R-2014-1367 - 4/24/2014RESOLUTION NO. R-2014-1367
WHEREAS, the City of Round Rock has duly advertised for bids for the Southwest
Downtown District Infrastructure Improvements - Phase 5 Project, and
WHEREAS, the Council has determined that all bids received should be rejected, Now
Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That all bids received for the Southwest Downtown District Infrastructure Improvements -
Phase 5 Project are hereby rejected.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 24th day of April, 2014.
ALAN MCGRAW, Mayor
City of Round Rock, Texas
ATTEST:
SARA L. WHITE, City Clerk
0112.1304.00296655
BID TABULATION
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THE CITY OF ROUND ROCK
Infrastructure Development and Construction Management
2008 Enterprise Dr. BY: Page
Round Rock, Texas. 78664 DATE: 4/2/2014
(512) 218-5555
Chasco Constructors -
Charles J. Glace, Jr.
2801 E. Old Settlers Blvd.
78665
512-244-0600
mail@chasco.com
Statement of Safety? Y
Addendum(s) Y
Bid Bond? Y
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H.H. Dickehut, III
18607 Heatherwilde Blvd
78660
512-251-7872
ace@ccctex.com
Statement of Safety? Y
Addendum(s) Y
Bid Bond? Y
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CONTRACT : Southwest Downtown District Infrastructure Improvements -
Phase 5
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ITEM DESCRIPTION
Total Mobilization Payment (distributed per Spec. Item No.
700)
Contractor management of activities associated with and
Contractor's full compliance with Texas Commission on
Environmental Quality Regulations and Programs specifically
including, but not limited to, Storm Water Pollution Prevention
Plan, Water Pollution Abatement Plan and Sewage Collection
System Plan requirements. (These project documents are
hereby made part of the Contract). Contractor documentation
of compliance is also included as a deliverable for this task
Type A Survey Identification Marker with adjustable Valve
Box, Locations as directed by City Project Manager
8' Swing Gate Panel for 6' Tall Chain Link Fence , including
installation, at Lee's Body Shop
Man Gate, 6' Tall Chain Link Fence, including installation,
Lee's Body Shop or as needed
8' Swing Gate Panel for 4' Tall Chain Link Fence , including
installation, at 2 -Private Residences along McNeil Road
Man Gate, 4' Tall Chain Link Fence, including installation,
Private Residences along McNeil Rd. or as needed
Man Gate, 6' Tall Wood Fence, including installation, Private
Residence along Blair St or as needed
Bollard (4" O.D., Sched. 40 Steel Pipe/A36 Steel), Bolt Down,
Powder Coated, including installation (Instersection of Blair,
McNeil and Florence St.)
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ITEM DESCRIPTION
Street Excavation, Plan Quantity (Method B), Properly
Disposed Offsite
Embankment, Plan Quantity (Method B), Properly Disposed
Offsite
Remove P.C. Concrete Curb and Gutter and Properly
Dispose Offsite
Remove P.C. Concrete Sidewalks and Driveways, and other
Miscelleaneous Concrete Appurtenances and Properly
Dispose Offsite
Remove Trees and Properly Dispose Offsite
Remove Existing Ornamental Street Lights, along with wiring
and base, refer to City for disposal
Remove Existing TxDOT Cobra Head Type Fixtures, along
with wiring and base, refer to City for disposal
Remove and Relocate existing wood business sign, place
within business' property, coordinate with Owner (Texas
Spanish Academy) to minimize Owner disruption
Remove and Relocate Exisiting Mailboxes, coordinate
Temporary and Final Locations with each Owner
Subgrade Preparation - 6" Scarified Moisture Conditioned
then Recompacted Subgrade Materials
Asphalt Stabilized Base: Hot Mix Asphaltic Concrete Base
(10.5" Thick), TxDOT Item 340, Type B (Black Base) (Method
A) under, and 1.5 feet behind, roadway curbs
Hot Mix Asphaltic Concrete Pavement, Type D (Method A; 2 -
inch)
P.C. Reinforced Concrete Curb and Gutter
P.C. Reinforced Concrete Mountable Curb and Gutter
P.C. Reinforced Concrete Valley Gutter
P.C. Reinforced Concrete Driveway
Concrete Paver Units for Sidewalk (Paver Section): Sidewalk
