Case: S. A. Jais and Company and Othersv. Gujarat Electricity Board,. (Civil Appeal No. 2310 (N) of 1972) and Gujarat Electricity Board Vs. S. A. Jais and Company and Others(Civil Appeal No. 2311 (N) of 1972)

3. The appellants in Civil Appeal No. 2310 of 1972 and the respondents in Civil Appeal No. 2311 of 1972 are a partnership firm and its partners. The respondent in Civil Appeal No. 2310 of 1972 and the appellant in Civil Appeal No. 2311 of 1972 is the Gujarat Electricity Board. A suit was instituted by the said partnership firm and its partners against the said Electricity Board in the Court of the Joint Civil Judge, Senior Division, Baroda, claiming certain amounts in respect of the work done under a construction contract and for certain extra items of work. We propose to refer to the parties by their description in the suit. Since the dispute in the appeals before us relates to only three items, we propose to refer to the facts which relate to those three items alone. The trial court passed a decree in favour of the plaintiffs and against the defendant for a sum of Rs. 1, 33, 956.25 in respect of the claims of the plaintiffs for the amounts which allegedly remained payable to the plaintiffs. Out of these amounts, an amount of Rs. 1, 00, 522.28 was in respect of excavation of rock, two amounts of Rs. 13, 930.10 each were forfor cement concrete work at the bottom of the tank to be constructed andfor masonry walls and a sum of Rs. 4662.84 was given as the extra amount for transport of excavated soil. The defendant preferred an appeal against this decision to the High Court of Gujarat, being First Appeal No. 32 of 1964 and the plaintiffs filed theirin the said appeal. The Division Bench of the Gujarat High Court, which disposed of the said appeal, reduced the amount to be paid to the plaintiffs forwork to Rs. 62, 740 and held that the remaining amounts set out earlier forand transport of excavated soil were not liable to be paid by the defendant to the plaintiffs. The appeal and thewere both allowed with proportionate costs

Reasoning: 4. Coming to the first item in respect of which there is a dispute, although counsel argued at some length before us, the dispute is really in a narrow compass. One controversy was whether the item ofis an item included in the contract and is liable to be paid for at the contract rates only, namely, Rs. 8 to Rs. 14 per hundred cubic feet in respect of excavation work at different levels as set out in paragraph 14 of the judgment of the Division Bench. The excavation referred to in the contract was of murram including hard murram. It is a common ground that there was no specific mentioned of excavation in rock or cutting of rock under the contract. The relevant term only spoke of "excavation for tank in any soil, murram sock, etc.". The only dispute is whether the word "sock" was intended to mean "rock" as contended by the defendant. Both the trial court and the Division Bench of the Gujarat High Court have examined the evidence and come to the conclusion that the word "sock" could not refer to rock. We are in entire agreement with the reasoning of the High Court in this connection and hence we do not propose to discuss the evidence in this connection in our judgment. The main reason for coming to the above conclusion which appealed to the Gujarat High Court, and also appealed to us, is that it is well known that the charge forwould be much higher than the charge for excavation of soil or murram aswould involve more labour and heavier cost and no contractor would agree to the same rate for excavation of soil and forThus, this item cannot be regarded as item covered by the contract or to be paid for at the contract rate for excavation. The next question is what is the proper rate which should have been paid to the plaintiffs forIn this regard, again, we are in full agreement with the Gujarat High Court that the proper rate was Rs. 45 per hundred cubic feet as awarded by the trial court as well as the Gujarat High Court. It is true thatis more laborious and expensive than excavation of soil and the rate forwould necessarily be higher. At the same time, the only evidence led by the plaintiffs in this connection was in respect of the rates forat Porbander which were over Rs. 90 per hundred cubic feet. However, as pointed out by both the courts below, those rates could not apply in the case before us because they related to cutting hard rock whereas in the case before us the rock which had to be cut was soft rock. There is, therefore, no reason to interfere with the conclusion that Rs. 45 per hundred cubic feet was the appropriate rate forThe last contention in connection withwas regarding the quantum offor which payment was to be made. In this regard, the trial court came to the conclusion that the excavation made from the depth of 6 feet to 12 feet involvedThe Division Bench of the Gujarat High Court in its judgment sought to be impugned has pointed out that although the claim was made by the plaintiffs on the footing that the excavation from the depth of 6 feet to 9 feet as well as from 9 feet to 12 feet was in rock, that is, it involvedin the first letter addressed by the plaintiffs, it was mentioned that rock had been found below 7 1/2 feet. It another letter on record addressed by the plaintiffs to the Chairman of the defendant Corporation, it was stated by the plaintiffs that rock was found below 