HomeMy WebLinkAboutResolution - 2012-R0016 - Change Order - Duininck Inc.- Runway 08_26 Taxiway Improvements - 01_12_2012Resolution No. 2012-R0016
January 12, 2012
Item No. 5.18
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK.
THAT the Mayor of the City of Lubbock is hereby authorized and directed to
cecute for and on behalf of the City of Lubbock, Change Order No. 3 to that certain
ontract No. 9593 by and between the City of Lubbock and Duininck, Inc., for Runway
3/26 Taxiway Improvements -Phase II, and related documents. Said Change Order No. 3
attached hereto and incorporated in this resolution as if fully set forth herein and shall
included in the minutes of the City Council.
by the City Council on January 12, 2012
Zo)� '0�
TOM MARTIN, MAYOR
TTEST:
Garza, City
P VIED AS TO CL`:1L
zv'
Loomis, Director of Aviation
APPROVED AS TO FORM:
Chad Weaver, Assistant City Attorney
vw:ccdocs/RES.ChgOrd#3Contract-Duininck, Inc.
December 27, 2011
CITY OF LUBBOCK Resolution No. 2012—R0016
CHANGE ORDER
Change Order #:
3
Contractor:
Duininck, Inc.
Date:
November 21, 2011
B1D/ITB/RFP #:
ITB # 10-099-DD
Contract #;
9593
Project Name:
Lubbock Preston Smith International Airport
Runway 08/26 Taxiway Improvements — Phase II
"Change Order" means a written order to a Contractor executed by the Owner in accordance with the contract
authorizing an addition to, deletion from, or adjustment or revision of the requirements of the contract documents, or
an adjustment to the compensation payable to Contractor, or to the time for performance of the contract and
completion of the Project, or a combination thereof, which does not alter the nature of the thing to be constructed and
is an integral part of the project objective. Adjustments to "Estimated Quantities" to a line item in a Unit Price
contract do not require a Change Order. All work that alters the nature of the thing to be constructed or that is not an
integral part of the project objective must be let out for public bid. Description of change (alteration, deviation,
addition, or deletion) caused by conditions encountered during construction not covered by the specifications and
drawings of the project (attach additiona'1 pages if necessary):
Change Order #3: Refer to drawings attachments for supplemental information.
1. Quantity Adjustments (See Attachment A)
($
1,036,206,68)
2. Liquidated Damages (October 25, 2011 completion)
{$
43,500.00)
NTP — October 5, 2010
Final Completion — 340 days
Weather Days — 3 days
Total Days — 343 days
Scheduled Final Completion — September 13, 2011
Actual Final Completion — October 25, 2011
Days Overran — 30 (weekdays only) @ S1,450/day
3. Removal of 75' of existing duct bank, hauling off debris, backfilling to 95% density
$
18,400.00
4. Install 8 non -coated grates on existing headwall
$
13,800.00
5. Hot Pour Joint Seal at Blast Pad and New Runway
$
325.24
6. Silt Fence Removal
$
5,280.00
TOTAL
($
1,041,901.44)
Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs,
including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and
overhead. Where certain unit prices are contained in the initial contract, no deviations are allowed in computing
negotiated change order costs.
ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM.
ITEM DESCRIPTION
AMOUNT
A. ORIGINAL CONTRACT VALUE: $
13,292,395.29
B. AMOUNT OF THIS CHANGE ORDER: Council approval required !)over $25,000 (S
1,041,901.44)
C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A):
-7.84%
D. AMOUNT OF PREVIOUS CHANGE ORDERS: $
187,367.74
E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): ($
854,533.70)
F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25%Maximum
-6.43%
G. NEW CONTRACT AMOUNT (A+E): $
12,437,961.59
It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order
constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct,
consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the work
performed or modified by the Contractor under this Change Order.
IlDatalIProjects1201012709.10\Construction PhasOChange OrderslChange Order 3\LBB PH2—CO 3.doe
PWC-045 (Rev 01/08)
This Change Order is not valid without the following signatures (please sign in order and return 3 on%tx nals
11�5'�t
Date
Approld as to Contet .
