HomeMy WebLinkAboutResolution - 2019-R0015 - Allen Butler Construction - 01_22_2019Resolution No. 2019-R0015
Item No. 8.8
January 22, 2019
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 execute for
and on behalf of the City of Lubbock, Change Order No. 2 to that certain Contract No. 13876 by
and between the City of Lubbock and Allen Butler Construction, Inc., for 98th Street Paving
Improvements from Upland Avenue to Milwaukee Avenue per Bid # 18-13876-TF, and related
documents. Said Change Order No. 2 is attached hereto and incorporated in this resolution as if
fully set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council on January 22, 2019
DANIEL M. POPE, MAYOR
ATTEST:
Re ecca Garza, City S cret ry
APPROVED AS TO CONTENT:
Q
06�5
Q -1)
Jesica Mc achern, Assistant City Manager
APPROVED AS TO FORM:
Amy L/ ims, De City Attorney
RES.ChgOrd#2 Contract -Allen Butler Construction, Inc.
January 3, 2019
Office of Purchasing and Contract Management
Change Order
Contract No: 13876 Contractor: Allen Butler Construction, Inc.
Change Order No: 2 Contract Title: 98" Street Paving Improvements from Upland Avenue
to Milwaukee Avenue
Bid/RFP No: 18-13876-TF Project No: 92434
"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 the 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 project and is an
integral part of the project objective. Adjustments to "Estimated Quantities" to a line time in a Unit Price Contract do not require a Change Order. All
work that alters the nature of the construction 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 (attached additional pages is necessary:
1. Extension of contract a duration of 102 days to allow for seeding during growing season and completion of playa lake
excavation.
2. Reconciliation of completed contract items.
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:
$3,254,803.16
B.
AMOUNT OF THIS CHANGE ORDER: Note: Council approval required if (+/-) $50,000
$ 120,431.10
COST CENTER: 4545 ACCOUNT: 92434.9240.30000
C.
PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A)
3.7%
D.
AMOUNT OF PREVIOUS CHANGE ORDERS:
$ (17,499.59)
E.
TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D)
$ 102,931.51
F.
PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): (25% maximum)
3.16%
G.
NEW CONTRACT AMOUNT (A+E):
$3,357,734.67
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.
PUR-45 (Rev 08/2018)
City of Lubbock
Public Works Contracting Office
RFP: 18-13876•TF
ORIGINAL BID
WCD #1 (CHANGE ORDER #1)
CHANGE ORDER #2
TITLE: 98th Street Paving Improvements - Upland Ave to Milwaukee Ave
DEPT: Public Works Engineering
Cry Unit
Bid Price Total
New Cry Difference Umt
Bid Price New Total
Difference $
% Complete Qty Total
Difference
To Be Completed
BASE BID
1 PREPARING ROW
E (1,727.85)
_$ _
_$
$
$ _
_$
$ 4,118.64
STA
$345.57_ $17,969.84
_
_ 90.38% 47 $ 16.241.79
_100.00% 89 $_ 1,410.65
100.00% 112 $ 1,408.96
100.00% 2,933 $ 20.706.98
