DR0001-CN030108BID PROPOSAL
ADDENDA NO. 1
ADDENDUM NO: ONE
ISSUE DATE: Jan. 8, 2003
PROJECT NAME: MacArthur / Samuel Drainage BID DATE: Jan. 16, 2003
DR 00 -01
Bid No. Q 1102 -01
LOCATION: COPPELL, TEXAS
ISSUED BY: City of Coppell
1. This addendum is issued to provide clarification of several Pay Items for the above
referenced project.
2. Staple these addenda to the inside of the rear cover of the construction specifications or bind
it into the construction specifications at the end of the Bid Proposal.
3. Note receipt of all addenda on the Bid Form located in the Bidding Documents, and also on
the outside cover of the envelope containing the Bid Documents.
CONSTRUCTION SPECIFICATIONS
1. Pay Item No. 2.2 Page 5 -2
Delete:
"Under pavement, the backfill shall be stabilized sand from the top of the embedment to
the bottom of the subgrade."
Insert:
"Beginning and ending at a point one foot behind the back of the curb the backfill shall
be stabilized sand from the pipe foundation to the bottom of the subgrade. All joint
material shall be Omni -flex joint gaskets."
2. Pay Item No. 2.4 Page 5 -3
Delete:
"Under pavement, the backfill shall be stabilized sand from the pipe foundation to the
bottom of the subgrade."
Insert:
"Beginning and ending at a point one foot behind the back of the curb the backfill shall
be stabilized sand from the pipe foundation to the bottom of the subgrade."
3. Pay Item No. 2.6 Page 5 -4
Delete:
"Under pavement, the backfill shall be stabilized sand from the pipe foundation to the
bottom of the subgrade."
Insert:
"Beginning and ending at a point one foot behind the back of the curb the backfill shall
be stabilized sand from the pipe foundation to the bottom of the subgrade."
4. Pay Item No. 2.10 Page 5 -5
Delete:
"This bid price will be inclusive of saw cutting (full depth) Samuel Blvd. one foot out
from the existing face of curb line and approximately 30 -feet parallel to the curb line.
Removal and disposal of the 30' x 1' portion of concrete is inclusive to the bid price."
Insert:
"This bid price will be inclusive of saw cutting (full depth) Samuel Blvd. 1 1/2 foot out
from the existing face of curb line and approximately 22 -feet parallel to the curb line.
Removal and disposal of the 22' x 1 1/2' portion of concrete is inclusive to the bid price."
5. Pay Item No. 2.16 Page 5 -7
Insert following sentence at the end of the first paragraph:
"The width of the bridge shall be the same as the width of the excavated trench and the
length shall be a minimum of two feet."
6. Pay Item No. 2.20 Page 5 -8
Delete:
"This pay item shall consist of the removal, disposal and replacement of the existing
concrete paving."
Insert:
"This pay item shall consist of the removal, disposal and replacement of the existing
eight inch concrete paving."
7. Section 4 Specific Project Requirements
1.13 Preservation of Trees Page 4 -4
Clarification of:
"Penalty for destruction of a tree without permission shall be $500 each payable to the
owner."
This statement refers to damage to existing trees. This does not allow for the removal of
the tree. The contractor is not authorized to remove trees on this project. Any tree
removed because of damage caused by negligence of the contractor will be compensated
to the owner in the amount of $2,000 each.
8. Handouts at Pre -Bid: a) Detail of Type `A' & `B' Manhole and b) Pre -Bid Meeting
Agenda.
QQ
&a
W N
w'
° to a
8V AV
I
;
i
f.
� N
m
v
w
w
N
O
H
N
Q J
ao
c o t Qcc
W
w
U
J
w
O
N
Wi
S W
x
o
MR
S &Z
Zpa
O
�O V'
Z
cr S W
�aom
La
z
J .
..I .wr
Q
w
}
a
z
w'
° to a
8V AV
I
;
i
f.
� N
m
v
w
w
N
O
H
N
Q J
ao
c o t Qcc
W
Q
a
z
0
p
w
U
J
w
O
N
Wi
S W
x
o
MR
S &Z
Zpa
O
�O V'
Z
cr S W
�aom
La
z
J .
..I .wr
Q
w
Q
a
z
0
p
w
U
J
w
O
N
2
z
Q
3
w
c U)
i
0
U)
Q
w
a
z
>'
O
~
;7-
>
w
w
1
J
Q W
`s
15
W .Al
O
_ i
i
i
CD
W
a
a
fe- w
aD
-
z
0 45.
%-w
., . '.
-o1 - .. e
Jl
lL
Ua
I&Y
49�
OD
'o LM
s
—.
I
-IT
1�7�19 S31NIIIA
' - I \V h
O
M C ( It z
<;�= OD g <
M 9W-
-7
m M;�
� W E — M
3 V%
wig
O
A
x
49-
z
0
w
W
- O
Q
2
. 413
Lqz w
LLI
..I
cQ 0
x
z
W
3:
w
0
a:)
W
fL
c1c
4 '1
cc
0
LL
0
7
A6
Ix
W
oL 70D Ld
w
WZ
w tO a
Ca l
0 mca W &L 4 '1
0
z V) -4
ZI U:!Q 9L IL
w W ILJ U) 0
CL