Sample tendering documents for Trench Shoring Work
end-supported systems
Item
1
Quantity
xxx m
2
statement of
consignee:
Item
2
statement of
consignee:
2
unit
total
unit
total
Trench shoring for Depths up to 3m
Shoring with large-area steel shoring panels
(e.g. Emunds+Staudinger Lightweight system or
similar, for information call ++49 2433/453-0)
using placement
or lowering process and
referring to work space widths defined in DIN
4124 and EN 1610.
Bed width between shores up to ......m.
Expected soil types :
type.........to....... m referring DIN 18300
Shoring to be removed afterwards.
Price calculation from specified top edge of
shoring down to trench bottom.
type of shoring
type of shoring process
test seal
Quantity
xxx m
Description
____________
____________
____________
Description
Trench shoring for Depths up to 4m
Shoring with large-area steel shoring panels
(e.g. Emunds+Staudinger Lightweight system or
similar, for information call ++49 2433/453-0)
using placement or lowering process and
referring to work space widths defined in DIN
4124 and EN 1610.
Bed width between shores up to ......m.
Expected soil types :
type.........to....... m referring DIN 18300
Shoring to be removed afterwards.
Price calculation from specified top edge of
shoring down to trench bottom.
type of shoring
type of shoring process
test seal
____________
____________
____________
1
Item
3
Quantity
xxx m
2
statement of
consignee:
Item
4
statement of
consignee:
2
unit
total
unit
total
Trench shoring for Depths up to 5m
Shoring with large-area steel shoring panels
(e.g. Emunds+Staudinger Medium or Magnum
system or similar, for information call
++49 2433/453-0) using placement or lowering
process and referring to work space widths
defined in DIN 4124 and EN 1610.
Bed width between shores up to ......m.
Expected soil types :
type.........to....... m referring DIN 18300
Shoring to be removed afterwards.
Price calculation from specified top edge of
shoring down to trench bottom.
type of shoring
type of shoring process
test seal
Quantity
xxx m
Description
____________
____________
____________
Description
Trench shoring with pipelines crossing the
trench
Vertical trench shoring with sheet piling
including necessary bracing elements (e.g.
Emunds+Staudinger piling frame element or
similar, for information call ++49 2433/453-0)
and referring to work space widths defined in
DIN 4124 and EN 1610.
The piles are pressed in during ongoing trench
excavation.
Bed width between shores up to ......m.
Expected soil types :
type.........to....... m referring DIN 18300
Shoring to be removed afterwards.
Price calculation from specified top edge of
shoring down to trench bottom.
type of shoring
type of shoring process
test seal
____________
____________
____________
2
Item
5
Quantity
xxx m
statement of
consignee:
2
Description
unit
Trench shoring for depths up to 4,6 m in
difficult soil conditions
such as e.g. unstable soil, noncohesive gravel,
artesian water or similar as well as for work with
in-situ concrete (using shoring panels as
external shuttering).
Sliding rail shoring with large-area shoring
panels (e.g. Emunds+Staudinger system single
sliding rail, Rollbox or similar) referring to work
space widths defined in DIN 4124 and EN 1610.
type of shoring
type of shoring process
test seal
____________
____________
____________
3
total
Sample tendering documents for Trench Shoring Work
slide rail systems
Item
6
Quantity
xxx m
2
Description
unit
trench shoring system with edge planks
0 – 8,00 m deep (e.g. Emunds + Staudinger
system Linear Shoring or similar, for information
call ++49 2433/453-0), deliver, install and hold
out systems for trenches and pits referring static
and constructive requirements
after installing the pipe lines or construction
gradually fill the trench and reinstall the shoring
systems referring DIN 4124, DIN 18303 and EN
1610.
Price calculation depending on shoring axle and
height of trench sole up to max. 5 cm above top
edge
Linear Shoring system consisting of shoring
supports, shoring panels and boogie cars with
extension bars
Expected soil types :
type.........to.......m referring DIN 18300
Bed width between shores up to ......m.
Statics are to be handed out (threefold) to the
contractor before work starts.
statement of
consignee:
type of shoring
type of shoring process
test seal
____________
____________
____________
4
total