Unit (2-3/8" thick) with 1" Sand, 6" min. 2 sack Cement
Stabilized Crushed Limestone Flexible Base, and 6" Re -
Compacted Moisture Conditioned Subgrade
Concrete Paver Units for Sidewalk Curb Ramps with 1" Sand,
6" Cement Stabilized Crushed Limestone Flexible Base, and
6" Re -Compacted Mositure Conditioned Subgrade, including
constrasting detectable warning unit pavers
Portland Cement Reinforced Concrete Sidewalks to 4 -Inch
Thickness, (as needed to match existing sidewalk on-site for
each address at ROW)
P.C. Reinforced Concrete Retainer Curb, Type A, Including
Tree Wells
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ITEM DESCRIPTION
12" Retainer Curb with Mortared Rock Limestone Block
(6"x6"x up to 24") Wall, with mortared joints up to 3 -feet tall,
including foundation, (measured square feet of face of block)
complete in place per square foot
Turndown Mortared Rock Limestone Block (6"x6"x up to 24")
Wall, with mortared joints up to 3 -feet tall, including
foundation, (measured square feet of face of block) complete
in place per square foot
Installation of Tree Well with Tree Grate per Detail
Portland Cement Reinforced Concrete, 5'x5' landing with
,steps and Handrail, access door at existing building that are
!constructed within ROW
Portland Cement Reinforced Concrete, Sidewalk Ramp Detail
with Handrail included within. ADA Ramp 5' Wide 20' Long
and 5'x5' Landing at ROW to Existing Sidewalk at Building to
provide ADA Access to Building (If Needed)
Parking Lot Bumper Curb
P.C. Reinforced Concrete Steps
Barricades, Signs and Traffic Handling, for Contractor Traffic
Control Plan for all phasing throughout the project, complete
in place per month
Portable Changeable Message Sign, Wanco WTMMB-S-
LL(A)-11, or approved equal by City of Round Rock, with
Digital Remote Communication Modem (City of Round Rock
will take owner ship of signs once construction is complete)
Install Temporary Caliche Gravel Access to Buildings if
needed
Temporary Asphalt Pavement as needed (TY A) (4") TxDOT
340
10' Curb Inlet
5' Curb Inlet, Type C (per TxDOT Detail)
10' Curb Inlet, Type B
2'x2' Grate Inlet
3'x3' Grate Inlet
4'x4' Grate Inlet
New SW Manhole (Precast), 48" Dia., including ring
adjustments, lid, etc.
Junction Box, 6 -ft. x 6 -ft., including ring adjustments, lid, etc.
Pipe, 42" Dia. RCP (all depths), Including Excavation and
Backfill
Pipe, 30" Dia. RCP (all depths), Including Excavation and
Backfill
Pipe, 24" Dia. RCP (all depths), Including Excavation and
Backfill
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ITEM DESCRIPTION
Pipe, 18" Dia. RCP (all depths), Including Excavation and
Backfill
Pipe, 12" Dia. RCP (all depths), Including Excavation and
Backfill
Pipe, 12" Dia. PVC (all depths), Including Excavation and
Backfill
Pipe, 6" Dia. PVC (all depths), Including Excavation and
Backfill
Trench Safety Systems (all depths), Storm Sewer only
Protective Fencing Type A Chain Link Fence, Temporary
Tree Protection Fencing, maintained thoughout the project,
per lineal foot
Protective Fencing Type B Wood Fence, Temporary Tree
Bark Protection Planking, maintained thoughout the project,
per lineal foot
Erosion Control Log Includes maintained thoughout the
project, per lineal foot
Filter Inlet Protection (Includes area, grate and curb inlets,
and trench drains), maintained thoughout the project per each
Silt Fence and /or Triangular Filter Dike, maintained
thoughout project per lineal foot
Stabilized Construction Entrance, maintained thoughout
project per each
Rock Berm Protection for areas of Concentrated Runoff,
Maintained thoughout project per lineal foot
Traffic Sign - Stop Sign (24"), including installation
Traffic Sign - Stop Sign (30"), including installation
Accessible Parking Signs, including installation
Traffic Signs — All other traffic signs excluding stop signs
(Yield, One Way, Speed Limit, Directional Arrows, etc.),
including installation
Street Name Signs, including installation
New SW Manhole (Precast), 60" Dia., including ring
adjustments, lid, etc.
New SW Manhole (Precast), 72" Dia., including ring
adjustments, lid, etc.
