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bejub rajtol „minovos tíðiv TodowiJnoŬ yd bestiluus miðið
to ToJustill and of ‚EIVI „TedoJul 1JVI
jnonoh,axto silary
00.012.08.
.mislu to mojI
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(L083A MÌZBOther ina mob zniznse10
and ni beddino naw Jud ¡beitiseqo zaw Nor BinT
.esijijnnup to Ilia
baneroni vidust, any mob aleneth to woúri ent esins1} end no diel sunt duorettibni ont of yoiro gniseiquoo mi teleb end of bna borið JETİ'I nenw
•ynibliqu and to samono and
act Ünn Tayle Joot 001,VII of ajnwol yrijnnup ent
ed blow aroitibes Ieron zebra aim to euiav
babuismi
.TOJUNIJNG0 of sub trusoma
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seiðiðnnu, to [Ių ant ni zaw znizojne
Juu ¡amob banefosnil,excolt 101 eteronos and njiw
ent .Bensin otinet, bia Mainu la rot hajji.. EXT Toquo aet UBI,AI of rútwo sin. Jot beriuper Jiancup .Ob.ALOR ai elev out bu
TOJOBIJNOJ od eun drwONIA
•USTOM BULI to veil ni tuomau kuuldavi ni den anos 2 anw Jiwooon Luit sw ni doim,stinnaj ens te negl yeithaup on? .Juaneo ni Jau 2. Tudia ni us bev Inv Js oui Ditre ent .aupo Jaei ¿20,32 oj strujomo .091,8X ai neda dovidnoD
00.0×1,EX.
C
rodonidno od eub NOMĀ
al vor to weil mi a job Lesionuq srobnad adimr)
onuja
end to noisToy Jan tho,ceiðittaup to III end ni end to oust and end bro、eo cai, doim Tebueri "Ĉ .ol being rob-en" as noned si gaion:1 edinary besing bru bewa.om si duort ent .omén rizor 10
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with the granite facing punched No. 6.
A note drawing attention to this method of measur-
-ing appears on the list of sizes of stones" which
the Contractor had for guidance in making up his
estimate.
No extra is admissible.
5. 7.500 feet cube of Stone supplied in excess of the
quantity allowed in the Final Account.
-
The measurements of the most important features of
the building taken for the final account have
been checked with the detail drawings and on the
site as far as possible. It is now quite impractic-
-able to check the final measurements of granite
but built into walls or otherwise covered up; there are
no reasonable grounds for doubting the substantial accuracy of these.
The quantities allowed are insufficient in the following instances:-
In angle piers and piers of Central bay M. front.
Corrected total 2,342.10
Amount allowed 1,972.11 369'.11'
Corrected total 1,343.07
Granite in pilaster
@ 2.25
832.31
Amount allowed 1,568.09 225',2* (or) Granite in
144 walls @ 1.95
9 - 439.10
Due to Contractor.
In Large Column,
Corrected total
Amount allowed
11,653.9
10,706.1
947.8
...8393.21
.82,132.25
Due to Contractor,
Moulded String at lst. floor level.
.1,612.5 1,555.0
Granite in 30 large columns @ 2.25
57.5 Granite in
moulded cor- nice €3.20
.8183.73
Corrected total.............
Amount allowed.
Due to Contractor
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