100.00% 3 $ 336.W
100.00% 3 $ 18,946.86
104.71% 46,199 $ 91,474.28
2 REMOVING CONC (RIPRAP)
3 REMOVING CONC (SIDEWALKS)
_52
89 SY
112 SY
_
$15.85 $1,410.65
$12.58 $1,408.96
_
_
_
_
_
$1.124.64
4 REMOVING STAB BASE & ASPH PAV (12")
2,933 SY
$7.06 $20,706.98
5 REMOVING SM RD SN SUPBAM
3 EA
$11220 $336.60
6 ABANDON AND CAP EXISTING WELLS _
7 EXCAVATION (ROADWAY AND CHANNEL)
3 EA
$6,315.62 $18,94686
_
43,551 CY
_
$1.98 $86,230.98
44.119 568 CY
$1.98 $87.355.62
9 OVER EXCAVATION
10 EMBANKMENT(FINALHOENS CONT)(TY A)
_. 11 6" FLEX BASE _
_ 12 4" TYPE B HMAC
13 2" TYPE C HMAC _ - -
14 4" CONCRETE RIPRAP
15 5" CONCRETE CHANNEL (14' curbed channel & slope protection)
1i GABION MATTRESS (8")
17 CONCRETE CURB AND GUTTER
18 SAWTOOTHCURBAND GUTTER
_ 19 CONCRETE INTERSECTIONS
20 CONCRETE ALLEYS
_ 21 4" CONCRETE SIDEWALK
22 CURB RAMPS
23 WOOD FENCE
_ 136.8D% 1,368 $ - 8,591.04
_ 95.38% 31,309 $ 66,061.99
97.819A 31,419 $ 376,398.41
109.20% 33,912 $ 413,723.56
102.39% 28.453 $ 342,574.09
87.80% 104 $ 38,598.25
109.15% 1,134 $ 304,210.98
77.69% 30 $ 12,749.03
96.45% 2,553 $ 48,124.05
_737.60% 172 $ 3.171.68
_ 98.56% 478 $ 28,694.34
100.00% 263 $ 15,845.75
103.73% 1.867 $ 72,932.83
46.67% 42 $ 3.555.30
416.67% 25 $ 3,761.25
E 2,311.04_
$ L31198.76)
_$ (8,411.17)
$ 34,840.36
$ 8,006.57
$ (5,365.01)
$ 25,509.62
$ (3.660.61)
S (1,771.90)
$ 866.68
$ (420.21)
$
$ _2,624.83
$ (4.063.20)
$ 2,858.55
_$ -
$
$
$
$
$ (9,091.95)
1.000 CY
27,249 CY
$66228 _ $6,280.00
$2.11 $57,495.39
_
$11,765.36
32,825 5,576 CY_
32,121 -182 SY
31.056 -183 SY
27.788 -183 SY
1,039 32 CY
39 -5 CY
2,647 -129 LF
125 10 LF
485 -306 SY
1.800 -34 SY
90 -14 SY
$2.11 $69,260.75
$11.98 $384,809.58
_$12.20 $378,883.20
$12=04 $334,567.52
$268.24 $278,701.36
$420.76 $16,409.64
_ $18.85 $49,895.95
$18.44 $2,305.00
_$60.03 $29,1_14,55
32,303 SY
$11.98 $386,989.94
$12.20 $381.115.80
_ _ $12,04 $336 770.84
$372.57 $43,96326
_ $268.24 $270,117.68
$420.76 $18,513.44
$18.85 $52,327.60
$18.44 $2,489.40
$60.03_ $47,483.73
$60.25 $15,845.75
($2,180.38)
31,239 SY
($2,232.60)
27,971 SY
"ll _CY
1,007 CY_
44 CY
2,776 LF
135 LF
($2203.32)
$8,583.68
($2,103�
($2,431.65)
_
_
($184.40J
($18.369.18
($1,328.04�
($1,485.10)
($79,599.00)
_
_ -
791 SY
263 SY
1.834 SY
$39.06 $71.636.04
$54.65 $6,803.60
$39.06 $70,308.00_
104 SY
$84.65 $7,618.50
6 LF
270 LF
$150.45 $902.70
_
_ 24 CONC BOX CULV (3 FT X 3_FT) (EQUALIZER)
25 CONC BOX CULV (4 FT X 4 FT) (QUINCY)
26 CONC BOX CULV (5 FTX2 FT) (ROCHESTER)
_ $209.80 $56.646.00
_$265.33 $122.051.80
E370.75 E73,408.50
$8,250.96 $49,505.76
_$5,110,05 $40,880.40
$5,796.87 $34.781.22
$1.47 $25.358.97
160 -300 LF
-_
$265.33 $42,452.80
_ -
100.00% 270 $ 56,646.00
_
_
460 LF
198 LF
_ _ 6 _EA
8 EA_-
- -6 _EA
17,251 SY
_
100.00% 160 $_42.452.80
100.00% 198 $ 73,408.50
100.00% 6 $ 49.505_76
100.00% 8 $ 40,880.40
100.00% 6 $ 34,781.22
64.15% 11,066 $ 16,267.02
27 S_ET (T/ I) (S= 3 FT) (HW=4 FT) (6:1) (CROSS) _