( ) OWNER'S REPRESEN AIWE D e
(5) CAPITAL PROJFCTS MANAGER Date
Z-�� / ?-/5 //r
(2) PIS JECT ARCHITECT/ENGINFER Date
Approved o Fo
(4) CITY ATTORN k&)&� )A MJ 04,
Date
(6) PUICHASING AND CON►FRACT MANAGER Date
Change Orders over $25,000 require a Contract Cover Sheet and the following signatures:
CITY OF LUBBOCK
(7) MAYOR
1/12/12
Date
Council Date: January 12, 2012 Agenda lteni t
ATTEST:
1/12/12
(8) IT ECRETARY Date
5.18 Resolution 9: —R0016
\\Data)\Projects\2010\2109.10\Construction Phase\Cliange Orders\Change Order 3\LBB PH2_CO 3.doc
PWC-045 (Rev 01/08)
ATTACHMENT A
LUBBOCK PRESTON SMITH INTERNATIONAL AIRPORT
RUNWAY 98/26 IMPROVEMENTS - PHASE 2
SUMMARY OF CHANGE ORDER NO. 3 I(3UANTrrY ADJUSTMENTS)
BASE BID
Original
Quantity
Final Quantity
Quantity
Adjustment
Unit
Price
Total Aclustmard
Amount
2
Item P-101, Remove and Salvage of 2" P401, 6" TxDOT Item 345, 6" P-165
15,586
15,104.28
481.72)
SY
$3.75
$1,805.45
3
Item P-101, Remove and Dispose of 14" P-501, B" P301, 6" P-155
17,304
20.337,74
3033.74
SY
512.00
$ W;404.88
4
Item P-101, Remove and Dispose of 28" P-501, e" P-304, 6" PAN
3,816
3,701.00(115.00)1SY
$23.50
$2,702.5ti
5
Item P-101, Remove and Dispose of 14" P-501, 16" P-201, 6" P-155
1,046
659.29
386.71
SY
$17.50
36.767.43
6
Item P-101, Remove and Swage of 5" P401, 11" Base
6,347
9,982.44
3635,441
SY
$4.30
$15,832.39
7
[tern P-101, Re-m-me-and Dispose o , 1 , e 1 Re
Base
2,05
2,841.25
(113.75
SY
$18.00
$2,047.50
8
item P-101, Remove and Salvage of 4" HMAC, 8" Base
9,712
9,821.52
109.52
SY
$3.20
$350.46
9
Item P-101, Remova and Salvage of 4" P-401, 12" P-209
1,232
1,195.99
36.01)
SY
$4.60
($165.65
10
Item P-101, Remove slid Dispose of 6" P501, 8" P-209
2,956
2,640.00
(116.00)
SY
$6.65
$771.40
12
Item P-152, Embankment
106,255
102,135.00
(3120.00)
CY
$7.50
$23,400.00
13
Item P-152, Excavation
145,406
141,601.00
(3804.00)1
CY
S7.00
$26628.00
14
Item P-152, Grading and Subgrade Preparation (One 6" Lift)
14.477
14,044.00
433.00
SY
$2.00
IIIII66100
15
Item P-152, Gmdft and Subgrads Preparation under Runway and TaxhNay
excluding shoulders (Two 6" Lifts)
63,515
61,510.00
1905.00
SY
$3,80
($7,239.00
16
Item P-152 Grading In Unpaved Areas
639,421
620,238.37
19162,63)
SY
50.80
$11,509.68
17
Item P-155, Lima Treated Subgrade, excluding time (6" Thickmess)
72,403
86,050.90
6352.10
SY
$2.30
$14,W9.83
18
Item P-155, Lime used In LTSG (® 6%)
1,2221
563.47
658.63)
Tan
$180.00
$118,535.04)
20
Item P-209, Crushed Aggregate Base Course, 6" Thickness
63,5151
60,725,04
(2739.96)
SY
$13.15
$38,687.97
21
Item P-209, Crushed Aggregate Base Course, VY' Thictness
EIAW
4,445.00
4443.00
SY
$23.25
($103,299.75)
23
