Ordinance No. 13,350ORDINANCE NO. 13,350
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS,
AUTHORIZING CHANGE ORDER NOS. 1 AND 2 WITH ANGEL BROTHERS
ENTERPRISES, LTD, FOR THE SAN JACINTO BLVD PHASE 1 PROJECT, IN THE
AMOUNT OF ONE MILLION NINE HUNDRED FORTY -SIX THOUSAND THREE
HUNDRED FIFTY -EIGHT AND 85/100 DOLLARS ($1,946,358.85); AND PROVIDING
FOR THE EFFECTIVE DATE THEREOF.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS:
Section 1: That the City Council does hereby authorize Change Order No. 1 with Angel Brothers
Enterprises, LTD, for the San Jacinto Blvd Phase 1 Project, in the amount of FOUR HUNDRED NINETY
THOUSAND EIGHT HUNDRED FIFTY -THREE AND 951100 DOLLARS ($490,853.95). A copy of said
change order is attached hereto, marked Exhibit "A" and made a part hereof for all intents and purposes.
Section 2: That the City Council does hereby authorize Change Order No. 2 with Angel Brothers
Enterprises, LTD, for the San Jacinto Blvd Phase 1 Project, in the amount of ONE MILLION FOUR
HUNDRED FIFTY -FIVE THOUSAND FIVE HUNDRED FOUR AND 90/100 DOLLARS ($1,455,504.90).
A copy of said change order is attached hereto, marked Exhibit `B" and made a part hereof for all intents and
purposes.
Section 3: This ordinance shall take effect immediately from and after its passage by the City
Council of the City of Baytown. X7
INTRODUCED, READ and PASSED by the affirmative vote ofe City Council of the City of
Baytown this the 10'h day of November, 2016.
ATTEST:
LETICIA BRYSCH, Cit Clerk
APPROVED AS TO FORM:
f
ACIO RAMIREZ, SR., City ttorney
�� Pte•. pCmC C6Crt OPC C (fi �.j
6 V7
y 4p`
Mayor
%x obfs0IV ega1\K aren\FileeCity Council %Ordinances\2016' -.November l0' ChangeOrderNosI& 24SanJacintoBlvdPhaselProject .doc
"EXHIBIT A"
CITY OF BAYTOWN
Change Order No.1
BAYTOWN San Jacinto Blvd. Phase 1
�S 10/28/2016
PO -1 1501285
Brief Description of Changes:
[Expansion of ponds due to MCI CD eonunents (flirt work and revised outfdll structure,), revised I ICFCD cross Cuylert
due to I-ICFCD conunentG, increase in storm for Salt C,ra„ to the north (due to Change, from Salt C,ra„ deu Clopment).
adlu,lmrnls of storm at I lust Road for 13111% de,ihn (due to milu,ion of 1 lust Road to the I a,t m the I
c )II ,lrucl it) n)
Add or Delete Items:
Item
Description
Unill
Quantity
Unit Price
Total
1
(Bid Item 8) Excavating; and Backfilling
CY
14367
$ 16.00
S 229,872.00
2
(Bid Item 9) Borrow
CY
-4181
$ 1.00
$ (4,181.00)
3
(Bid Item 12) Seeding
SY
3598
$ 1.40
S 5,037.20
4
(Bid Item 24) Trench Safety System (From 10' to 15)
LF
301
$ 1.00
$ 301.00
5
(Bid Item 28) Reinforced Concrete Pipe (Class III) (18in)
LF
55
$ 55.00
S 3,025.00
6
(Bid Item 29) Reinforced Concrete Pipe (Class 111) (24in)
LF
-255
$ 63.00
$ (16,065.00)
7
(Bid Item 30) Reinforced Concrete Pipe (Class III) (30in)
IT
599
$ 95.00
S 56,905.00
8
(Bid Item 80) Standard Manhole (Storm) (From 5' to 10)
EA
-1
$ 2,700.00
$ (2,700.00)
9
(Bid Item 84) Junction Box (5'x4')
EA
-1
$ 3,000.00
.,5' (3,000.00)
10
