HomeMy WebLinkAboutB&B Builders & Supply - Final Quantity Adjustment - Contract no. 914 - 7/22/19CITY OF WATERLOO, IOWA
FINAL QUANTITY ADJUSTMENT
PROJECT: F.Y. 2017 SIDEWALK REPAIR PROGRAM — ZONE 7 & TRAIL REPAIRS
CONTRACT NO. 914 Date Prepared: July 10, 2019 AMOUNT: $16,774.70 DECREASE
TO: B & B BUILDERS & SUPPLY , Contractor
You are hereby ordered to perform the following extra work on your contract dated June 5, 2017.
A. Description of extra work to be done:
Adjust original construction quantities to actual construction quantities.
B. Reason for ordering extra work:
As -built quantities varied for some bid items
C. Settlement for cost of extra work to be made as follows:
Compensation already made to contractor through bid items.
See attached summary.
BY: ( J_LQN6 fl
Mayor
ATTEST.
TOTAL DECREASE $16,774.70
B & B BUILDERS & SUPPLY
Date CONTRACTOR
City Clerk
BY:
7� TITLE: lOGon
Date APPROVED:
Final Quantity Adjustment
Date
G
ity Engineer D to
Cont # 914 Sheet 1 of 4
F.Y. 2017 SIDEWALK REPAIR PROGRAM - ZONE 7 & TRAIL REPAIRS FINAL
CONTRACT NO. 914 PERIOD:
DIVISION I - ALLEYWAYS
INCREASE /
DECREASE
CO
f:
O
64
O
(n
00
Lfl
'
Ea
$ 2,882.35
1 DIVISION II - CITY PROPERTIES
INCREASE /
DECREASE
$ 524.10
d'
M
M
(fl
$ 436.00
$ 6,241.40
O)
4
0)
63
1 $ (286.00)
$ 400.00
O
1.6
v
63
Efl
$ (709.75)
$ (329.60)
$ (288.00)
$ 720.00
$ 11,941.45
O
O
ER
O
O
O-.
N
d4.
B & B UNIT PRICE
EXTENDED
LOC)
co
,-
fR
N
LM
N
fA
$ 400.00
$ 4,322.75
B & B UNIT PRICE
EXTENDED
$ 21,027.30
V
to
$ 26,223.50
$ 2,742.85
N
d'
_
$ 286.00
$ 560.00
$ 175.00
$ 962.00
$ 2,737.00
$ 512.00
$ 288.00
O
N
ER
O
O
0
h
CO
VR
O
0
0
�i
K3
co
O
0
0
O
N
F-
Z W
U
m ct
Cl -
03
$ 3.00
$ 5.50
$ 400.00
Division I Totals
B & B UNIT
PRICE
$ 3.00
$ 3.00
0
Ln
In
to
$ 7.00
$ 13.00
0
000
0
I\
$ 20.00
$ 85.00
$ 16.00
0
D)
0
00
N
ri
•
Division 1I Totals
1001 I Clean Walk _ EACH - 1 5.0 I 5.0 1 $ 400.00
Division II Change Order Totals
QUANTITY
DIFFERENCE
ci
0)
m
m
0)
m
M
QUANTITY
DIFFERENCE
174.7
CO
N
d'
,-i
,-is
N
n
00
W
d'
m
c-1
'
N-
O
00
N
(22.0)
O
Ln
O
(8.35)
(D
O
Nm
O
N
0.6
FINAL
QUANTITY
800.6
800.6
0
c -i
FINAL
QUANTITY
7,183.8
Ln
LO
v
LD
v -i
GI
‘-i
m
M
10
Ln
m
m
LO
ri
1,922.3
co
fV
,-1
.
48.1
23.85
d'
c-1
rI
.
t0
,i
ORIGINAL BID
QUANTITY
461.5
Lf)
,I
LD
v
0
v-1
ORIGINAL BID
QUANTITY
ci
LT
0
0
h
498.7
5,244.7
N.
CO
Cr)
a
(O
ci
d'
L0
ri
O
N
N
O
n
O
.-i
.-1
CO
d
32.2
N
m
N
m
0
.--1
1—
LL
N
LL
N
N
J
1—
?
LL
V)
LL
N
LL
V)
LL
V)
LL
V)
LL
L/)
x
U
W
x
U
W
LL
V)
LL
N
}
V)
}
N
(n
J
ITEM DESCRIPTION
Remove PCC Sidewalk, 6"
LD
Y
1a
v
U
V
a
Traffic Control
ITEM DESCRIPTION
Remove PCC Sidewalk, 4"
Remove PCC Sidewalk, 6"
PCC Sidewalk, 4"
PCC Sidewalk, 6"
Class A Sidewalk
Brick Repair
Patch
Gas Valve Adjustment
Remove PCC Sidewalk and Retaining Wall
PCC Sidewalk, 6" w/Intergral 6" x 6" Retaining Wall
N
co
cou
x
w
1 Hydroseed
Traffic Control
m W
ri
N
m,=.
