1842.] 



to be supplied from the River Jumna. 



767 





Measurement. 



Cc. ft. 



-a* 



Description. 



L. 



B. 



D. 



No. 



o o 



HO 



Brought over Cubic feet.. 



Aqueduct No. 6 Nulla. 



Piers, 



16 



x 6 



x 13 



X 2 



= 2496 



98107 



Arch, 



16 



x 30 



x 3 



X 1 



= 1440 





Wing Walls, 



22 



X 3 



x 6 



x 4 



= 1584 





Floorings, 



Parapets, 



Cordon, 



80 

 80 

 80 



x 3 

 x 3 

 x 1} 



x 16 

 x 4 

 x 1 



x 1 

 x 2 

 X 2 



= 3840 

 = 1920 

 = 200 





Abutments, 



6 



X 1 



x 24 



X4 



= 576 





Total Cubic feet, .. 









... 





12056 



Aqueduct No. 7, 

 same as above, 













122219 



Outlet No. 8 Drainage. 

 Floorings, 



16 

 3 



area 

 area 



114 

 66 



X i 



X 2 



= 1824 

 = 396 





Tail Wing Walls, . . 



25 



7 



x 3 

 area 



X 5 



48 



X 2 

 X 2 



= 750 

 = 672 





Total Cubic feet,. . 













3642 



Outlet No. 9 Drainage, 

 same as above, 













3642 



Aqueduct No. 10, same 

 as at No. 4, 













12056 



Dam No. 11, same as Do- 















mayut Row Drainage, . 

 Outlet No. 12 Drainage, 

 same as No. 6, . . 







•• 



■• 





20358 

 3642 



Masonry Water Channel 

 Area Section 26 X 10560 





274560 



Total Cubic feet of Masonr 



y> 











440119 



Earth Work. 

 On the first 23,671 feet in length the Canal either 

 crosses the Steppes or traverses the Bank, dipping 

 into the valley of the Jumna. The superficial soil is 

 clay and sand, that under it shingle ; where the Canal 

 traverses the Banks, the excavation will be done with- 

 out Cooli labor, by throwing the shingle and earth 

 over the sides. 



1st Portion, 7431 x 15 x 20 .. .. 2229300 



2d Portion, 16240 x 25 X 20 .. .. 8120000 



3d Portion, 21834 X 20 X 6 .. .. 2620080 



Total Excavation, . 



12969380 



