is
1H peat
art eg e

ers Pea
fea
*

Quantity

alapiie
Joe

in
bath
ean’

ty

{

Tint
ty eee, 08
deity
Cte

eee

%
Municipal

Amount
Shara ne

i
; arg

(3) Be Pecehe are

ys Ha N"

Mer

4) Lougheed Hwy,

at
i!

afte
I

Additional Ditching

(OWG R1-274-31)
- Supply & Install
1050 mm @

- Endwails

- Rip Rap

- Cast to MaTH for
600 min @ culvert, endwail
& rip rap, if Port Coquitlam
culvert had not been
required

- 600 mr @
« Endwail

« Rip Rap

- Volume of ditch excavation
in addition to that required
for replacement of existing
ditch capacity
« Sta. 114+60 Lt. to

Sta, 22 +85 Le.

- Lower Sanitary Sewer due
to additional ditching
- Sta. 29 +00 Ai.
{(QWG R1-274-28)
« Dasign
« Canstruct (Contractor)

- Lower 600 @ Watermain
due to additional ditching
- Sta. 30 +60 At

(OWG R1-274-28)
~ Design
- Construct (Contractor)

Construction Enginearing

Contingsncies

(10,535)
(650)
(1,050)

100
100

Sub-Total:

(15%)
(10%)

TOTAL: