HomeMy WebLinkAboutCedar Valley Corporation - CO #2 - Cont. No. 1095 - 5.6.2024CITY OF WATERLOO, IOWA
CHANGE or EXTRA WORK ORDER NO. 2
PROJECT: FY 2024 BROADWAY ST RECONSTRUCTION PROTECT
CONTRACT NO. 1095
Date Prepared: 04/29/2024 AMOUNT: $ 712,070.23 Increase
TO: CEDAR VALLEY CORPORATION, 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 03/18/2024.
A. Description of change to be made or extra work to be done:
a) Contractor to extend the Broadway St Reconstruction Project from the US Hwy 218 off ramp to
Airport Blvd. The extension of the reconstruction will be for the westbound Broadway St roadway.
The work will include Broadway St and Airport Blvd intersection, tying into the US Hwy 218
westbound on ramp.
B. Reason for ordering change or extra work:
b) Due to excellent original bid prices, we have the opportunity to extend the reconstruction project
and still meet completion date.
C. Settlement for cost of work to be made as follows:
c) See attached spreadsheet for the increase in existing quantities. Contractor has agreed to use
original bid prices for the increase in quantities.
Total Net Increase $712,070.23
CITY OF WATERLOO
BY: °'°
62uerc�in Y 5/6/2024
si,3C CT p vitt4 COILP } LC
Mayor Date CONTRACTOR
BY: GLA c UP 3672,0Z
Date
ATTEST:
R1elley Felchle sib 5/6/2024
City Clerk Date
PRINTED NAME: WtipiE, C E/(A)t.
TITLE:
APPROVED:
Xus6,4, sIO 5/6/2024
City Engineer Date
FY 2024 BROADWAY STREET RECONSTRUCTION PROJECT CONTRACT NO.1095
CEDAR VALLEY CORP
BID ITEM
DESCRIPTION
UNIT
ORIGINAL BROADWAY
ST QTY
BROADWAY ST
STAGE 3 QTY
UNIT BID PRICE
TOTAL INCREASE
PRICE
%
INCREASE
DIVISION 2 • EARTHWORK
1
TOPSOIL, 4 INCHES, ON SFLE
SY
26,418.0
4,131.0
$ 0.75
$ 3.093.25
16%
2
TOPSOIL, 4 INCHES, OFF SITE
SY
5,453.0
0.0
$ 3.50
$ -
0%
3
EXCAVATION, CLASS 10, ROADWAY AND BORROW
CY
1,423.0
0,0
$ 15.00
5 -
0%
4
(EXCAVATION, CLASS 10. WASTE
CY
12,706.0
Z040.0
$ 9.50
$ 19,380.00
16%
5
EXCAVATION. CLASS 10, BELOW GRADE
CY
2,100.0
306.0
5 42.00
$ 12,852.00
15%
6
SUBGRADE PREPARATION
SY
61,272,0
0.0
$ 1.05
5 .
0%
7
SUBBASE, MODIFIED, 10 Mal
SY
61.272.0
9.811.0
$ 6.25
S 61,318 75
16%
8
GRANULAR SHOULDER, TYPE B, 4 INCH DEPTH
SY
17,191,0
3,096.0
$ 4.75
5 14,706.00
18%
SUBTOTAL EARTHWORK =
5 111,355.00
DIVISION 4 - SEWERS AND DRAINS - STORM
9
!STORM SEWER, TRENCHED, RCP 2000D, 18 INCH
LF
279.1
0 0
$ 80.00
$ •
0%
10
IREMOVAL OF STORM SEWER, RCP, LESS THAN OR EQUAL TO 36 INCI-
LF
199.0
0 0
$ 20.00
$ -
0%
11
(PIPE APRON, RCP,18IN. DIA.
EACH
3.0
0.0
$ 2,000.00
$ -
0%
12
IFOOTING FOR CONCRETE PIPE APRON. 18 INCH
EACH
3,0
0.0
S 1,750.00
$ .
0%
13
PIPE APRON GUARD,, 18 INCH
EACH
3.0
0.0
$ 800.00
$ -
0%
14
.SUBDRAIN, TYPE SP, 6 INCH
LF
19,5136
2.224.0
$ 12.00
$ 26,688,00
11%
15
'SUBDRAIN OUTLET TO STRUCTURE, 6 INCH
EACH
36.0
0.0
$ 650.00.
$ -
0%
16
WO -DRAIN OUTLET TO DFTCH, 6INCH
EACH
32.0
7.0
5 650.00
S 4,550.00
22%
SUBTOTAL SEWERS AND DRAINS - STORM =
5 31,238.00
:DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS
17
!INTAKE, 5W-505
EACH
10
0.0
S 8,500.00
$ -
0%
18
INTAKE, SW-507
EACH
3 0
0_0
$ 8,000.00
$ -
0%
19
INTAKE, SW-512, 24 INCH, WATERLOO 1040 A COVER ONLY
EACH
9 0
0.0
$ 2,500.00
5 -
0%
20
INTAKE, SW-512, 24 INCH, SW-604 TYPE 3B CASTING
EACH
3.0
0.0
S 2,500.00
S -
0%
21
SANITARY MANHOLE ADJUSTMENT, MINOR, SW-301
EACH
2.0
0.0
$ 2,000_00
$ -
0%
22
REMOVE INTAKE AND FLARED END SECTIONS, STORM
EACH
10 0
0.0
$ 50.00
$ -
0%
SUBTOTAL
STRUCTURES
FOR SANITARY AND S ORM SEWERS.
