44 C 2 ] 
Embankments— JVori/i side. 
Brought forward, 2,850 06 
Contiguous piles, 12 inches diameter 
and 25 feet in length, the touching sides 
being hewed — length of embankment 826, 
666 yards. Number of piles 2480 — 2480, 
at Si each, 2,480 00 
Round timber, 12 inches diameter, 
and about 30 feet in length, to be laid ho- 
rizontally, at the distance of 12 feet from 
the line of piles — average depth of wa- 
ter ZfeetyVVo — length of embankment 
826,666 yards. Number of piles 582 — 
582 logs, at go 75 each, 436 50 
Round tie-pieces, 6 inches diameter — 
morticed botli to the piles and to the 
timber at every 12 feet, the mean depth 
of water being 7.131 feet. Number of 
piles 1,240 — 1240 round tie-pieces, at 
£5 cts. each, 310 00 
Round piles, 15 inches diameter, 
and 25 feet in lengtli, as guai d piles for 
the inside line of contiguous piles, 16 ft. 
apart. Number of piles 155 — 155 round 
piles at SI each, 155 oO 
Round piles, 12 inches diameter, and 
22 feet in length, as guard piles for the 
line of horizontal timbers, in the exterior 
of the embankment, 16 feet apart. Num- 
ber of piles 155—155 round piles at gl 
each, 155 00 
Cap pieces, 15 in dies square, morticed 
in the guard j)iles, 24 feet in length. 
Number of pieces 104 — 104 cap j)ieces 
at Si 50 each, 156 oo 
Rafters, 8 inches in diameter, hewed 
onupj)er side, 13 feet 8 inches in length, 
laid every 4 feet, morticed at one end in- 
to the cap piece, and at the other into 
tlie upper horiz(»ntal timber. Number of 
rafters 620—620 rafters at 37i cts. each, 232 50 
Two inch jilanks, for the covering of 
theembaiikment, its width being 14fept, 
its length 2480 feet. Square superficial 
Carried forward^ 
