HomeMy WebLinkAboutAspro, Inc.-12/7/2015CITY OF WATERLOO
Council Communication
Motion approving Change Order No. 2 for a net decrease of $45,776.45 for the F.Y. 2015 Asphalt
Overlay Program, Contract No. 874; and authorize the Mayor and City Clerk to execute said document.
City Council Meeting: 12/7/2015
Prepared: 12/1/2015
REVIEWERS:
Department Reviewer Action Date
Engineering 'Thorson, Eric Approved 12/2/2015 - 10:09 AM
Motion approving Change Order No. 2 for a net decrease of $45,776.45
SUBJECT: for the F.Y. 2015 Asphalt Overlay Program, Contract No 874: and
authorize the Mayor and City Clerk to execute said document.
Submitted by: Submitted By: Jamie Knutson, PE, Associate Engineer
This is the accumulated amount of adjustments from original to final
Summary Statement: quantities that were determined necessary during the construction of the
project, which results in a decrease to the total project cost.
Source of Funds: Local Option Sales Tax
CITY OF WATERLOO, IOWA
CHANGE or EXTRA WORK ORDER NO. 2
PROJECT: F.Y. 2015 ASPHALT OVERLAY PROGRAM , CONTRACT NO. 874
Date Prepared: April 28, 2015 AMOUNT: $ 45,776.45 Decrease
TO: Aspro, Inc. , Contractor
You are hereby ordered to make the following changes from the plans and specifications or perform
the following extra work on your contract dated February 17, 2014.
A. Description of change to be made or extra work to be done:
Adjust original construction quantities to actual construction.
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 original bid items.
See attached summary.
Total Net Decrease $ 45,776.45
CITY O ATERLOO
1
BY: '17/,
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Mayor Date
EST:
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City Clerk a e
Aspro. Inc.
CONTRACTOR
BY: 4%li'7�1ti� //h o%S
Date
PRINTED NAME: /n/t 7 -
TITLE: TITLE: rf �Df�✓�
APPROVED:
E'. 2015. ASPHALT OVERLAY PROGRAM
CONTRACT #874
_
FINAL QUANTITY SUMMARY
ASPRO
ORIGINAL
FINAL
QUANTITY
_BID
ITEM
DESCRIPTION -
UNIT,
UNIT PRICE
QUANTITY
Ou ITY
DIFFERENCE
INCR/DECR
_
I
REMOVED AND REPLACE WITHE-1 INLET
EACH
$ 3,595.00
1.00 1.00
§
2
REMOVE AND REPLACE E-1-C (USE EXISTING CASTING)
EACH
$ 3,095.00
5.00 13.00
8.00
$
24,760.00
3
REMOVE AND REPLACE E-2-C(USE EXISTING CASTING)
EACH
$ 4,500.00
3.00 4.00
1.00
$
4,500.00
4
REMOVE AND REPLACE INTAKEBOXOUT/E-1-C
EAOH
S 1 595.00
mool 9.00
(9.00)
§
14,355.00
5
_ _
REMOVE AND REPLACE INTAKE BOXOUT/E-2-C
EACH
1 $ 2,490.00
9.00 8.00
1.00
$
2,490.00)
6
FURNISH E-I -C INLET CASTING
EACH
$ 875.00
3.00 1,00
2.00
$
1,750.00
7
FURNISIl E-2-C INLET CASTING
EACH
1,850.00
1.00 3.00
2.00
$
3,7.00.00
9
REMOVE STRUCTURE
EACH
_$__
$ 2,665.00
1.00_ 1.00
$
9
REM/REPRA INLET TOP
EACH
$ 2880.00
_
1.00 1.00
S
10
REMOVE AND REPLACE, MH BOXOUT _
EACH
$ 1,525.00
_ 44.00_ 30.00
14.00
$__(2%350k0)
11
STORM SEWER, 10" TRUSS _
LF
$ 95.00
5.00 86.00
81.00
$
7,695.00
_ 12
REMOVE AND REPLACE SAVOR D/W, 6" PCC
SY
$ 65.50
100.70 199.60
98.90
$
6_,477.95_
13
REMOVE SIDEWALK
SY
$ 9.90
980.40 986.00
5.60
_
$
_
55.44
14
_ _
SIDEWALK, 4"YCC _
$ 26.05
465.70 457.00
(8.70)
$
(226.64)
15
SIDEWALK, 6" PCC
-SY--
SY
$ 52.65
604.30 606.00
1.70
$
89.51
16
_
SIDEWALK CURB SECTION
LF
-sF--1
$ 14.00
72.00 166.70
94.70
$
1,325.80
17
PEDESTRIAN RAMP DETECTABLE WARNING SURFACE
$ 31.00_
937.00 848.00
89.00)
$
(2,759.00
18
TOPSOIL REMOVAL FROM PARKING
SY
Is 11.40
378.70 189.10
(189.20)
$
(2,156.88
19
TOPSOIL
SY
$ 25.00
4.80 12.20
7.40
$
185.00
20
REMOVE AND REPLACE 24" C & G/6" PCC
LF
I $ 7A.00
102.00 294.70
192.70
S
4,624.80
21
_
REMOVE AND REPLACE 24" C&G/9" PCC
$ 27.00
293.00 259.70
33.30)
$
5899.10
22
REMOVE PAVING
$ 12.00
_
311.10 311.10
$
23
6" FCC PAVING
$ 53.00
311.10
311.10
$
24
CLASS 10 EXCAVATION
$ 4.00
1 11.10 111.10
$
25
FULL DEPTH PATCH, REM/REP 6" PCC
FEA
$ 63.00
37.30 19.70
(13.60
$
856.80
26
RECYCLED ASPHALT _
$ 65.00
77.20 103.70
26.50_
$
1,722.50
27
_ PAVEMENT SCARIFICATION _
$ 6.45
40,582.70 40,756.00
1,117.78
28
MII L WEDGE
$ 2,200.00
_ _ 77.00 76.00
1.00
$
2,200.00]
29
CRACKANDSEAT
$ 2.47
39,425.90 39,425.90
$
30
SURFACE PATCH
$ 237.00
52.00 26.47
25.53
$
6,050.61
31
HMA 1,000,000 ESAL) INTERMEDIATE„ 3/4" MIX, 60% CR _
TON
$ 111.15
4,58L00 4,683.63
102.63
$
11,407.32
32
HMA 1,000,000 ESAL SURFACE, 1/2" MIX, NO FRICTION REQD., 60% CR.
