 196 and 197:
‘Painting items N1-N13 after erec
Page 198 and 199:
Page 200 and 201:
Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
a tender is in the tenderer’s han
Page 208 and 209:
Page 210 and 211:
other tenderers, etc., the contract
Page 212 and 213:
Interim monthly payments 197 28 day
Page 214 and 215:
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
Page 220 and 221:
Interim monthly payments 205 the co
Page 222 and 223:
Variations and claims 207 reaching
Page 224 and 225:
Variations and claims 209 Extensive
Page 226 and 227:
The problem of setting rates for ne
Page 228 and 229:
Variations and claims 213 that the
Page 230 and 231:
costs. The problem is that borings
Page 232 and 233:
17.10 Delay claims Variations and c
Page 234 and 235:
Variations and claims 219 Some othe
Page 236 and 237:
concerning a contractor’s claim,
Page 238 and 239: 17.16 Arbitration Under the ICE con
Page 240 and 241: 18 Earthworks and pipelines 18.1 Ex
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
Page 250 and 251: Earthworks and pipelines 235 The cr
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 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
show all

Civil Engineering Project Management (4th Edition)

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?