"CAUTION - Never Handle Grounded Bats" (24" x 48") Sign,
installed at under -crossing of bridge
Fire Hydrant Blue Reflector, including installaion
Thermoplastic Pavement Markings - Reflectorized Type I, 12
inches in width (SLD) (W) cross walks, 100 Mils in Thickness
Thermoplastic Pavement Markings - Reflectorized Type I, 4
inches in width (SLD) (Y), 100 Mils in Thickness
2
w
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BID TABULATION
SOUTHWEST DOWNTOWN DISTRICT INFRASTRUCTURE IMPROVEMENTS - PHASE 5
Round Rock, Texas
Chasco
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$1,315.60
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$1,824.00
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$225.00
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$2,485.00
$598.00
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$1,064.00
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$5.00
$28.00
$110.00
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ITEM DESCRIPTION
Thermoplastic Pavement Markings - Reflectorized Type I, 4
inches in width (SLD) (W), 100 Mils in Thickness
Thermoplastic Pavement Markings - Reflectorized Type I, 24
inches in width (SLD) (W), 100 Mils in Thickness
Thermoplastic Pavement Markings - Reflectorized Type I, 8
inches in width (SLD) (W), 100 Mils in Thickness
Thermoplastic Pavement Markings - Reflectorized Type I, 12
inches in width (DOT) (W), 100 Mils in Thickness
Thermoplastic Pavement Markings - Reflectorized Type I, 18
inches in width (YLD TRI) (W), 100 Mils in Thickness
Thermoplastic Pavement Markings - Reflectorized Type I,
ARROW (W), 100 Mils in Thickness
Thermoplastic Pavement Markings - Reflectorized Type I,
WORD (W), 100 Mils in Thickness
Asphalt Repair, Replace in accordance with Roadway Detail
Concrete Driveway Repair, Replace in accordance with
Driveway Detail
Pipe, Two each 4" Dia. Sch. 40 PVC (all depths) including
Excavation and Backfill, pipes as irrigation sleeves in the
same trench, including all fittings and appurtenances
Trench Safety Systems (all depths), Underground Utilities
(Storm Sewer Not Included)
Power Pole Removal and Disposal, if not by Utility
Temporary Power Pole Installation, if not by Utility
New WW Manhole, 48" Dia., including ring adjustments, lid,
interior coatings, etc.
New WW Drop Manhole, 48" Dia., including ring adjustments,
lid, interior coatings, etc.
Pipe, 6" Dia. PVC ASTM D2241 SDR26 WW (all depths),
including excavation and backfill
Pipe, 8" Dia. PVC ASTM D2241 SDR26 WW (all depths),
including excavation and backfill
Pipe, 10" Dia. PVC ASTM D2241 SDR26 WW (all depths),
including excavation and backfill
Clean Out Assembly for Pipe, 6" Dia. PVC ASTM D2241
SDR26 WW (all depths), including Excavation and Backfill
Clean Out Assembly for Pipe, 8" Dia. PVC ASTM D2241
SDR26 WW (all depths), including Excavation and Backfill
Reconnect existing services, including wastewater, with
matching existing service pipe size from building connection
and including trenching, backfill, compaction, sod, transition
fittings to new stubs, typical pipe size 4 -inch or less, but up to
6 -inch
WW Manhole, Demolish and Remove Existing WW
Manholes
I ITEM #
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n
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n
80
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O
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0
0
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$12,000.00
$34,425.00
0
0
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_ $24,820.00
UNIT
PRICE
$170.00
o
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$120.00
0
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0
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$2,000.00
0
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$1,000.00
0
0
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0
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$48.00
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$284,260.00
o
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0
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$122.00;
0
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$92.00
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$1,300.00
$1,500.00
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$135.001
$46.00
0
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$82.00
APPROX.
QTY.
0
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ITEM DESCRIPTION
Pipe, 12" Dia. PVC AWWA C-900 Class 200, or DI AWWA C-
100 Min. Class 200 W (all depths), including excavation and
backfill
Pipe, 8" Dia. PVC AWWA C-900 Class 200, or DI AWWA C-
100 Min. Class 200 W (all depths), including excavation and
backfill
Pipe, 6" Dia. PVC AWWA C-900 Class 200, or DI AWWA C-
100 Min. Class 200 W (all depths), including excavation and
backfill
Pipe, 4" Dia. PVC AWWA C-900 Class 200, or DI AWWA C-
100 Min. Class 200 W (all depths), including excavation and
backfill
Pipe, 1-1/2" or 2" Dia. Type K Copper Tubing or Black
Colored Polyethylene DR9 per City Stds. City DWG No. WT -
03 (all depths). Domestic Potable Water Service Line outside
of ROW, including excavation and backfill
Installing or Reconnecting Lateral Water Service to Existing,
or Replaced Pipe (Single 1-1/2" or 2" Water Service
Connection for City Meter, Backflow Preventor, Etc.)