TON
$ 112.30
5,082.10 5,217.02
134.92
$
15,151.52
33
HMA INTERLAYER
TON
$ 149.30
1,001.50 1,019.26
17.76
$
2,651.57
34.
HMA3,000,000 ESAL INTERMEDIATE, 3/4" MIX, 75% CR
_TON
$ 111.35
3,776.90 3,129.17
647.73
$
72,124.74
35
HMA (3,000,000 ESAL) SURFACE 1/2" MLX, NO FRICTION REQD., 75% CR
TON
$ 116.10
7,398.40
7,402.01
3.61
$_
419.12
36
PAVEMENT SAMPLES AND TESTING
LS
$ 9,750.00
1.00 0.92
0.08
_$8(09.25)
-
37
_
INLET UMAR
EACH
$ _200.00
66.00 48.00
(18.00
$
_ 3,6( 00.00)
(3,295.00)
38
H
UNIVERSAL MADJ. RING OR EQUAL
EACH
$ 615.00
78.00 45.00
(33.00
$
39
UMARED CONCRETE ADJUSTMENT
EACH
$ 1,045.00
19.00 20.00
1.00
$
1,045.00
40
FURNISH M INSTALL MANHOLE CASTING
_
EACH
$ 890.00
1.00 5.00
4.00
$
3,560.00
41
PAVEMENT SYMBOLS
EACH
$ MARI
13.00 15.00_
2.00
$
570.00
42
PAINTED PAVEMENT MARKINGS
STA
$ 47.00
_
179.92 256.17
76.25
$
3,593.75
43
TRAFFIC CONTROL__
LS
$ 141100.00
1.00 1.0000
$
1001
WHISTLEIRODENT GUARDEACH
$ 137.50
10.00
_
23.00
13.0000
$
1,787.50
1002
FULL DEPTH PATCH HMA
'TON
$ 237.00
12.00
53.00
41.0000
$
9,717.00
_
INCREASE/DECREASE
$
45,776.45
PAY ESTIMATE #1
$ 8,057.43
PAY ESTIMATE 112 _ _
$ 48,916.31'
PAY ESTIMATE 43 May 14,2015
$ 485,192.73
Aspro
Date
_
PAY ESTIMATE #4 May 28, 2015
$ 161,931.80
PAYESTIMATE#5 Jaac 11,_ 2015
$ 811,428.78
PAY ESTIMATE 46 _ _
S 442,471.1_6
>O
PAY ESTIMATE #7
$ 471,058.
of Waterloo
Date.
PAY ES'T'IMATE #8 Ad) 30, 2015
$ 242,100.86
PAY ESTIMATE #9 August 13, 20_15
$ 109,826.8
PAY ESTIMATE #10 September 2, 2015
_ _
-S-286,28r79
PAY ESTIMATE #11 Se [ember 25, 2015
_
$ 95,378.88
_
PAY ESTIMATE #12 October 15, 2015
$ 59,111.48
PAY ESTIMATE #13 October 30, 2015
_
$ 127,097.69
PAY ESTIMATE # 14 November 12, 2015
$ 21,202.93
RETAINAGE _ _
$ 177,366.51_
TOTAL PAYMENT
$ 3,547,330.27
ORIGINAL CONTRACT AMOUNT
$ 3,588,88_7.72
_
CHANGE ORDER #I SIGNED BY CITY ENGINEER _
$ 4.,219.00
FINAL QUANTITY ADJUSTMENT
$ 45,776.45)
FINAL CONTRACT AMOUNT'
$ 3,547,330.27