MASTER'S THESIS - SuSanA

4.3.6
4.3.7
4.3.8
PE-pressure pipe diameter 100 mm, handvalve,
e.g. Plasson; delivery and laying
3 St. 250 750
Distribution pipe, PE, 65 mm diameter,
incuding. Connection elements, with ...
(number) Drill holes at 10 mm diameter in
2,0 m distances, oriented downwards onto
concrete slabs ( Pos.Nr. 4.3.20 ) delivery
and laying
PE-pressure pipe diameter 65 mm,
136 m 880 119,680
Endcaps 8 pc 320 2,560
PE-pressure pipe, diameter 100 mm,
4.3.9 elbow 45°; delivery and laying 2 pc 410 820
PE (PVC)-infiltration pipes als drainage
pipe diameter 100 mm, in filter bed I, e.g.
4.3.10 Strabusil VS, delivery and laying 84 m 1230 103,320
PE (PVC)-infiltration and drainage pipe
diameter 150 mm, in filter bed II, e.g.
4.3.11 Strabusil VS, delivery and laying 18 m 1230 22,140
PVC elbows, 150 mm for infiltration pipe
4.3.12 bed II 0 pc 360 0
PVC reduction 150/100 mm for infiltration
4.3.13 pipe bed II 4 pc 1236 4,944
4.3.14 PVC "T" 150 mm for in- and outlet bed II 2 pc 460 920
4.3.15 PVC elbows, 100 mm 20 pc 380 7,600
4.3.16 PVC "T", 100 mm 6 pc 900 5,400
Aeration units; PE, diameter 100 mm, 1 m
high; e.g.. Strabusil unperforated, incl. vent
hats and adjustment piece, or similar
4.3.17
17 pc 2200 37,400
PVC hard waste water pipe, 150 mm
between both filter beds I and filter bed II,
including watertight fitting into two
manholes and 3 watertight transitions
4.3.18 through the liner, delivery and laying 30 m 1650 49,500
Outflow pipe from filter bed II; KG-Pipe
4.3.19 PVC hard, 150 mm 7 m 1450 10,150
Concrete slabs, 30 x 30 cm delivery and
laying, with fixing elements for the
4.3.20 distribution pipes 136 pc 75 10,200
PE-pipe, 100 mm, installation of a
watertight connection to the sludge drying
4.3.21 bed 1 pc 2500 2,500
PE pipe from SDB to Pump Chamber;
installation of a backflow barrier 100 mm
4.3.22 diameter 1 pc 200 200
Title sum 518,812
4.4 Title: Tanks and manholes