Rem P401, Plant Mix Bituminous Pavements (2.2" lifts)
15,230
13,445.29
(1794.71)
TON
MOO
$164,193.32
24
Item P-401, Plant Mix Bituminous Pavements (2-7 lifts)
2.864
2,801.82
62.18
TON
$100.00
$6,218.00
25
Item P-401, Plant Mix Bituminous Pavements (1 1/2" thickness)
35
34.00
1,00)
TON
$160.o0
$1130.00
26
Item P-401, Plant Mix Bituminous Pavements (3% Bonus)
1
0.44
0,56
LS
$50,794.80
($28.507.4
27
ItemCement on a Pavement,Thickness n ing
0hamhesh)
1,488
1,499.OD
11.00
SY
$59,50
$654.50
28
Item P501, Portland Cement Concrete Pavement, 16" Thickness
38,352
37,250.80
(1101.20)1
SY
$59.00
$64,970.60)
29
Item 15401, Portlandam n Pavement, onus IncluaR for
concrete shoulders In AIL 3)
1
1.23
0.23
LS
$141,076.24
$31,847.86
30
Item P-SM, Bituminous Prime Coat, Including herbicidal treatment (0.3 gallay)
21,719
17,764.65
(3934,35)
Gallon
$4.10
(516,130.84
31
Item P520, Remove Existing Runway and Taxiway Painting
47,902
38,108.00
9794.00)
SF
$0.40
$3,917.60
33
Item P-620, Rummy and Taxiway Painting
87,642
49,137.00
(38505.00)
SF
$0.50
$19,252.50
34
Item P521, Saw -cut Grooving
4,725
4,584,00
141,00
SY
$2.90
$408.90
35
Item D-701, Double 24" RCP, (installed In trench, including excavation and
badd(il)
294
285.00
9.00)
LF
$165,00
($1,485.00
36
Item MC, Rock Riprep (including filler fabric)
513
497.61
15.39
CY
$85.00
$1,308.15
37
Item D-705, Perforated urldefdrain system (Including deanouts)
6,797
6,768.24
(381G)l
LF
S33.00
S1,279.08
39
Item T-901, Soil Preparation, Seeding and Fertllizing
157
0.00
157.00
AC
S1,0W.0D
$298,300.00
44
Item , onsNew ML9 Station 20D vAffi FAA SuppliedSemi-Flush,
fixtures
1
0,00
(1.00)
LS
$10,000,00
$10,000.00
45
Item ALS, Provide new reinforced concrete EMT MALS Station
1
2.00
1.00
EA
$6,7D0.00
$6.700.00
48
Item L-108, #1/0 AWG Bare Cu Guard Wire in Trench
5,561
4,042.00
1539.00
LF
$5.00
37,695.00
49
Item L-108, 04 AWG, 600V, RHH-RHW cable In dud
14,767
9,680.00
5087.00
LF
$1A0
$7,121.80
50
Item L-108, 06 AWG Bare Cu Guard Wire in Trench
9,201
10,034.00
833.00
LF
$1,00
$833.00
51
Item L-108, #8 AWG, SWV, RHH-RHW cable In trench
2,643
1,088.00
1555.00
LF
$1.00
31,555.00
52
Item L-108, 08AWG, 5KV L-824C Cable, in trench
8,98a
20,290.00
11322,00
LF
$1.00
$11 322.00
64
Item L-10a, 6" Cebu Trench, Backlifi and Compaction
10,064
9,162.01
901.99
LF
$3.00
$2,705.97
fib
item L-108, Install New #110 AWG, 6MV, RHH-RHW cable
1,298
1298.00
LF
$5.00
SB 490.00
56
Item L-108, Install New #10 AWG, 600V, RHH-RHW cable
2,559
_ 540.00
2019.00
LF
S0-90
31,817.10
57
Item L-108, Install New 1112 AWG, 600V, RHH-RHW cable
328
909.00
581.00
LF
$2.00
$1.162,00
58
Item L-108, Install New #2 AWG, 6GOV, RHH-RHW cable
2,864
5,264.D0
2400.DO
LF
$2.70
