HomeMy WebLinkAbout2011 CON Koch Armstrong - Change Order #27 Marina Gateway Streetscape, FY 09-10CALIFORNIA 4-0,-
NATIONAL CITY
ri/
C_.. INCORPORATE
MARINA GATEWAY STREETSCAPE
Specification #08-16
Contractor: Koch -Armstrong General Engineering, Inc.
FINAL CLEAN-UP CHANGE ORDER # 27
January 7, 2011
Reason/Purpose for this Change Order:
This change order summarizes all line item extensions and change order modifications for this project.
The City of National City and Contractor agree to the following change to the original Contract:
!The Contractor and City agree that the quantities listed on Attachment "A" are the final field -confirmed quantities
;for this project. The Contractor and City agree that Attachment "B" provides accurate calculations for the
modified lump sum dollar totals for Change Orders 3, 8, and 10.
Original Contract Amount $ 1,916,282.35
Net change by previously authorized Change Orders 51,706.50
Subtotal
Amount of this change order
New contract amount
Working days added: 0
Submitted by:
Working days subtracted: 0
L,J
er .... Date
City Engineer Date
1, 967, 988.85
$ 1,967,988.85
Percent change in Contract to date 2.70%
City Manager required for Change Orders>$24,999 Date
By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated
its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment, materials and labor necessary to
provide a complete work as described above at that the price stated herein. Additionally, Contractor confirms that the price is fair and complete
and represents all costs associated with the work, including but not limited to at equipment, materials, labor, supervision, overhead, fees,
bonds, insurance, profit, etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents
are incorporated herein.
!Accepted and a reed to by Koch -Armstrong GeneralEngineerin Inc _
Frank Herrera, Project Manager Date
Note to Contractor: If you do not agree with this Change Order you may be directed to proceed with this work under the terms of the contract
and you may proceed under protest. You must comply with the contract requirements of submitting a written protest to protect your claim.
Originals: City Clerk, Contractor cc: Engineering project file, Project Manager
1243 National City Boulevard, National City, CA 91950
Telephone (619) 336-4380
CITY OF NATIONAL CITY
MARINA GATEWAY STREETSCAPE
Specification 08-16
FINAL CLEAN-UP CHANGE ORDER, Attachment "A"
1/15/11
Original Contract
FINAL QUANTITIES
Delta
No.
Item
Units
Quantity
Unit Price
Amount
Quantity
Amount
1
Mobilization
LS
1
16,900.00
16,900.00
1.00
16,900.00
-
2
Temporary Erosion Control
LS
1
5,700.00
5,700.00
1.00
. 5,700.00
-
3
Demolition
LS
1
154,300.00
154,300.00
1.09
168,336.90
14,036.90
4
Remove Striping
LF
600
2.00
1,200.00
600.00
1,200.00
-
5
Tree Removal
EA
29
200.00
5,800.00
29.00
5,800.00
-
6
Remove and Dispose of Railroad Flasher Sign,
EA
1
1,200.00
1,200.00
1.00
1,200.00
-
7
Removal of Railroad (including rail, ties, and t
LF
1000
28.00
28,000.00
1,062.00
29,736.00
1,736.00
8
Railroad Switch Removal and Modification
EA
1
1,200.00
1,200.00
1.00
1,200.00
-
9
Base Subqrade for Ballast Removal (2' Depth'YD^3
664
35.00
23,240.00
689,60
24,136.00
896.00
10
Fill Soil for Ballast Removal (3' Depth)
YD^3
324
26.00
8 424.00
324.00
8,424.00
-
11
6" Curb & Gutter per G-2 (Type G)
LF
950
22.00
20,900.00