(Bid Item 8 }) Junction Box (6'x4')
EA
1
$ 3,900.00
$ 3,900.00
11
(Bid Item 88) Junction Box (18'x4) (Outfall Structure)
EA
-2
$ 17,500.00
S (35,000.00)
12
(Bid Item 96) Precast Rein. Conc. Box Sewer% (4'x3')
LF
-575
$ 200.00
S (115,000.00)
13
(Bid Item 97) Precast Rein Conc. Box Sewers (5'x3')
LF
757
$ 250.00
$ 189,250.00
14
(Bid Item 100) Precast Rein. Conc. Box Sewers (6'x4')
LF
-1120
$ 305.00
$ (341,600.00)
15
(Bid Item 101) Precast Rein. Conc. Box Sewers (6'x5)
LF
1 -140
$ 343.00
$ (48,020.00)
16
(Bid Item 104) Reinforced Concrete Slope Paving
SY
7
$ 66.00
$ 462.00
17
(Bid Item 116) Concrete Sidewalks (5' Width)
SY
-160
$ 55.00
$ (8,800.00)
18
jBid Item (117) Concrete Sidewalks (10' Width)
SY
315
$ 55.00
S 17,325.00
19
(Bid Item 125) Four Strand Barbed Wire Fence
LF
1490
$ 6.20
S 9,238.00
20
(Bid Item 143) Reinforced Filter Fabric Barrier
LF
1225
$ 1.75
S 2,143.75
21
(Bid Item 148) Trench Safety System
LF
-39
$ 1.00
$ (39.00)
22
(Bid Item 149) Excavating and Backfilling
CY
386
$ 7.00
$ 2,702.00
23
(Bid Item 13) Riprap and Granular Fill (Grad. No. 1)
CY
32
$ 141.00
$ 4,512.00
24
(Bid Item 154) Corrugated ,\Metal Pipe (36in)
LF
-1072
$ 85.00
$ (91,120.00)
25
(Bid Item 155) Topsoil (3in)
SY
890
$ 3.00
$ 2,670.00
26
(Bid Item 156) Turf Establishment (Flydro,ceding with ,Mulch)
SY
890
$ 0.40
S 356.00
27
Junction Box (1';'x4') (Outfall Structure)
EA
2
$ 15,600.00
S 31,200.00
28
Precast Rein. Conc. Box Sewers (8'x5')
LF
980
$ 475.00
S 465,500.00
29
Conc. Channel Lining and Conc. Interceptor Strc. (Overflow
Concrete Lined Swale)
SY
872
$ 80.00
$ 69,760.00
30
Corrugated Metal Pipe (30in)
I F
915
$ 68.00
$ 62,220.00
Total 5 490,853.93
Contract Price
Change Orders
Contract Price
Original Contract Duration - Calendar Days
547
Previous Time Extensions
0
This Change Order
30
xevisea Contract Duration - Calendar Days
Contractor Date Engineering Director Date
Consultant Date City Manager Date
577
Exhibit "B"
CITY OF BAYTOWN
Change Order No. 2
N'TOWN San Jacinto Bled - Phase 1
�r PO #7604797
November 1, 2016
Brief Description of Chances:
Change order to San Jacinto Blvd. Phase I - provides the construction of approximately 1.250 L.F. of Hunt Road to connect
from the proposed Hunt Road stubout on the cast side of the San Jacinto Blvd. traffic round about to the existing end of I hint
Road on the west side of the Academy Sports & Outdoor store. Work %rill include clearing and grubbing, potable water and
sanitary sewer line construction, electrical duct bank construction, communication conduit, roadnay illumination, concrete
paving and landscaping. The items listed provide for the work to construct this section of I lunt Road including the
appurtenances and miscellaneous items needed for the project extension as detailed in and in accordance %%ith the Hutchison K
Associates Drawings No. 3081, containing 46 sheets and following the Kimley -Horn project specifications for the San Jacinto
Blvd. construction. This change order includes a contract time extension of (90) calendar days.
