Civil Engineering Project Management (4th Edition)

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Interim monthly payments 205 the contract. If any are applicable, the employer may wish to deduct them from any payment due to the contractor, otherwise they may be more difficult to recover later. At completion the engineer will need to re-assess any extension of time due to the contractor and advise the employer regarding any damages due. Deduction of damages is not a matter for the engineer to certify, but for the employer to decide and apply.
17 Variations and claims 17.1 Who deals with variations and claims The two parties immediately concerned with the issue of variation orders and the handling of contractor’s claims are the engineer under the contract, and the resident engineer. While on overseas sites the resident engineer may have powers delegated to him to agree payments and to value variations (see Sec-tion 9.2) this would rarely be the case in the UK and, under ICE conditions, he cannot be delegated powers to settle the contractor’s claims for delay or the cost of meeting unforeseen conditions in accordance with Clause 12(6). Also only the engineer has authority to issue the final certificate for payment, which of course, can include revision of any payments previously certified in the interim payment certificates. In practice the resident engineer conducts the ‘first stage’ negotiation work on payment matters, digging out and recording all the relevant information, examining and checking the contractor’s claims or justification of new rates he wants for varied work, and endeavouring to reach agreement with the contractor on what a fair rate should be under the terms of the contract. He reports all this to the engineer. If the resident engineer can get the contractor’s agreement to a payment, which the engineer approves, this has the advantage that the contractor can have confidence that agreements he reaches with the resident engineer will not later be overturned. The employer should normally be kept regularly informed of the progress and state of the contract. This information will include: major variations that the engineer has had to make; whether many claims have been put in by the contractor and what substance there is to them; and what the likely effect on the total cost of the contract will be. The employer may require to be consulted on any claim so that he can give his views on it before the engineer comes to a decision. Some contracts, such as the FIDIC <strong>4th</strong> edition, specifically require the engineer to consult with the employer as well as the contractor before
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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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The resident engineer’s office re
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13.8 Authorization of dayworks The
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Page 172 and 173: with the engineer. If the decision
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Page 180 and 181: 14 Programme and progress charts 14
Page 182 and 183: how any consequential delay to the
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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
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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 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
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Page 238 and 239: 17.16 Arbitration Under the ICE con
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Page 244 and 245: match the timing of empty vehicles
Page 246 and 247: are then more clearly revealed. The
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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
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Site concreting and reinforcement 2
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Acceptance of tender 76 ACE (Assn.
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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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Civil Engineering Project Management (4th Edition)

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