1,001.00
22,022.00
1,122.00
12
6" Curb & Gutter per Mod. G-2 (Type G)
LF
1160
27.00
31,320.00
1,175.00
31,725.00
405.00
13
6" Curb per G-1
LF
210
16.00
3,360.00
238.00
3,808,00
448.00
14
4" Sidewalk per SDRSD G-7
SF
26792
4.00
107,168.00
26,772.00
107,088.00
(80.00)
15
Curb Ramps per Mod SDRSD G-27
EA
6
1,200.00
7,200.00
6.00
7,200.00
-
16
Curb Ramps per SDRSD G-29
EA
1
1,700.00
1,700.00
2.00
3,400.00
1,700.00
17
Cross -Gutter per National City Std Dwq Mod (SF
3391
5.50
18,650.50
2,699.00
14,844.50
(3,806.00)
18
AC Overlay
SF
4602
2.50
11,505.00
3,293.00
8,232.50
(3,272.50)
19
4.5" AC on 6" CTB
SF
12657
3.60
45,565.20
8,410.00
30,276.00
(15,289.20)
20
6.0" AC on 6" CTB
SF
16279
4.35
70,813.65
24,472.00
106,453.20
35,639.55
21
4" Concrete (Plaza)
SF
4544
4.00
18,176.00
4.360.00
17,440.00
(736.00)
22
Seal Coat
SF
14250
0.20
2,850.00
48,582.00
9,716.40
6,866.40
(193.20)
23
Cleveland & 23rd Intersection Pavement (6" F
SF
6890
4.60
31,694.00
6,848.00
31,500.80
24
7.5" Porous Concrete (NW Corner of Harrison
SF
967
15.00
14,505.00
882.00
13,230.00
(1,275.00)
25
Turf Cell Pavers
SF
8814
16.00
141,024.00
-
-
(141,024.00)
26
Structural Soil Sections
CuFt
1000
5.00
5,000.00
1,000.00
5,000.00
-
27
Alley Apron
SF
445
5.00
2,225.00
451.00
2,255.00
30.00
28
Driveway
LF
3769
6.00
22 614.00
4,908.00
29,448.00
6,834.00
29
Metal Beam Guard Rail
LF
70
69.00
4,830.00
78.00
5,382.00
552.00
30
Street Lights (includes Conduit, Wiring, Meter
EA
27
5,600.00
151,200.00
27.00
151,200.00
-
31
Street Name Sign, per SDM-102
EA
7
320.00
2,240.00
-
-
(2,240.00)
32
8" CL 235 PVC Water Main
LF
674
63.00
42,462.00
674.00
42,462.00
-
33
8" CL 200 PVC Fire Service w/ Valve (1-27', 2
EA
3
4,080.00
12,240.00
3.00
12,240.00
-
34
6" Fire Service w/ Valve (32')
EA
1
2,700.00
2,700.00
1.00
2.700.00
-
35
2" Copper Water (Laterals)
EA
5
3,200.00
16,000.00
5.00
16,000.00
-
36
1" Copper Service Water
EA
2
2,400.00
4,800.00
2.00
4,800.00
-
37
6" PVC Sewer (Laterals)
LF
130
47.00
6,110.00
130.00
6,110.00
-
38
3/4" Gas Pipe
LF
14
116.00
1,624.00
-
-
(1,624.00)
39
1" Gas Pipe
LF
65
50.00
3,250.00
-
-
(3,250.00)
40
18" Steel Casing
LF
41
106.00
4,346.00
41.00
4,346.00
-
41
8" Steel Casing
LF
100
32.00
3,200.00
-
-
(3,200.00)
42
8" Valves
EA
6
2,100.00
12,600.00
6.00
12,600.00
-
43
Fire Hydrant Assembly
EA
1
6,000.00
6,000.00
1.00
6,000.00
-
44
Relocate Fire Hydrant Assembly
EA
1
5,000.00
5 000.00
1.00
5,000.00
-
45
Remove & Relocate Street Sign
EA
11
160.00
1,760.00
11.00
1,760.00
-
46
Remove & Relocate Depot Parking Sign
EA
1
200.00
200.00
1.00
200.00
-
47
Traffic Sign
EA
8
200.00
1,600.00
10.00
2,000.00
400.00
48
Remove & Salvage Street Signs
EA
14
30.00
420.00
8.00
240.00
(180.00)
-
49
Street Striping (0-4000)
LF
2057
1.50
3,085.50
2,057.00
3,085.50
50
Pavement Markers
EA
76
7.00
532.00
76.00
532.00
-
51
Thermoplastic with Glass Beads
SF
260
4.00
1 040.00
260.00
1,040.00
-
52
Blue Pavement Marker
EA
2
100.00
200.00
2.00
200.00
-
53
Depot Feature Up -Lighting & All Appurtenance
LS
1
15,800.00
15,800.00
1.00
15,800.00
54
Vehicular Sliding Gate & All Appurtenances In
LS
1
21,000.00
21,000.00
1.00
21,000.00
-
55
Concrete Mowcurb (SDRSD # L-4)
LF
300
15.00
4,500.00
250.00
3,750.00
(750.00)
56
Stone Pilasters
EA
3
2,500.00
7,500.00
3.00
7,500.00
-
57
Mailbox w/ Post
EA
1
800.00
. 800.00
1.00
800,00
-
58
Steel Fencing
LF
320
66.00
