CONTRACTS-Con.
CONSTRUCTION AND OPERATION
Actions of Parties
1. Where the contractor's inter- pretation of an arguably ambiguous construction contract provision gov- erning variations in inter- nal pipe diameters would largely nullify a limita- tion on the length of the pipe over which the maxi- mum internal variation of the pipe could extend and where the contractor did not protest the Govern- ment's interpretation, but took actions which were only consistent with agreement to or acqui- escence in the Govern- ment's interpretation, the Board holds that a dis- agreement with the Gov- ernment's interpretation first expressed over three months after a problem with internal pipe diam- eters was brought to the contractor's attention by the rejection of a sub- stantial quantity of pipes was untimely and the contractor's claim for a constructive change
based on misinterpre-
tation of the contract was denied...
2. Where a contract provision
prescribed a method for the repair of airholes in gasket bearing areas of concrete pipe and pro- vided that "All other re- pairs shall be made in accordance with the pro- cedures of Chapter VII of the Sixth Edition of the
CONTRACTS-Con.
CONSTRUCTION AND OPERA- TION-Con.
Actions of Parties-Con.
Bureau of Reclamation Concrete Manual," and the Concrete Manual, in addition to prescribing methods of repair, listed nine defects which were normally repairable and where the evidence estab- lished that during con- tract performance the parties considered the Concrete Manual to con- trol not only methods of repair but also the types of repairable defects, re- pair of the listed defects was permissible notwith- standing that the con- tract reference was to "procedures" of the Con- crete Manual and the Government's contention that under the diction- ary "procedures" and "methods" have the same meaning____
3. The Board denies a construc- tion contractor's claim for the cost of construc- ting a dike which was not
Actions of Parties-Con. was not ordered or ap- proved by anyone having authority to commit the Government; and (iv) the contractor failed to pro- test to the contracting officer when the alleged extra work was per- formed.
4. A contractor's claim for the cost of repairing a lagoon which was allegedly dam- aged because a dike not required by the contract channeled floodwaters
from a rainstorm into the lagoon was denied where the evidence did not establish Government re- sponsibility for the ex- istence of the dike, a portion of the damage was attributable to an open sewer trench which was the contractor's respon- sibility and the evidence did not establish that the dike was a principal caus- ative factor in flood dam- age to the lagoon. Under the Permits and Respon- sibilities clause (Article 12 of Standard Form 23-A, June 1964 Edition), the contractor is respon- sible for the work until completion and final ac- ceptance..
Allowable Costs
1. Where a contractor under a
cost-plus-fixed-fee con- tract gave notice of an impending overrun but proceeded with perform- ance without being ad- vised that additional funds had been provided
CONTRACTS-Con.
CONSTRUCTION AND OPERA-
Allowable Costs-Con.
as specified in the Limi- tation of Cost Clause in circumstances where the evidence did not estab- lish that the contractor was directed or induced to continue performance, that there was any under- standing that additional funds would be provided, or that a change to the contract had occurred, the contractor's claim for overrun is denied on the grounds that the con- tractor had proceeded with performance at his own risk and that wheth- er additional funds would be provided was within
Changed Conditions (Differ- ing Site Conditions)
1. Where a contract for the con- struction of a road pro- vided for the placement of underdrain, estimated at 3000 linear feet, a claim by a contractor under the Changed Conditions clause upon encountering water seepage, which necessitated less than 3000 linear feet of under- drain to be placed, was denied, since the presence of a wet condition should have been reasonably anticipated from a study of the contractual docu- ments and the amount of wetness encountered was actually less than the con- tractor might have ex-
CONTRACTS-Con.
CONSTRUCTION AND OPERA- TION-Con.
Changed Conditions (Differ- ing Site Conditions)—Con. 2. Quantities of rock encoun- tered by a road construc- tion contractor materially in excess of what should have been anticipated from the contract plans together with the absence of suitable material in situ or from borrow for finishing the road to satisfy Government re- quirements is found to constitute a Category 1 Changed Condition where the contract docu- ments taken as a whole and construed in the light of the evidence of record indicated that conditions would be more favorable than those actually ex- perienced in construc- tion_...