28 SET (TY 1) (S= 4 FT) (HW=6 FT) (3:1) (PARALLEL)
29 SET (TY p (S= 5 FT) (HW=4 FT) (3:1) (PARALLEL) -
30 TOPSOIL (4")
32 DRILL SEEDING (TEMP)(WARM)
34.135 SY
$0.21 $7,168.35
_
_
_ _
_ 34.2_4% 11,687 $ 2,454.27
_ 0.00% 0 $
0.00% 0 $
$ (4,714.08)
$
_ 33 SOIL RETENTION BLANKETS (CL1) (TY D) (Slope protection outside of co
34 ROCK FILTER DAMS (INSTALL) (TY 2) _
35 ROCK FILTER DAMS (REMOVE)
6,620 SY
450 LF
$1.46 $9,665.20
$30.19 $13,565.50
_ _
$ (13,585.50)
450 LF
_
$6.24 $2,808.00
_
0.00% 0 $
$ (2,808.00)
_
38 TEMP SEDMT CONT FENCE (INSTALL)
4,930 LF
��$2.61 $12.867.30
_
96.13% 4,739 $ 12,368.79
$ (498.51)
42 IN SM RD SN SUP&
43 IN SM RD SIN SUP&
44 CONDT (PVC) (SCH
45 GROUND BOX TY 2
46 REFL PAV MRK TY 1
47 REFL PAV MRK TY 1
48 RE PM W/RET I
49 RE PM W/RET REQ
50 RE PM W/RET REQ
_ 54 PREFAB PAV MRK TY B (YK24")(SLD)
55 REFL PAV MRKR TY I-C
_ 56 REFL PAV MRKR TY II -A -A
u TRAFFIC BUTTON TY W
58 INSTL RDSD FLSH BCN ASSM (SOLAR PWRD)
Sill 16' C-900 DR-18 PVC WATER PIPE _
60 12" C-900 DR-18 PVC WATER PIPE
_ 61 Ur C-900 OR-18 PVC WATER PIPE
62 W C-900 DR-18 PVC WATER PIPE
_ 63 6" C-900 DR-18 PVC WATER PIPE
_ 64 16" GATE VALVE AND VAULT
65 12" GATE VALVE AND VAULT
66 10" GATE VALVE AND VAULT
_ 67 8" GATE VALVE AND VAULT
68 6" GATE VALVE AND VAULT
_ 69 DUCTILE IRON FITTINGS
70 CONNECTION TO EXISTING WATERLINE _
71 FIRE HYDRANT ASSEMBLY
72 TRENCH SAFETY _
73 REMOVAL OF EXIST WATERLINE
74 TRAFFIC CONTROL
75 MOBILIZATION _-
CHANGE ORDER #1 - NEW ITEMS
C01-1 PREFAB PAV MRK TY B (W) WORD
COI-2 PARALLEL WING HEADWALL
C01-3 SU13GRADE (IMPORT)
SUBTOTAL TOTAL BASE ITEMS
A7-1 5" CONCRETE CHANNEL (Remaining slope protection)
A1-2 SOIL RETENTION BLANKETS (CL 1) (TY D)(Deduct it concrete
SUBTOTAL ALTERNATE ITEMS A11-1 and A11-2
acu.cu
a.,000.ou
13
EA
$706.87
$9,189.31
17
4 EA
$706.87
$12,016.79
$2,827.48
94.09%
16 $
11,306.92
$
(709.87)
_
_ 1
EA
$729.31
$729.31
_ 100.00%
1 $
729.31
$
966
LF
$19.64
$18.972.24
585
-381 LF
$19.64
$11,489.40
($7,482.84)
139.15%
814 $
15,986,96
$
4.497.56
16
EA
$5,049.09
$80.785.44
14
-2 FJ1
$5,049.09
$70,687.26
($10.098.18)
100.00%
14 $
70,687.26
$_
_
2,062
LF
$2.13
_$4,392.06
2.154
92 LF
$2.13
$4,588.02
$195.96
90.34%
1,946 $
4,144.98
$
(443.04)
753
LF
$5.61
$4,224.33
609
56 LF
$5.61
$4,538.49
$314.16
73.05%
591 $
3,315.51
$
(1,222.98)
_
40
LF
$1.07
$42.80
_
0.00%
0 $
_
$
(42.80),
7,378
LF
$1.07
$7,894,46
7.389
11 LF
$1,07
$7,906.23
$11.77
103.80%
7.670 $
8,206.90
$
300.67
_
780
LF
1 $1.07
$834.60
760
-20 LF
$1.07
$813.20
($21.40)
_ 92.11%
700 $
749.00
$
(64.20)
,
10,404
LF
$1.07
$11,132.28
10.714
310 LF
T1.07
$11.4B3.98
$331.70
_ _ 101.Y5%
10.848 $
11,607.36
$
143.38
331
LF
$44.88
$14.855.28
300
-31 LF
$44.88
$13.464.00
($1,391.28)
131.19%
394 $
17,663.88
S
4,199_88
12
EA
$751.75
$9.021.00
13
1 EA
S7511.75
$9.772.75
$751.75
100,00%
13 $
9,772.75
$
_
106
LF
$44.88
$4.767.28
163.21%
173 $
7.764.24
$
3,006.96
99
EA
$3.37
$333.63
214
115 EA
$3.37
$721.18
$387.55
42.061Y.