7 feet. In the statutory notice, Ex. 141, it was alleged that rock was found below 7 feet and in the plaint, the plaintiffs had stated that at some places, rock was below 6 feet while at some other places it was at a distance of 7 1/2 feet. Because of these statements in the aforesaid documents, the evidence of Mistri Ghelabhai led by the plaintiffs, to the effect thatwas involved in excavation below the depth of 6 feet, was not accepted. The High Court awarded Rs. 45 per hundred cubic feet only for excavating or cutting rock in respect of the excavation from 7 1/2 feet to 12 feet. We may mention that there was no dispute that excavation below 9 feet up to 12 feet in depth involvedWe may mention that the trial court had awarded the amount forcalculated on the basis that excavation from 6 feet to 9 feet as well as from 9 feet to 12 feet involvedWe agree with the view of the Division Bench of the High Court that in these circumstances, the claim of the plaintiffs forfrom 6 feet to 9 feet could not be accepted in full. However, it must be appreciated that the defendant led no evidence to show that the claim made by the plaintiffs was false. Hence it would be proper to accept thatwas involved even in excavation at least at a few places from 6 feet to 7 1/2 feet in depth. The statement in the first letter of the plaintiffs that thewas found below 7 1/2 feet must be taken together with the statements in the other document referred to earlier. In these circumstances, it appears to us that the fair thing to do would be to award some additional amount on this footing. We find that the Division Bench of the High Court has awarded an amount fromfrom 7 1/2 feet to 9 feet on the basis that this excavation was of the quantum of 1145 brass, one brass being equivalent to one hundred cubic feet. We would award an additional amount of Rs. 10, 000 on and estimate of theinvolved in the excavation from depth of 6 feet to 7 1/2 feet5. Coming next to the second item, forthis work was to be done initially by the Nawanagar Electricity Supply Company with which the contract was entered into by the plaintiffs. It may be mentioned here that the undertaking of Nawanagar Electricity Supply Company was taken over in 1956 by the Saurashtra Electricity Board and later on by the Bombay Electricity Board under the provision of the States Reorganisation Act, 1956. Thereafter, pursuant to the States Reorganisation Act, 1956, several rights, assets and liabilities of the Bombay Electricity Board including all rights and liabilities under the contract in question before us were taken over by the present defendant, the Gujarat Electricity Board. It was by a subsequent agreement that the work ofwas given to the plaintiffs. The work ofbad tank under excavation which was given to the plaintiffs was the same work as was to be done by the Nawanagar Electricity Supply Company itself. The copy of the minutes of the meeting dated October 25, 1956 (Ex. 65) on record shows that the rate to be given to this work was Rs. 2 per hundred cubic feet exclusive of electric power which the Nawanagar Electricity Company was provide (sic) part of the work. The High Court has pointed out that it was not as if forfor carrying out three different processes, namely, (1) excavation, (2) laying of concrete bed and (3) completing masonry walls, separate amounts at the same rate foras set out in the contract were to be paid so that the entirefrom the bed of the tank would involve payment to the contractor at the rate of Rs. 6 per hundred cubic feet. We see no infirmity in the reasoning of the High Court although Mr. Rangarajan argued vehemently that the work ofwas to be paid for each timewas done as the tank was flooded by tidal water and amounts forwere liable to be paid each timehad to be done whereas the payment had been made by the defendant only foronce. This argument does not stand scrutiny because even the trial court awarded the additional amounts fornot on the footing of repeated flooding by tides but on the footing thatwas required for excavation for the tank, concerting the bottom of the tank as well as for making masonry walls andhad to be paid for separately each it was done. There is no justification for this6. The third dispute is regarding the claim for an additional amount of Rs. 4662.84 for transport of excavated material made by the plaintiffs. In the first place, this claim is a minor one and was accepted by the trial court but disallowed by the Division Bench of the Gujarat High Court. The basis of this claim is that there is an increase in the volume of murram when it is excavated from the ground, as when it forming part of the ground it is in a compact condition whereas once excavated it is loose. The claim was on the estimate that there would be an increase of 25 per cent in bulkage when murram is excavated from the ground. In this regard, as pointed out by the Division Bench, the defendant had already paid an increased amount of cartage on the footing that when material is excavated from the ground, there would be an increase in volume of 9.80 per cent. On appreciation of the evidence, the Division Bench came to the conclusion that there was no reliable evidence to establish that there would be an increase in volume exceeding 9.80 per cent which had been paid for. We have been taken through the material portion of the evidence. We see no reason to interfere with this finding