$ -
DIVISION 7 - STREETS AND RELATED WORK
23
PAVEMENT, PCC, 9 INCH, C-SUD OR C-4, CL 3 AGG
SY
54,718 0
8,836.0
5 48 58
$ 429,252-88
16%
24
PCC PAVEMENT SAMPLES AND TESTING
LS
1.0
0.2
$ 5,000,00
$ 1,000.00
20%
25
CONCRETE WASHOUT
LS
1.0
0.2
$ 2,000.00
5 400.00
20%
PAVJ10'INT REHABILITATION
26
PAVEMENT REMOVAL
SY
59,273 0
11.705.0
5 2.75
$ 32,188.75
20%
27
REMOVAL OF RAILROAD CROSSING
15
10
00
$ 7,500.00
5 -
0%
I
SUBTOTAL
STREETS AND
RELATED WORK=
5 462,841.63
DIVISION S - PAVEMENT MARKINGS AND TRAFFIC CONTROL
28
PAINTED PAVEMENT MARKINGS, WATERBORNE
STA
315.16
7916
5 55.00
$ 4,353.80
25%
29
PAINTED PAVEMENT MARKINGS, WATERBORNE, TEMPORARY
STA
10.64
5.76
$ 135.00
5 777,60
54%
30
PRECUT SYMBOLS AND LEGENDS
EACH
10.0
4.0
$ 600.00
5 2,400.00
40%
31
PAVEMENT MARKINGS REMOVED
STA
10.64
24-67
S 325.00
$ 8,017.75
232%
32
TEMPORARY TRAFFIC CONTROL
LS
1.0
0.3
5 46,300.00
$ 13,890.00
30%
33
DIRECTIONAL SIGNS, PER DETAILS
EACH
104 0
0.0
$ 200.00
5
0%
34
SAFTEY CLOSURE
EACH
26.0
00
$ 250.00
$ •
0%
35
TEMPORARY LANE SEPARATOR SYSTEM
LF
400.0
0.0
5 20.00
$
0%
SUBTOTAL PAVEMENT MARKINGS AND TRAFFIC
CONTROL=
5 29,439.15
(DIVISION 9 - SITE WORK AND LANDSCAPING
(SEEDING
36
HYDRAULIC SEEDING, FERTILIZING AND MULCHING - TYPE 1
SY
31,871.0
4,131.0
�$ 0.65
$ 2,685.15
13%
37
WARRANTY
SY
7,968.0
1,033.0
$ 0.65
5 671.45
13%
(EROSION AND SEDIMENT CONTROL
38
'SILT FENCE, INSTALLATION
LF
4,377.0
4,300,0
$ 1.70
5 7,310.00
98%
39
:SILT FENCE, REMOVAL OF SEDIMENT
LF
450.0
450.0
$ 1.00
$ 450.00
100%
40
!SILT FENCE, REMOVAL OF DEVICE
LF
4,377.0
4,300.0
$ 0.25
$ 1,075.00
98%
41
6130510N CONTROL MULCHING, HYDROMULCHING
SY
23,903.0
4.131.0
$ 0.35
$ 1.445.85
17%
42
INLET PROTECTION DEVICE INSTALLATION. DROP -IN
EACH
4.0
0.0
S 185.00
$ •
0%
43
(INLET PROTECTION DEVICE, INSTALLATION, SURFACE -APPLIED
EACH
6.0
0.0
5 85.00
$ -
0%
44
!INLET PROTECTION DEVICE, MAINTENANCE
EACH
10.0
0.0
$ 50.00
$
0%
.SUBTOTALSLTE
WORK AND
LANDSCAPING •
$ 13,617,45
(DIVISION 11 - MISCELLANEOUS
45
CONSTRUCTION SURVEY
LS
1.0
0.2
$ 25,000.00
$ 5,000.00
20%
46
!MOBILIZATION
LS
1.0
0.1
$ 262,800.00
5 26,280.00
10%
47
TEMPORARY ACCESS. EXCAVATE, PLACE. MAINTAIN. REMOVE AND RESTORE
L5
1 0
0.0
5 50,000.00
5 -
0%
48
TEMPORARY PAVING, 4 INCH HMA
SY
997 0
496 6
$ 65.00
$ 32,279,00
50%
SUBTQTAS MISCEU-ANEOU5=
$ 63.509.00
TOTAL PROJECT COST FOR CHANGE ORDER NO. 2=
$ 712,070.23