$6,480.00
59
Item L-108, Install New #6 AWG, 500V, RHH-RHW cable
1,416
3,360-00
1944.00
LF
$1-80
$3.499.20
60
Item L-108, Install New 12 Pr. 1g ga., Shielded. Gel Filled, REA underground
TELCO cable installed In Wench or dud
1,710 1
2,1%00
440.00
LF
53.20
$1,408.00
62
Item L-108, Trench, BacAN, and Compact 6" wide x 48" deep
721 1
516,00
206.00
LF
S5.00
($11030,00)
63
Rem L-108, Trends, Backlill, and Compact 10" wile x 24" deep
1,646
2.631.00
985.00 I
LF
$5.00
$4,925.00
64
Item L-110, 2" SCH 40 PCV cmndurl in Trench
12,672
16,%ZD0
4190.00
LF
$1.60
$6,704.00
66
Item L-110, 3" SCH 40 PCV conduct in Trench
721
995.00
274.00
LF
S2.D0
S548.00
66
Item L-110. 4' SCH 80 HOPE Conduit Bared under existing paving
454
W5.00
(349.00)
LF
S55.00
$1%195.00
68
Item L-110, New 2 X 2" PVC dud, concrete anrened
220
252.00
32. DO
LF
$32.00
$1,024.00
70
Item L-110, New 4 X 4" PVC duct, concrete encased
594
546.00
48.00
$50.00
$2,400,00
72
Item L-110, New dud marker
31
10,00
21.00
EA
$70.00
31,47MOD
75
Item - Light ass In Compacted Earthder
LED
60
7&D0(2.00)1EA
$900.00
S1,B00.o0
77
Item L-117 SW, New panel for Size 2 Guldanca Sign in place
2
0.00
2.00
EA
$SQ0.00
$1,600.00)
79
Item PLANS, Install New 36" x 24" concrete pull box
4
3.00
1.00)
EA
$3,000.00
(S3,000.00)
91
Item NSS. Remove & Selvage Existing Lighted Signs
16
15.00
1.D0
EA
$200.00
$200.00)
94
Item MC, ES 448, Refined Coal Tar Emulsion without Additives
4,991
10,547.27
5551.27
SY
$2.40
$13,323.05
95
Item MC, Dud Bank Installation (1-12" steel, 1-20" steel, 2-6" PVC)
1,516
1,471.00(45,00)LF
$130.DD
$5,850.DD
ATTACHMENTA
LUBBOCK PRESTON SMITH INTERNATIONAL AIRPORT
RUNWAY 08/26IMPROVEMENTS • PHASE 2
SUMMARY OF CHANGE ORDER NO. 3 IOUANTITY ADIUSTMENTSI
BASE DID
Original
Quantity
Final Quantity
Quantity
Adjustment
Unit
Price
Totai Adjustment
Amount
100
Item MC, Demolition of Existing Atmos Gas Line (including dansdad backfill)
1,767
1,714,00(53.00)1LF
$42.00
$2,226,00)
101
Item MC, Demolition of Exlating Oneok Gas Line (Including denslfiad backfiill)
1,764
1,731,00
53.00
LF
$27.00
($1,431.00)
102
Item MG, Demoiltion of Eyisting me and rala e vault "ure
(Including densified backnf)
1,197
1,097.00
LF
$155.00
$15,500,00
103
Item MC, Demolition of Existing LPBL Dud Bank and Manholes
1.482
1,816.00
LF
$27,00
$9,018.00
104
Item MC, Nonwaven Geotextile Intedayer (including anchors)
41,818
39,446.17
d334.00
SY
$2.35
$5,573.80106
Item MC, Pavement PatchlPothole Repair
100
MOD
SY
$70.00
($7,000.00106
Item MC, OemoBkion of 16-Inch C303 for Waste Retum Line
279
271.00
LF
$27.00
($216.00107
Item MC, Demolition of 6-Inch Sch. 80 PVC Chtonne Line
279
271.00
LF
$22.00
($176.00
198
