HomeMy WebLinkAboutMike Dolan Concrete - Final Qty Adj FY15 - Cont. 851-3/13/2017CITY OF WATERLOO, IOWA
FINAL QUANTITY ADJUSTMENT
PROJECT: F.Y. 2015 Cunningham School Safe Routes to School Program PCC Sidewalks
CONTRACT NO. 851 Date Prepared: r ya 21, 207 AMOUNT: $3,769.95 DECREASE
TO: MIKE DOLAN CONCRETE AND MASONRY , Contractor
You are hereby ordered to perform the following extra work on your contract dated June 15, 2015.
A. Description of change to be made or extra work to be done:
Adjust original construction quantities to actual construction quantities.
B. Reason for ordering change or extra work:
As -built quantities varied for some bid items
C. Settlement for cost of work to be made as follows:
Compensation already made to contractor through bid items.
See attached summary.
BY:
Mayor
ATTEST:
3/(31(1
Date
Final Qty. Adj.
TOTAL DECREASE $3,769.95
MIKE DOLAN CONCRETE AND MASONRY
CONTRACTOR �J
BY: G)'%'F L £
TITLE: (resided'
a -r7
Date
Date APPROVED:
City Engineer Date
3/ 'Ji7
Contract No. 851 Sheet 1 of 1
F.Y. 2015 Cunningham School Safe Routes To School Program PCC Sidewalks
CONTRACT NO. 851
FINAL
PERIOD: Due 30 Days from date of acceptance of work
Bid
Item
Bid Item Description
Units
Original Bid
Quantity
Final
Quantity
lQuantityDolan
Difference
Dolan Unit Price
Unit Price
Extended
Increase / Decrease
1
Clearing and Grubbing
UNIT
120.0
0.0
_:,': -120.0
$ 70.00
$ -
$ (8,400.00)
2
Excavation, Class 10, Waste
CY
108.9
108.9
- `" 0.0
$ 30.00
$ 3,267.00
$
3
Topsoil, Furnish and Spread
CY
328.8
328.8
---` 0.0 '
$ 25.00
$ 8,220.00
$ -
4
Removal of Curb
STA
1.350
1.705
-)'_. <:0.355 :-'
$ 1,200.00
$ 2,046.00
$ 426.00
5
Surfacing, Driveway, Class A Crushed Stone
TON
2.0
11.38
--`: 9.38 ':
$ 40.00
$ 455.20
$ 375.20
6
Removal of Sidewalk
SY
142.9
145.5
2.6
$ 18.00
$ 2,619.00
$ 46.80
7
Sidewalk, PC Concrete, 4 in.
SY
379.8
353.6
-26.2 :
$ 45.00
$ 15,912.00
$ (1,179.00)
8
Sidewalk, PC Concrete, 5 in.
SY
26.6
31.4
- -:=-4.8 `-
$ 54.00
$ 1,695.60
$ 259.20
9
Sidewalk, PC Concrete, 6 in.
5Y
73.7
72.9
-0.8 ':
$ 58.50
$ 4,264.65
$ (46.80)
10
Detectable Warnings
SF
116.0
116.0
---'i00.0 '..
$ 25.00
$ 2,900.00
$
11
Curb and Gutter, PC Concrete, 2.0 ft.
LF
135.3
170.5
- 35.2 ':
$ 20.00
$ 3,410.00
$ 704.00
12
Driveway, PC Concrete, 5 in.
SY
20.7
21.8
7 1.1 ::
$ 54.00
$ 1,177.20
$ 59.40
13
Driveway, PC Concrete, 6 in.
SY
67.4
76.5
-:"9.1"
$ 58.50
$ 4,475.25
$ 532.35
14
Removal of Paved Driveway
SY
88.1
96.4
' 8.3
$ 18.00
$ 1,735.20
$ 149.40
15
Safety Closure
EACH
15.0
15.0
:a:B0.01'.
$ 55.00
$ 825.00
$
16
Perforated Square Steel Tube Posts
LF
11.0
11.0
/: 0.0
$ 11.00
$ 121.00
$
17
Type A Signs, Sheet Aluminum
SF
15.0
15.0
:P.d 0.0
$ 20.00
$ 300.00
$ -
18
Construction Survey
L5
1.0
1.0
t' 00'd
$ 2,000.00
$ 2,000.00
$
19
Traffic Control
LS
1.0
1.0
;:7c0.0 ''
$ 2,000.00
$ 2,000.00
$
20
Mobilization
LS
1.0
1.0
0.0 '
$ 500.00
$ 500.00
$ -
21
Mulching, Wood Cellulose Fiber
ACRE
0.1
0.0
-->-I-0.1 `::;
$ 10,890.00
$ -
$ (1,089.00)
22
Seeding and Fertilizing (Urban)
ACRE
0.1
0.1
---: 0.0
$ 10,890.00
$ 1,089.00
$
23
Perimeter and Slope Sediment Control Device, 6 in. dia.
LF
40.0
50.0
1110.0 ::'
$ 7.00
$ 350.00
$ 70.00
24
Removal of Perimeter and Slope Sediment Control Device
LF
40.0
50.0
- -`50.0 <.
$ 1.00
$ 50.00
$ 10.00
8001
Combined Concrete Sidewalk and Retaining Wall
CY
-
5.75
--%>'' 5.75
$ 750.00
$ 4,312.50
$ 4,312.50
$ 63,724.60
$ (3,769.95)
TOTAL
PAY ESTIMATE#1
$
56,070.35
PAY ESTIMATE#2
$
447.45
PAY ESTIMATE#3
$
4,045.57
RETAINAGE
$
3,161.23
TOTAL PAYMENTS
$
63,724.60
TOTAL
ORIGINAL CONTRACT AMOUNT
67,494.55
REQUIRED DEDUCTIONS PER IOWA DOT CONTRACT SPECIFICATIONS
(500.00)
NEW CONTRACT AMOUNT
66,994.55
FINAL NEW CONTRACT AMOUNT
$
66,994.55
FINAL QUANTITY SUMMARY
$
(3,769.95)
FINAL CONTRACT AMOUNT
$
63,224.60
Cont. 3851
FINAL QTY. ADJ. 5RT5-U-8155728)--8U-07
Sheet 2 of 2