21,120.00
317.00
20,922.00
(198.00)
59
Single Swing Access Gate
EA
1
2,000.00
2,000.00
1.00
2,000.00
-
60
Double Swing Access Gate
EA
3
4,000.00
12,000.00
3.00
12,000.00
-
61
Boardwalk
SF
3922
24.00
94,128.00
-
-
-
62
Boardwalk Cross Over
LS
1
5,500.00
5,500.00
1.00
5,500.00
-
63
DG Paving at Tree Pits
SF
2700
1.50
4,050.00
2,391.00
3,586.50
(463.50)
64
DG Paving at Depot Display Yard
SF
21880
3.40
74,392.00
20,532.00
69,808.80
(4,583.20)
85
Cast Iron Tree Grates
EA
9
5,000.00
45,000.00
9.00
45,000.00
-
66
Tree Uplightinq (including Conduit, Wiring & P
EA
97
513.00
49,761.00
98.00
49,248.00
(513.00)
67
Barrier Protection Per SDG&E Std. 3481.1
LS
1
5,240.00
5,240.00
1.00
5,240.00
-
68
Water Quality Planter Box (Cleveland Avenue'
LS
1
2,000.00
2,000.00
-
-
-
69
Gravel Water Quality Feature
LS
1
3,000.00
3,000.00
1.00
3,000.00
-
70
Misc. Utility Removal & Abandonment
LS
1
6,000.00
6,000.00
1.00
6,000.00
-
71
Adlust Existing Underground Dry Utility Facilit
LS
1
30.00
30.00
1.00
30.00
-
72
Landscape & Irrigation
LS
1
312,000.00
312,000.00
0.91
284,925.10
-
73
Temporary Traffic Control
LS
1
17,000.00
17 000.00
1.00
17,000.00
-
74
Conduit & Wiring for Existing Pylon Depot Ligl
LS
1
2,000.00
2,000.00
1.00
2,000.00
-
75
Install Bench Mark per SDRSD M-11
EA
2
1,000.00
2,000.00
2.00
2,00000
-
76
Remove Existing 10" VCP Sewer Main and Re(
LF
1225
60.00
73,500.00
865.00
51,900.00
(21,600.00)
77
Remove 10" VCP Sewer Main and Replace wit
LF
100
63.00
6,300.00
100.00
6,300.00
-
78
Remove & Replace Existing MH #898
EA
1
5,000.00
5,000.00
1.00
5,000.00
79
Remove & Replace Existing MH #897
EA
1
5,000.00
5,000.00
1.00
5,000.00
-
80
Remove & Replace Existing MH #896
EA
1
5,000.00
5 000.00
1.00
5.000.00
-
81
Remove & Replace Existing MH #895
EA
1
5,000.00
5,000.00
1.00
5,000.00
-
82
Remove & Replace Existing MH #927
EA
1
5,000.00
5,000.00
1.00
5.000.00
-
83
Cut in 12" x 12" x 8" Tee Connection on Bay f
EA
1
5,000.00
5,000.00
1.00
5,000.00
-
84
12" Butterfly Valve
EA
2
3,925.00
7 850.00
2.00
7.850.00
-
85
Wet Tap at State 13+63.60 23rd Street
EA
1
1,000.00
1,000.00
1.00
1,000.00
-
86
Steel Casing
LF
35
32.50
1,137.50
11.50
373-75
(763.75)
Bid Alternatives
25A Pourous Concrete
SF
8814
18.00
158,652.00
8,623.00
155,214.00
(3,438.00)
48A Additional Striping
LS
1
1,000.00
1,000.00
1.00
1,000.00
Chance Orders
1
Relocate Chain Link Fence
LS
1
3,785.67
3,785.67
1.00
3,785.67
-
2
Wet Tap - Night Work
LS
1
4,740.75
4,740.75
1.00
4,740.75
-
3
Concrete Header
LS
1
37 737.00
37,737.00
1.00
46,212.85
8,475.85
4
Remove/Dispose of RCP Pipe
LS
1
6,545.57
6,545.57
1.00
6,545.57
-
5
Harzardous materials/remove concrete
LS
1
7,980.07
7,980.07
1.00
7,980.07
-
6
Abandon Septic Tank
LS
1
934.95
934.95
1.00
93495
-
7
Delete Boardwalk, Replace Sidewalk
LS
1
(78,440.00)
(78,440.00)
-
-
8
Delete Acid Etch
LS
1
(11,978.46)
(11,978.46)
1.01
(12,141.48)
(163.02)
9
SDGE Conduit Repair
LS
1
6,106.56
6 106.56
1.00
6,106.56
-
10
Replace CTB with CMB
LS
1
(13,248.46)
(13,248.46)
0.81
(10,747.44)
2,501.02
11
Concrete Boardwalk Crossover
LS
1
-
-
-
-
-
12
AC @ Railroad Tracks
LS
1
9 237.80
9,237.80
1.00
9,237.80
-
13
R&R AC @ East Side of Cleveland*
LS
1
23,653.40
23 653.40
14
Delay - Sewer Pump Turn Ons
LS
1
14 919.98
14,919.98
1.00
14,919.98
-
15
Water/Fire Services Re-route
LS
1
14,169.94
14,169.94
1.00
14,169.94
-
16
Delay - Sewer Main Delay for Gas