90 $
303.30
$
_ (417.88)
_-
440
EA
$3.37
$1,482.80
94.55%
416 $
1,401.92
$
(80.88)
_
22
EA
$3.37
$74.14
63.64%
14 $
47.18
$
_(26.96)
1
EA
$2,580.64
$2,580.64
100.00%
1 $
2,580.64
$
_
35
LF
$100A2
$3514.70
285.71%
100 $
10,042.00
$
6.527.30
2.553
LF
$63.82
$162.932.46
2,896
343 LF
_ $63.82
$184,8_22.72
$21.890.26
108.63%
3.146 $
200,777.72
$
15,95500
64
LF
$52.17
$3.338.88
171.88%
110 $
5,738.70-_
_2.399.82
-
211
LF
_$45.44
$9.587.84
_
87.68%
185 $
8,406.40_
-17,140.90
$
(1,181.44)
527
LF
_ $36.47
$19,219.69
_
89.18%
470 $
$
-6
(2,078.79)
- -
-
1
EA
$13,671.81
$13,671.81
100.00%
1 $
13,671.81
-
3
EA
$11,"4.61
4
1 EA
$3.814.87
$15.259.48
$3,814.87
125.00%
5 $
19,074.35
S
M$4.97
1
EA
_$3,814.87
$2,861.15
$2,861.15
_
100.00%
1 $
2r861.15
1
-
2
EA
$2,019.64_
$4,039.28
100.00%
2 $
4.039.28
t
-
4_
EL
$1,683.03
$6,732.12
_
175.00%
7 $
11,781.21
9
8.048.09
3
TON
-
$5.385.69
--
$16,157.07
4
0.5 TO
$5.385.69 _
$18.849.92_
$2,692.85
102.26%
4 $
19,275.38
_$
425.47
-
9
EA
$336.61
S3,029.49
11
2 EA
$336.61
$3,702.71 -
$673.22
- --�
81.82%
9 $ _
_3,029.48
S
(673.2-3)
2
EA -
$4,712.48___
S9,424.96
--
100.00%
2 $
_9,424.96
$
3,390
EA
$2,24
S7,593.60
3,733
343 LF
S2.24
_
$8,361.92
$768.32
73.88%
2,758 $
6,177.92
$ _
(2.184.00)
2,513
LF
$5.61
S14,097.93
2.813
300 LF
S5.61
$15,780,93
$1,683.00
96.45%
2.713 $
15,219.93
S
(561.00,
10
MO
$2,924.69
S29,246.90
100.00%
10 S
29,246.90
$_
-
1
_ LS...
$54,530.14
$54,530.14
�,.>
-;.,, _.
__..
_.
90.00%
1 $
49,07714
_
$5,453.00
1
1 EA
$525-1X1
$525.00
$525-00
100.00%
1 $
525.00
$
-
0
EA
4780
4.780 CY
$11.50
$54,970.00
$54,970.00
100.00%
4.780 $
54,970.00
$
$2,955,210.36
$ (17,499.59)
$
52,831.32
S 82,683.11
CY _
$336.15
_
121.86%
1,121 $
376,857.78
$
67,599.78
_920
6,620
SY
(S1.46)
_$30_9.258.00
($9.665.20)
$299,592.80
SUBTOTAL ALTERNATE ITEMS
$
SUBTOTAL ALTERNATE ITEMS
$
67,599.78
TOTAL COO
S (17.499.59)
TOTAL CO#2
$
120,431-10
$3,254,803.16
COO CONTRACT VALUE
$3,237.303.58
CO#2 CONTRACT VALUE
$3,357,734.67