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3720 - Board of Claims

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Gasparini, 187 A.2d at 161-162; S. J. Groves & Sons, Co., 343 A.2d at 76; C.J. Langenfelder &<br />

Son, 404 A.2d at 750-751.<br />

64. Because we have found that Intercounty’s estimate <strong>of</strong> 68 days <strong>of</strong> lost productivity<br />

incurred by it on the Project due to PennDOT’s breaches <strong>of</strong> Contract and active interference with<br />

its work is justified, adequately supported and reasonably certain, PennDOT is liable to<br />

Intercounty for lost productivity costs <strong>of</strong> $364,480 plus appropriate markup pursuant to Section<br />

110.03(d)(4) and (7) <strong>of</strong> $41,191, for total disruption damages due to Intercounty <strong>of</strong> $405,671.00.<br />

408 Specifications § 110.03(d)(4) and (7). See e.g., Spang & Co. v. U.S. Steel Corp., 545 A.2d<br />

861, 866-67 (Pa. 1988); A.G. Cullen, 898 A.2d at 1161; C. Ernst, Inc. v. Koppers Co., Inc., 626<br />

F.2d 324 (3 rd Cir. 1980).<br />

65. Sections 203.1, 203.3(j), 205.3(a), 205.4(a) and 206.4(a) <strong>of</strong> the 408 Specifications<br />

provide that the payment rate allotted in the Contract for Class 1 Excavation includes the building<br />

<strong>of</strong> embankments and no extra payment will be made for hauling material, wasting material, or<br />

purchasing borrow material for replacement. 408 Specifications §§ 203.1, 203.3(j), 205.3(a),<br />

206.4(a).<br />

66. Pursuant to the Contract and Project plans, Intercounty was required to build<br />

embankments along the roadway in Sections One and Two and then excavate hillside in Section<br />

Three in order to straighten and widen the roadway. Exs. P-8, P-59.<br />

67. Under the original Construction Sequence, Intercounty was to start work in Section<br />

One, move to Section Two and finish with Section Three. Additionally, it was only permitted to<br />

work in one section <strong>of</strong> the roadway at a time and was required to finish that section before moving<br />

to the next section. Ex. P-8, P-59.<br />

68. Because we have found that the reversal <strong>of</strong> the Construction Sequence did not cause<br />

Intercounty to incur extra costs for rehandling stockpiled excavation material but actually allowed<br />

it to avoid substantial costs it would have incurred under the original sequencing (for purchasing<br />

and importing fill to construct the embankments in Sections One and Two and the further costs for<br />

disposal <strong>of</strong> the extra material excavated from the hillside in Section Three required under the<br />

provisions <strong>of</strong> the Contract and the 408 Specifications), we find Intercounty is not entitled to<br />

recover any further payment for its rehandling claim and that PennDOT has no liability to<br />

Intercounty for these costs. Exs. P-8, P-2A; 408 Specifications §§ 203.1, 203.3(j), 205.3(a),<br />

206.4(a).<br />

69. Pursuant to Sections 210.3 and 210.4 <strong>of</strong> the 408 Specifications, Intercounty was<br />

required to excavate and replace unstable material encountered in the subgrade as needed to attain<br />

required stability <strong>of</strong> the subgrade. 408 Specifications §§ 210.3 and 210.4.<br />

70. Pursuant to Section 203 <strong>of</strong> the 408 Specifications, removal and replacement <strong>of</strong> such<br />

unsuitable material causing instability in the subgrade, as directed by PennDOT, was within the<br />

definition <strong>of</strong> Class 1 Excavation in Section 203 <strong>of</strong> the 408 Specifications. 408 Specifications §<br />

203.<br />

58

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