Item IVIC, 15emolUon of Prich Sch. 80Raw Water and Potassium
Permanganate linen
557
541.00
(lf5.00)j
LF
$22.00
$352.00
109
item MC, 16-Inch C303 for Waste Return Line
279
305.50
29.50
LF
$200.00
$5,9W.00
110
Item MC, 6-Inch Sdh. 80 PVC Chlorine Line
279.O
271.00
8,00)
LF
$47.00
$376.00)
ill
Item MC, 3-Inch Sch, 80 PVC Raw Water and Potassium Permanganate Linea
657
541.00
(16.00)
LF
$42,00
$672.00)
ALTERNATE THREE
A3.2
Rem P-156, Lfine Treated Subgrade, excluding time (5" Thickness)
16,354
16,018.93
345.07
SY
$3.05
($1,052.45
A3-3
Item P-155, Lime used In LTSG (C 6%)
277
100.31
176.69
Ton
$180.DD
$31,804.20
A3-4
Item P-209, Crushed Aggregate Base Course, 6" Thickness
16.364
15,834.67
(529.33)
SY
$13.15
$6,960.59)
A3-5
Item Pa01, Portland Cement Concrete Pavement, T Triic} ness
15,711
15,2%33
(451.67)
SY
$39,00
($17,615.05)
AM
Item P-602, Bkumimus Prime Coat, including herbicidal treatment (0.3 gaVsy)
4,910
4,352.00
558.00)
Gallon
$4,10
$2,287.80)
0.00
ALTERNATE FIVE
m.00
A5-1
Item P-101, Contractor to Salvage and Retain spa Surface Course an
Asphalt Base Material
2,444
7.957.24
5613.24
CY
Lim0
$55,132.40
CHANGE ORDER 2
CO-2
Modifications at 4w1way edge light trench
9,794
5,584.00
12%D0)
LF
$T00
($8,470.00
TOTAL ADJUSTMENT
(S1,D36,2t16.66)
r
DuIIIINCK
TEXAS
November 14, 2011
Mark D. Haberer, P.E.
Parkhill, Smith and Cooper
4222 85" Street
Lubbock, TX 79423
Re: ITB NO. 10-099-DD R/W 08/26 and Taxiway Improvements
Additional Work for Duct Bank Removal and Grates
Dear Mr. Haberer,
DTX —015
Duininck Texas is requesting the following amount for the three items of work requested by the Owner.
Please see the pricing below.
1) Hot Pour Joint Seal at Blast Pad and New Concrete Runway $1.73 LF (Primate Pricing $1.50 LF
x 1.15 = $1.73 LF). The total installed LF is 188 so 188 x $1.73 = $325.24.
2) Duct Bank Removal $18,400 (UCA pricing is $16,000 x 1.15 = $18,400)
3) Grates $13,900 (UCA pricing is $12,000 x 1.15 = $13,800)
UCA breakdown is below. It is copied from the email originally sent for review.
"Revised price deleting manhole removal
Removal of 75' existing duct bank, hauling off debris, backfilling to 95% standard density. (testing by
others) 16,000.00
Installing eight (8) Non -coated grates on existing headwalls. Materials 8 @ $750.00 each = $6,000.00
Labor 8 @ $ 750.00 each = $6,000.00. Total $12,000.00"
4) Silt Fence Removal 5280 LF at $1.00 LF = $5280.00
If there are any questions or concerns please do not hesitate to ask. I can be reached at 817-564-3135 or
email at jeshelburneAduininck.com.
incerely,
n ES
Project Manager
Cc: File
Tony Hermen
4701 North Highway 377
Roanoke, TX 76262
1917) 491-0946
A DIVISION OF DUININCK INCORPORATED