Civil Engineering Project Management (4th Edition)

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Contents xi 15.4 Problems with classes of work and number of items 181 15.5 Accuracy of quantities: provisional quantities 182 15.6 Billing of quantities for building work 183 15.7 Some problems of billing 184 Excavation 184 Working space 185 Pipelines 185 Earthwork construction 186 Concrete 186 Brickwork 187 15.8 Use of nominated sub-contractors 187 15.9 Prime cost items 188 15.10 The preliminaries bill and method-related items 189 Temporary works 189 Items added 191 Method-related items 191 Division of items in the preliminaries bill 192 Problems with <strong>Civil</strong> <strong>Engineering</strong> Standard Method 193 of Measurement 15.11 Adjustment item to the total price 194 15.12 Preamble to bill of quantities 195 15.13 List of principal quantities 195 16 Interim monthly payments 196 16.1 Handling interim payments 196 16.2 Agreeing quantities for payment 197 16.3 Payment for extra work, dayworks and claims 198 16.4 Payment of lump sums, method related items and 199 any adjustment item 16.5 Payment for materials on site 200 16.6 Payment for materials manufactured off site 201 16.7 Payment for manufactured items shipped overseas 202 16.8 Price adjustment 202 16.9 Cost reimbursement 203 16.10 Retention and other matters 204 17 Variations and claims 206 17.1 Who deals with variations and claims 206 17.2 Payment for increased quantities 207 17.3 Ordered variations 208 17.4 Rates for ordered variations 210 17.5 Variations proposed by the contractor 211 17.6 Claims from the contractor 212 17.7 Sheets submitted ‘for record purposes only’ 213 17.8 Clause 12 claims for unforeseen conditions 214 17.9 Payment for unforeseen conditions 215
xii Contents 17.10 Delay claims 217 17.11 Estimating delay costs 218 17.12 Quotations from a contractor for undertaking variations 219 17.13 Time limits and interest payable on late payments 220 17.14 Adjudication 221 17.15 Alternative dispute resolution 222 17.16 Arbitration 223 17.17 Minimizing claims and disputes 223 18 Earthworks and pipelines 225 18.1 Excavating and earth-placing machinery 225 18.2 Controlling excavation 227 18.3 Haulage of excavated material 228 18.4 Placing and compacting fill 229 18.5 Watching fill quality 230 18.6 Site roads 231 18.7 Trenching for pipelines 232 18.8 Thrust blocks and testing pipelines 233 18.9 Handling and jointing large pipes and fittings 234 19 Site concreting and reinforcement 236 19.1 Development of concrete practice 236 19.2 Standards for concrete quality 238 19.3 Practical compliance with concrete standards 240 19.4 Grading of aggregates and their suitable mixing 242 19.5 Workability of concrete and admixtures 243 19.6 Practical points in producing good concrete 245 19.7 Some causes of unsatisfactory concrete test results 247 19.8 Site checks on concrete quality 248 19.9 Conveyance and placing of concrete 250 19.10 Construction and other joints 251 19.11 Concrete finish problems 252 19.12 Handling and fixing steel reinforcement 253 References 256 Index 257
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 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 254 and 255:
Page 256 and 257:
Site concreting and reinforcement 2
Page 258 and 259:
Page 260 and 261:
Page 262 and 263:
Page 264 and 265:
Page 266 and 267:
eason, the contractor has to take s
Page 268 and 269:
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
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
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Plate 6b. Steel piling sometimes do
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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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