Changes and Extras
1. Where the contractor's in- terpretation of an argu- ably ambigous construc- tion contract provision governing variations in internal pipe diameters would largely nullify a limitation on the length of the pipe over which the maximum internal variation of the pipe could extend and where the contractor did not protest the Government's interpretation, but took actions which were only consistent with agreement to or acquiescence in the Government's interpreta- tion, the Board holds that a disagreement with the
CONTRACTS Con.
CONSTRUCTION AND OPERA-
Government's interpreta- tion first expressed over three months after problem with pipe diameters was brought to the contrac- tor's attention by the re- jection of a substantial quantity of pipes was untimely and the con- tractor's claim for a con- structive change based on misinterpretation of the contract was denied.. 2. Where the Board found that the contracts contem- plated that repair of listed defects in accordance with the Concrete Man- ual was permissible and the Concrete Manual contained a provision providing that "repairs should not be permitted when the imperfections or damage are the result of a continuing failure to take known corrective action," the Board rules that a reasonable interpretation of the quoted provision would permit the denial of otherwise allowable re- pairs if the defects or damage were attribut- able to the contractor's continued or prolonged failure to implement measures which the con- tractor either knows or as a reasonably skilled con- tractor should know would eliminate or allevi- ate the defects. The evidence having estab- lished the cause of a particular defect and that the defect occurred in significant numbers of 532-404-74-
pipes over a substantial period of time, the re- fusal to permit such defects to be repaired did not constitute a change to the contract. The Government's refusal to permit certain other re- pairs which the evidence established was based on concern for the integrity of any repair generally rather than the contrac- tor's continuing failure to take known corrective action did constitute a change to the contract___ 3. Where the Concrete Manual placed limitations on the repairable area of certain defects and did not limit the repairable area of certain other defects but the evidence established that all such defects were not repairable without re- gard to magnitude and extent, and the evidence established that repairs normally permitted by the Concrete Manual were not allowed, but evidence of the extent of defects on rejected pipes was lacking, the Board holds that the contractor has failed to carry its burden of proof that pipes were improp- erly rejected. As to identified pipes which appellant's expert wit- ness testified were repair- able in accordance with the Concrete Manual, the Board holds that appellant has established prima facie that the pipes were improperly rejected.
Changes and Extras-Con.
4. Where the Government re- - fused to allow repairs to certain defects permitted by the Concrete Manual prior to conducting hy- drostatic tests on the pipes and it appeared that at least some of the pipes would have passed the test and been accept- able if repairs in accord- ance with the Concrete Manual had been allow- ed, the Government by its actions has made the evidence unavailable and the Board utilizes a "jury verdict" approach to de- termine the number of pipes which could have been repaired under the Concrete Manual and made acceptable-----
5. Where the Government re- quired hydrostatic tests of pipes in excess of those specified by the contracts, the Board rules that the contractor's entitlement to compensation for such tests could properly turn on the results of the tests inasmuch as the Inspec- tion and Acceptance Clause of the General Provisions (Standard Form 23-A, April 1961 Edition) allows the Gov- ernment at any time before final acceptance of the entire work to request the removal of completed work at the contractor's expense if the work does not conform to contract requirements and for an equitable adjustment to the contractor if the work
6. Where the evidence failed to
support the contractor's claim as to the amount of extra repair work and testing required by the Government and the quantity of pipe which was improperly rejected and there was substantial evidence that the contrac- tor had underbid the work and that a signifi- cant portion of the con- tractor's costs in addition to its estimates was due to factors such as unproven or unsuitable machinery and equipment, improper maintenance and inex- perienced and unskilled labor, justification for the total cost method of computing an equitable adjustment has not been established. The Board holds that the equitable adjustment due the con- tractor may properly be computed on the basis of summaries of costs from appellant's books and rec- ords, overruling a Gov- ernment objection to such cost presentation made for the first time on brief that the books and records from which the summaries were prepared were not available at the hearing, since the record revealed that appellant had re- peatedly offered to make its records available for audit by the Government prior to the hearing............
7. The Board denied the Gov- ernment's motions to dis-
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