42 CHATSWORTH BUILDING ACCOUNTS. 
lis Sad 
For carving 88 ft. 6 inch running of large racking raffled leaves 
and huskes in the great member of the Capitall under the 
hanging square girt 10 inch as p. design (9) att 7d. p. ft. ... 30 16 c6 
For carving 79 ft. 6 inch running of Dentells in the same girt 5 
inch as p. designe (10) at 2s. 6d. per ft. a Se .. 09 18 09 
For carving the double festoons each side and each end the 
necks of both Peeres 98 ft. running on the sweep girt 20 in. 
palme branches and as p. designe (12) at 12s. p, ft. we 6-58 FORO 
For carving 48 ft. 6 in. running of Gurdrens raise on the top of 
the neck girt 84 inch each as p. design (11) at 4s. per ft. ... 09 14 00 
For 328 ft. 9 in. supll. of Ruff Ashler of Park stone under the 
rubbd Ashler at 3d. p. ft. more then rubble .. va 04 02 02 
For 164 Rodds rubble work in the foundation and | bodies of oe 
Peers and in the foundation of the long wall under the iron 
work at 20s. per rodd.. Ese ss ae ce e322 LO HOROG 
THe LowreR GARDEN WALLS BETWEEN THE SouTH GREAT 
PEERES, AND THE CORNER OF THE BowLiInG GREEN. 
For 1249 ft. 6 in. st rubbd Ashler under the copeing at 12d. i 
ps. tte Ao < : . 62 09 06 
For 933 ft. supll. of copeing on Fes same =a Seantling one ft 
10 inch by 1 ft. att 12d. p. ft. . ane bes ave AGT EZTO 
For 23 Pedestalls left on the same copeing each 16 i in square att 
8d. each . cd 00 15 04 
For 2270 ft. Ee of aces he of Park stone in ithe west 
face and south end of the wall under the rubbd Ashler at 3d. 
p. ft. more then rubble et 28 07 06 
For 49} Rodd of rubble work in the same ale at 20s. p. Rodd 49 05 0O 
East Wall OF THE BOWLING GREEN. 
For 2579 ft. 6 inch supll. of rough Ashler in the face of the wall 
att 3d. p. ft. more then rubble ae = : we ©gzoqnres 
For 564 Rodds of rubble work in the same wall at Se p- bia 56 05 CO 
SoutH East CoRNER OF THE WILDERNESS. 
For 74 ft. 6 in. supll. of rough coynes of Park Stone at 3d. p. ft. 
more than rubble as : fs ae Sen OOUIONC TE 
For 202 Rodds of Rubble work in fhe same W all: at 20/ per Rodd 20 15 00 
WorK PREPARED BUT NOTT SETT. 
For 231 ft. supll. of Copeing for the Walls Scantling 1 ft. 10 
inch by 1 ft. at 10d. p. ft. a nor see oe 5 ~ OO-12 OG 