LS
1
18,249.99
18,249.99
1.00
18,249 99
-
17
R&R Permeable w/ 6" PCC
LS
1
2,940.60
2 940.60
1.00
2,940.60
-
18
Credits: Landscaping*
LS
1
(30,778.90)
(30,778.90)
19
Replace Unsuitable Material w/ CMB
LS
1
2 716.94
2,716.94
1.00
2,716.94
-
20
Demo and dispose of wall
LS
1
1,592.43
1,592.43
1.00
1,592.43
-
21
Demo and dispose of CMU wall
LS
1
1,206.89
1,206.89
1.00
1,206.89
-
22
Induction Lights
LS
1
2 462.79
2,462.79
1.00
2,462.79
-
23
Water Quality Planter Box
LS
1
15,946.55
15,946.55
1.00
15,946.55
-
24
Delete Line Item #68*
LS
1
(2 000.00)
(2,000.00)
25
Asphalt Improvements (MSI)
LS
1
14,516.69
14,516.69
1.00
14,516.69
-
26
Wheelstops
LS
1
1692.79
1,692.79
1.00
1,692.79
Paid as line item adjustments
A
t':ITO DATE: 11,967,988.85 I (126,999.65)1
r
r
CALIFORNIA +�
MARINA GATEWAY STREETSCAPE
Specification #08-16
NA!!Orl!&L C It
tRCORPORATSO
FINAL CLEAN-UP CHANGE ORDER, Attachment "B"
Change Order 3
Unit
7.5"x 12" reinforced concrete header LF
Estimated Quantity
1260
Actual Quantity
1543
Difference
Unit Price
Price Difference
283 29.95 $
Original Total: $
Difference: $
Modified Total: $
Explanation: Pursuant to Change Order #3, the Contractor was to install a 7.5" x 12" concrete header abutting
porous concrete sections found in the original contract to ensure the stability of these sections. The City and
Contractor negotiated a lump sum price of $37,730.00 based on an estimated 1260 LF at $29.95/LF. The
contractor actually installed 1543 LF of concrete header, resulting in an additional $8,475.85 due the contractor for
work performed.
8,475.85
37,737.00
8,475.85
46,212.85
Change Order 8
Acid Etch
Unit
SF
Estimated Quantity
30714
Actual Quantity
31132
Difference
418
Unit Price
Price Difference
0.39 $
Original Total: $
Difference: $
Modified Total: $
Explanation: Pursuant to Change Order #8, the Contractor was to provide a credit to the City for the removal of
acid etch for all 4" sections of concrete (Line Items 14 and 21). The credit was based on the estimated square feet
of 4" concrete (30,714) at a rate of .39/sq ft, resulting in an estimated credit of $11,978.46. The actual number of
square feet of 4" concrete installed was 31,112 which increased the credit to the City by $163.02, resulting in a
total credit of $12,141.48.
163.02
11, 978.46
163.02
12,141.48
Change Order 10
Replace CTB with CMB
Unit
TON
Estimated Quantity
1247.5
Actual Quantity
1012
Difference
-235.5
Unit Price
Price Difference
10.62 $
Original Total: $
Difference: $
Modified Total: $
Explanation: Pursuant to Change Order #10, the Contractor was to replace the installation of CTB in Line Items
19, 20, and 23 with CMB for each of those line items. The credit was based on the estimated tonnage of CTB
required (1,247.5) at unit price of $10.62 per ton. This resulted in an estimated $13,248.46 credit to the City. The
actual number of tons placed was 1,012 which decreased the credit owed to the City by $2,501.02, resulting in a
total credit of $10,747.44.
(2,501.02)
13,248.46
(2,501.02)
10, 747.44
OFFICE OF THE CITY CLERK
1243 National City Blvd.
National City, California 91950
Michael R. Dalla, CMC - City Clerk
619-336-4228 phone 619-336-4229 fax
KOCH ARMSTRONG GENERAL ENGINEERING
Change Order #27
Marina Gateway Streetscape, FY 09-10
Barby Tipton (Engineering) Forwarded
Copy of Change Order to Contractor