Add or Delete Items:
Item
Description
Unit
Quantity
Unit Price
Total
I
CLLARING S GRUBBING
S11%
12.50
S 3.900.00
S 48,750,00
6
ROADWAY L•XCAVATION
CY
I'mm
$4.00
S 4.1100 00
12
IBI RNIUDA SLLDING
SY
2.400
S 1.40
S 3.36000
13
HYDRO- IIULCII SEEDING
AC
2
S 1,550.00
S 3,1110,00
14
8" LIME S FAl3ILIZED SUBGRADL
SY
8.706
S 2.25
S 19.588 50
15
LISIF (404: Sly
TON
175
S 174.00
S 30,45000
21
CONCRLrE PAV17N'IEN1 (CLASS 13) (9 INCI 1)
SY
8,437
S 56.00
S 472,472 00
23
TRI•NCII SAri`I l' SYSTI•N1(5 Fr 10 10 FT)
LI
800
S 1.00
S 80(1(10
24
rRLNCI I sm+ I Y 3YS'n -m (l o Fr 10 15 FI )
LF
100
S 1.00
S 100 00
28
REINFORCED CONCRFI l• PIPE (CL 111) (I8 N)
LF
600
S 55.00
S 33.0(1(100
29
REINFORCED C'ONCRF I P PIPF (CI 111) (24 IN)
1-1
736
1 S 63.00
S 46,368.00
30
RLINI.ORCED C'ONCRLI P PIPE (CI III) (30 1N)
LF
104
S 95.00
S 9,88000
32
REINFORCED CONCRFIT PIPE (CI 111) (36 IN)
LF
280
S 115.00
S 32.200 (10
48
PVC PIPE 6 INCI I C -900 (DR -14) (0 C)
LF
60
S 25.00
S 1,50000
49
PVC PIPE 8 INCI I (SDR -26) (O C)
IF
1.150
S 54.00
S 62.100 00
53
PVC PIPE 12 INCI I C -900 (DR -14) (0 C)
Lr
1.340
S 35.00
S 46,90000
62
CONNECT TO FX 12 NCI I \ \'ATLRI INI
LA
2
S 500.00
S 1.11011(10
74
12" GATE VALVL
LA
2
S 2.30000
S 4.60000
75
FIRI• I IN'DRANI
EA
4
S 4.40000
S 17,600 00
77
DUC TIT E IRON FITTINGS
ION
1.25
S 3,80000
S 4.75000
80
STANDARD ,IIANI101 F (SI OR \I) (5 FO to ri)
E:\
4
S 2.70000
S lo.s )0 o0
81
STANDARD MANI10L1- (SAN) (48 IN DIA)
EA
7
S 3,70000
S 25.1)(1000
92
1 IN[ 17T (5 FT)
E:\
8
S 2.30000
S 18,400 00
94
VACUUM I LS I I OR WAS 1 F\VATER MANI IOLES
LA
8
S 7500
S 600.00
95
CCTV INSPECI ION OF AS- IIUII -I- WASTEWATER
sN'S mms
L F
1.8011
1 S 300
S 5.4000
115
CONCRL -'171; CURB (MOUN I A131.1•) (6 IN)
LF
4.728
S 250
S 11,820-00
116
CONCRETE SIDF-WALK (5 Fr \ \'IDI11)
SY
648
1 S 55001
S 35.64000
117
CONCRETE SIDEWALK (10 FT WIDTH)
SY
1,302
S 55.00
S 71,610.00
119
ADA CURB RAMPS (TXDOT TY 7) (5 FT WIDTH)
SY
28
S 150.00
S 4,200.00
120
ADA CURB RAMPS (TXDOT TY 7) (5 FT WIDTH)
SY
72
S 150.00
S 10,800.00
121
CONCRETE DRIVEWAYS (6 ")
SY
452
S 60.00
S 27,120.00
122
MONOLITHIC MEDIAN NOSES
EA
5
S 500.00
S 2,500.00
123
STAMPED CONCRETE
SY
47
S 130.00
S 6,110.00
124
REM & DISP EXIST. FENCING & GATES
LF
240
S 2.00
S 480.00
126
VIDEO RECORDING CONSTRUCTION
IS
1
S 500.00
S 500.00
128
ALUMINUM SIGNS
EA
4
S 500.00
$ 2,000.00
130
REFL PVMT MRK TYPE 1(W) DSH 4 INCH (100 MIL)
LF
780
S 0.70
S 546.00
132
REFL PVMT MRK TYPE 1(W) SLD 8 INCH (100 MIL)
LF
462
S I.40
S 646.80
136
REFL PVMT MRK TYPE I (W) ARROW (100 MIL)
EA
4
S 130.00
S 520.00
137
REFL PVMT MRK TYPE 1(W) WORD (100 MIL)
EA
4
S 155.00
• S 620.00
139
PAVEMENT MARKER TYPE II-C -R
EA
56
S 5.80
S 324.80
142
NOTICE OF INTENT (N01)
EA
I
S 500.00
S 500.00
143
REINFORCED FILTER FABRIC BARRIER
LF
2,500
S 1.75
S 4,375.00
144
INLET PROTECTION BARRIER
EA
6
S 150.00
$ 900.00
145
STABILIZED CONSTRUCTION ACCESS
SY
200
S 25.00
$ 5,000.00
146
SWPPP INSPECTION & MAINTENANCE
MO
6
S 1,500.00