W
c'
(N
CO
d'
in
(0
N-
CO
0)
O,2
N
#914 Pay Estimates.xlsx FINAL
F.Y. 2017 SIDEWALK REPAIR PROGRAM - ZONE 7 & TRAIL REPAIRS FINAL
CONTRACT NO. 914 PERIOD:
DIVISION III - SIDEWALK RAMPS
INCREASE /
DECREASE
$ (2,169.00)
$ (1,023.00)
$ (2,909.55)
$ (1,656.60)
$ (5,197.50)
$ 829.50
$ (1,866.20)
0)
(0
64
$ (4,655.00)
$ 172.20
$ (318.40)
$ 1,286.40
$ (675.20)
$ (16.00)
64
64
o
N.
69
$ (2,256.00)
o
0)
ffl
64
$ (29,724.25)
co
64
(D
r
0,
DIVISION IV - TRAIL REPAIRS
INCREASE /
DECREASE
$
64
(232.20)1
InI�
M
69
M
64
o�
N
64
$ 104.401
$ (276.00)
$ (275.00)
$ (250.00)
69
1 $ (585.00)
to
N
P
r'
Ea
B & B UNIT PRICE
EXTENDED
$ 23,289.00
$ 7,545.00
$ 25,806.38
o
(so00
O
CO
VJ
$ 31,727.50
$ 3,008.60
$
O
cri
64
O
Lo
f�
64
7,906.50
$ 1,058.40
$ 3,412.00
$ 516.00
$ 15,216.00
O o
0o
0) ( r
Nr
64
$ 200.00
$ 350.00
$ 175.00
$ 12,128.00
$ 6,822.00
o
eq.
co
O
(0
00
r
to
o
co
64
c)
r
to
M
r
40
B & B UNIT PRICE
EXTENDED
$ 189.00
$ 1,159.20
$ 349.50
Ln
O)
r-
N
64
$ 864.50
$ 651.60
$ 3,096.00
$ 550.00
$
o
O
o
Lo
64
1,040 00
$ 585.00
O
coo
64
$ 11,657.75
Z LL1
2 U
m E
COn-
00
$ 3.00
0
M
$ 5.25
0
L6
i/}
0
0
V)
M
in
0
0
I�
i/}
$ 31.00
$ 33.00
0
0
N
M
i/)
$ 42.00
$ 8.00
0
0
N
.-i
ih
0
0
co
e•1
i/i
0
0
O
(0
c -I
1/4
0
0
O
o
N
i/?
0
0
I!)
I.
e -I
t/}
0
0
Lf)
n
.-i
64
0
0
c0
.-1
i/*
0
0
0)
i/}
0
0
O
0
(0
T -I
i/}
on III Totals
0
(0
ci
i/}
d'
r• -:N
I/)
I\
d'
V)
I.
LL
V)
O
ut
N
O
0
Division III Change Order Totals
B & B UNIT
PRICE
1 Remove PCC Sidewalk, 4" SF 63.0 63.0 - $ 3.00
2 Remove PCC Sidewalk 6" SF 386.4 309.0 (77.4) $ 3.00
3 PCC Sidewalk, 4" SF 69.9 68.6 (1.3) $ 5.00
4 PCC Sidewalk, 6" SF 376.9 317.0 (59.9) $ 5.50
5 Detectable Warning Surface SF 24.7 24.0 (0.7) $ 35.00
6 Remove & Replace 24" PCC Curb & Gutter, 10" LF 18.1 21.0 2.9 $ 36.00
7 Drain Tile, 6" LF 258.0 235.0 (23.0) $ 12.00
8 Drain Tile Tap & Collar EACH 2.0 1.0 (1.0) $ 275.00
9 Drain Tile Outlet EACH 2.0 1.0 (1.0) $ 250.00
10 Excavation SY 65.0 65.0 - $ 16.00
11 Hydroseeding SY 65.0 - (65.0) $ 9.00
12 Traffic Control LS 1.0 1.0 $ 600.00
Division IV Totals
QUANTITY
DIFFERENCE
O O
M-1 .
V
h M
N
V
Ln
V)
N
.--I
o
M
ul
00
4
e1
In
0
c-1
L ---t
(60.2)
(80.3)
o
M
M
.--1e-1
.-i
V
(39.8)
107.2
(42.2)
L
O
.
0
c -I
0
.--I
V
(755.0)
,
•
01
•>
0
QUANTITY
DIFFERENCE
FINAL
QUANTITY It
7,040.0
2,174.0
4,361.3
5,275.0
758.0
548.3
104.9
137.2
0)
0)
29.3
386.7
N
O�
c -i
00
o co
0)
(0
Wtio
.--I
N
N
N
-i
M.
