47 / 67
44
K r.
Kr.
O v e r fø rt . . .
8 4 40 6
G. Perron for fulde Tonder:
200 l ø b . ' ......................................................................
9 2 5
H. Spor:
7 5 0 ' le tte re J e rn b a n e sp o r å 16 0 0 0 0 K r .
p r. M i l .................................................................
5000
5 2 0 ' le t S p o rv o g n s sp o r å 8 K r . p r. Focl
1 5 6 0
-------------------
6 5 6 0
I. Kontorbygning:
T o E ta g e r rned K jæ ld e r o g K v is t e t a g e sam t U d
h u s — 820 □ A le n
..........................
16 0 0 0
K r . 1 0 7 8 9 1
II. Sundstationen.
A. Jordarbejde, Brolægning og Chausseringsarbejder m. m.
800 K u b fv . S an d o g G ru s a t
K r.
in d f. i F u n d am en t4f o r B y g
n in g e rn e .............................. ä 1 2 K r .
9600
4 70 0 K u b fv . F y ld a t u d g r a v e i
F y ld g r a v o g in d fø re i O p
fy ld n in g ...............................å
5 — 2 8 50 0
4 4 0 0 F v n . G l a c i s ..................å 1 5 — 6600
68 0 F v n . B ro læ g n in g . . å 22 — 1 4 9 6
10 0 K b fv . G ru s til P la d s e n s
B e l æ g n i n g ..........................å 2 5 — 25 0 0
420 lø b .' S k æ r m ......................å
2 —
840
1 1 0 0 ' In d h e g n in g m e d L a a g e r a 1 — 1 1 0 0
200 ' 6 " s a ltg la c e re t L e d n in g
m ed K l a p ..........................ä
1 —
200
—
4 58 8 6
A t o v e rfø re . . .
4 5 8 3 6