S 91000.00
157
DRILL SHAFT (RDWY ILL POLE) (30 IN)
LF
40
S 250.00
S 10,000.00
158
IN RD IL (TY SA) 40T-8 (250W EQ) LED
EA
5
S 3,700.00
S 18,500.00
160
CONDUIT (PVC) (SCH 40) (2 INCH)
LF
1,400
S 5.50
S 7,700.00
166
ELEC CONDR (NO. 6) BARE
LF
1,400
S 1.60
S 2,240.00
167
ELEC COMDR (NO. 6) INSULATED
LF
2,800
S 1.70
$ 4,760.00
174
GROUND BOX TY A (122311) W/ APRON
EA
2
S 925.00
S 1,850.00
177
TREE (LIVE OAK - 3 INCH CALIPER)
EA
11
S 670.00
S 7,370.00
178
SMALL ORNAMENTAL GRASS (I GAL)
EA
200
S 12.00
$ 2,400.00
179
LARGE ORNAMENTAL GRASS (3 GAL)
EA
345
S 26.00
S 8,970.00
180
EVERGREEN SHRUB (5 GAL)
EA
38
S 41.00
S 1,558.00
182
MULCH (3 INCH)
CY
10
$ 72.00
S 720.00
183
PLANTING SOIL MIX (12 INCH)
CY
10
S 77.00
S 770.00
185
RIVER ROCK (4 INCH DEPTH)
SF
1,514
S 2.20
S 3,330.80
193
9-6" CONDUIT (CONCRETE ENCASED)
LF
696
S 173.00
S 120,408.00
199 ICENTERPOINT
SMALL 4 -WAY MANHOLE
EA
1
$ 24,200.00
S 24,200.00
201
6" PVC SCH BO COMM CONDUIT
LF
1,606
S 22.00
S 35,332.00
BHA -I
DEMO & REPLACE EXISTING SIDEWALK NEAR
BURLINGTON COAT FACTORY
SY
98
S 100.00
$ 9,800.00
BHA -2
DEMO & REPLACE EXISTING SIDEWALK NEAR
BURLINGTON COAT FACTORY
SY
69
S 75.00
S 5,175.00
BHA -3
DEMO EXISTING FIRE HYDRANT & REINSTALL
EA
I
S 2,000.00
S 2,000.00
BHA-4
SAW CUT, REMOVE & REPLACE EXISTING
DETENTION EXTREME EVENT CHANNEL
SY
25
S 200.00
S 5,000.00
BHA -5
SAW CUT END OF EXISTING CONCRETE PAVING
LF
96
S 15.00
S 1,440.00
BHA -6
DOWEL INTO EXISTING PAVING (3/4- C 12 C{')
EA
48
$ 10.00
S 480.00
BHA -7
CONNECTO TO EXISTING MANHOLE C ACADEMY
LS
l
$ 1,500.00
S 1,500.00
BHA -8
INLETS TYPE 'A'
EA
8
$ 2,500.00
S 20,000.00
BHA -9
CCTV INSPECTION OF AS -BUILT STORM SEWER
SYSTEMS
LS
1
S 6,000.00
S 6,000.00
BHA -10
HYDOSTATIC TESTING & DISINFECTION
LS
I
S 1,000.00
$ 11000.00
BHA -I I
TYPE COONVERT KH EXISTING MH TO EXTERNAL DROP
EA
I
$ 2,500.00
S 2,500.00
BHA-12
SANITARY SEWER MANHOLE ON EXISTING LINE
EA
1
S 3,750.00
S 3,750.00
BHA -13 ITREE
(CREPE MYRTLES)
EA
12
S 500.00
S 6,000.00
BHA -14
TREE (SOUTHERN LIVE OAK)
EA
7
S 700.00
S 4,900.00
BHA -15
IRRIGATION
LS
I
S 10,000.00
S 10,000.00
BHA- 16
STEEL PIPE CASING 12 INCH
LF
174
S 95.00
S 16,530.00
BHA -17
CONNECT TO EXISTING PULL BOXES
EA
2
S 150.00
S 300.00
BHA -18
BLOCK SOD BEHIND CURB
SY
788
S 5.00
S 3,940.00
BHA -19
CEMENT STABILIZED SAND, MISC.
TON
50
S 125.00
S 6,250.00
Total
$
1,455,504.90
Contract SummaOG
Original
Revised
1 Original Contract Price
$ 15,160,363.45
$
15,160,363.45
2 Owner Contingency (roundabout 450,000 & Owner-
75,000)
$ 525,000.00
* Previous Contingency requests
$
_
* This contingency request
$
525,000.00
Remaining Contingency
$
_
3 Change Orders
* Previous Change Orders
$
490,853.95
* This change order
$
1,455,504.90
4 Revised Contract Price
$ 15,685,363.45
$
17,631,72230
Original Contract Duration 547
Previous Extensions 30
This Change Order 90
Revised Duration - Calendar Days 667
Mgel Br— Data Eaglneeziag Director Date
pmleg -Hom Date
u & Aseodatas Date
C1ty Manager Date