-I
FINAL
QUANTITY
ORIGINAL BID
QUANTITY
7,763.0
2,515.0
Ln
Ln
.-I
0
V
N
O7
n
Ln.,
906.5
429.8
165.1
217.5
225.9
N
If)
N
426.5
43.0
O
.--I
I/)
0)
18.7
o
ai
2.0
o
c -I
758
758
O
ci
ORIGINAL BID
QUANTITY
F-
Z
LL LL
V) I/)
LL
N
LL
V)
LL
V)
LL
V)
LL
J
LL
J
LL
J
LL
J
LL
N
LL
V)
LL
V)
}
N
h
J
2
(J
W
2
0
W
Y
N
}
V)
V)
J
H
Z
BID ITEM DESCRIPTION
ITEM
Remove PCC Sidewalk, 4"
Remove PCC Sidewalk, 6"
1 3 PCC Sidewalk, 4"
1 4 I PCC Sidewalk, 6"
5 Detectable Warning Surface
6 Class A Sidewalk
7 Remove & Replace 24" PCC Curb & Gutter, 6"
8 Remove & Replace 24" PCC Curb & Gutter, 7.5"
9 Remove & Replace 24" PCC Curb & Gutter, 9"
10 I Remove & Replace 24" PCC Curb & Gutter, 11"
11 Remove & Replace PCC Pavement w/Integral C&G, 6"
12 Remove & Replace PCC Pavement w/Integral C&G, 7.5"
13 Remove & Replace PCC Pavement w/Integral C&G, 9"
14 Remove & Replace Asphalt Pavement, 6"
15 Remove & Reset Bike Racks
16 Manhole Adjustment
17 Water Valve Adjustment
18 Excavation
19 Hydroseeding
20 Traffic Control
ITEM DESCRIPTION
c -I N
g
CO _
CII
0)
O
N
0)
N
m
0
0
N
N
00
d
#914 Pay Estimates.xlsx FINAL
F.Y. 2017 SIDEWALK REPAIR PROGRAM - ZONE 7 & TRAIL REPAIRS FINAL
CONTRACT NO. 914 PERIOD:
DIVISION V - EMERGENCY TRAIL REPAIRS
INCREASE/
DECREASE
I $ 2,454.00
$ 4,499.00
0
O
M
10
0)
CO
ER
B & B UNIT PRICE
EXTENDED
o 0
0 0
O
V
0)cl
$ 17,262.76 1
44.
$ 12,933.00
to
(N
V
Cr)
ER
ER
O
0
to
Eft
H
00
0
LO
Division V - Emergency Trail Repairs Totals
Z W
m E
o Cl_
co
(O
LE)
$ 5,305.28
ER
ER
QUANTITY
DIFFERENCE
O
818.0
06
00
ER
0
818.0
Q 1-
00
Z ZZ
Sidewalk
LL D
0
(0
0
N.
(0
co-
(f?
ORIGINAL BID
QUANTITY
(0
N
(0
N
0
ER
$ 6,782.86
I -
LL
a.
LL
D
(n
0)
ITEM DESCRIPTION
Remove PCC Sidewalk, 6"
PCC Sidewalk 6"
Eo- H
Date
N
h
ti
co
Ef>
0
ED
M
T
Ef)
0
M
O)
E0
ER
ER ER ER
Divisions I - IV Total
(0
LO
c
0
Payment Totals
Total Amount
CO
N
(.()
C')
Ln
ER
CO
0
N
CO
(
EA
$ 50,643.84
$ - 9,767.23
$ 6,782.86
CO
i-
0
V
V•
(NI
ER
in
V
N
N
10
ER
$ 40,602.19
x
0
(O
co
ER
$ 27,708.51
$ 17,262.76 1
$ 19,575.05
$ 12,933.00
cr
0)
N
CO
coLei
N
Ef?
Trail Emergency 1
ER
ER
ER
ER
ER
ER
ER
ER
ER
0
0
co
to
0)
CO
ER
fR
ER
ER
$ 6,953.00
.-
L
h-
$ 5,305.28
69
ER
ER
ER
ER
ER
ER
ER
10
0
co
O)
(o
Ea
to
to
$ 489.18
r
b
cc
ti
O
to
Sidewalk
ER
(0
0
N.
(0
co-
(f?
$ 50,643.841
(0
N
(0
N
0
ER
$ 6,782.86
(0
N-
to
V
V'
CV
N
ER
10
V
0
N
10
ER
0
c-
O
CO
O
V'
ER
c-
,—
0)
(0
CO
0
CO
'Cr
CO0
I�
(fl
c--
ER
$ 17,262.76
$ 19,575.05
N
CO
V'
4.
CV -
r-
ER
$ 248,876.43
Date
r_
O
N
0
1
(0
7/31/2017j
N-_
O
N
CO
8/28/2017
r_
O
N
0)
10/30/20171
11/27/2017
5/14/2018
6/15/2018
6/26/2018
0
O
N
V
Payment Totals
Payment
Pay Estimate #1
Pay Estimate #2
Pay Estimate #3
Pay Estimate #4 J
Pay Estimate #5
Pay Estimate #6
Pay Estimate #7
Pay Estimate #8
Pay Estimate #9
Pay Estimate #10
Pay Estimate #11
Pay Estimate #12
Retainage
0
CO
COCO-
10
0
(0
0
o_
D7
(
O
0
Change Order Totals
M
co
0)
N
ti
N
Ef}
O
co
O
O
Eft
O
N•
ti
N.
O
r
EA
C)
O)
N
O
cotri
N
Ta
0
1—
L_
w
0
m
U
0
E
CC
tC
E
E
u)
CY
LL
#914 Pay Estimates.xlsx FINAL