!Gate Valve, 12" Dia.
Gate Valve, 8" Dia.
Gate Valve, 6" Dia. (not associated with Fire Hydrant
Assembly),
Gate Valve, 4" Dia.
Remove, cap lead, salvage and re -install existing Fire
Hydrant Assembly (per detail), includes ductile iron leads and
6" Gate Valve
Fire Hydrant Assembly (per detail), includes leads and 6"
Gate Valve
Ductile Iron Fittings 4 inch through 12 inch
Jacking or Boring 18" Steel Encasement Pipe, ASTM A-252,
Grade 2 , including grouting
Encasement Pipe 12" Dia., Steel ASTM A-252, Grade 2
Encasement Pipe 18" Dia., Steel ASTM A-252, Grade 2
One to three each- 3 -inch or smaller service electrical and/or
communication conduits in one trench to structure for service
provider manhole/handhole
One each- 4 -inch Communication line to/from Duct Bank to
service provider manhole/handhole
!Two each- 4 -inch Communication lines to/from Duct Bank to
!service provider manhole/handhole
Three each- 4 -inch Communication lines to/from Duct Bank to
service provider manhole/handhole
Four each- 4 -inch Communication lines to/from Duct Bank to
service provider manhole/handhole
ITEM #
N-
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Page 6 of 12
Chasco
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$7,000.00
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$51,000.001
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ITEM DESCRIPTION
E0 - Duct Bank (Electrical & Communications)
E2 - Duct Bank (Electrical & Communications)
E4 - Duct Bank (Electrical & Communications)
E6M - Duct Bank (Electrical & Communications)
Round Rock Duct Bank 52" Manhole
Round Rock Pedestal
Oncor 12' x12' Octaganol Manhole
Precast Concrete Switch Gear Pad
Precast Concrete Transformer Pad
Coordination with Oncor Electric, including coordination of
installation of routing of conduit from duct bank to manholes
and to services, including wiring coordination
Coordination of Gas Systems Installations with Atmos
Coordination with Time Warner Cable including coordination
of installation of wiring
Time Warner Cable - Pedestal
Time Warner Cable - Manhole
Coordination with Time Warner Cable, including coordination
of installation of routing of conduit from duct bank to
manholes and to services, including wiring coordination
Time Warner Telecommunications - Pedestal
Time Warner Telecommunications - Manhole
AT&T - Pedestal
1AT&T - Manhole
Coordination with AT&T, including coordination of installation
of routing of conduit from duct bank to manholes and to
services, including wiring coordination
Light pole, lighting fixture, and (2) GFCI power receptacles
with WP covers, and all specified associated conductors and
raceway, as per specifications
Power panelboard 'LPWL' as specified, including all circuit
breakers and mounting hardware
Power panelboard 'LPBB' as specified, including all circuit
breakers and mounting hardware
Power panelboard 'LPRR' as specified, including all circuit
breakers and mounting hardware
Lighting contactor, including all associated wiring, mounting
hardware
17" x 30" Electrical pull box plus cover, as specified, H2O
Loading
NEMA '5-20R' GFCI power receptacle with weatherproof
while -in -use cover, mounted +18" AFG, including mounting
hardware and structure, associated power conductors (whip)
and raceway
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ITEM DESCRIPTION
Area Lighting Fixture under Bagdad bridge, including all
raceway, mounting hardware, lumps, ballast complete in
place per each
Shade Tree Installation Only (includes excavation, planting
mix backfill, staking/guying, mulch) - 3" caliper min. Shade
Tree provided by owner
Ornamental Tree Installation Only (includes excavation,
planting mix backfill, staking/ guying, mulch) - 30 gal. min.
Ornamental Tree provided by owner
Shrub (3 gal. Gulf Coast Muhly)
1Shrub (3 gal. Pine Muhly)
Shrub (3 gal. Compact Copper Canyon Daisy)
1Shrub (3 gal. Trailing Rosemary)
--..--____-_----
Shrub (1 gal. Pink Skullcap)
Shrub (1 gal. Blackfoot Daisy)
Mulch - Bed Areas (3" depth min. hardwood)
Planting Mix - Bed Areas (8" depth min.)
Bermuda Solid Sod (4" depth min. prior approved topsoil)
Bermuda Hydromulch (4" depth min. prior approved topsoil)
Tree Bubblers - Shade Trees (includes 2 bubblers per tree,
mainlines, lateral lines, valves and misc. appurtenances)
Tree Bubblers - Ornamental Trees (includes 1 bubbler per
ornamental tree, mainlines, lateral lines, valves, and misc.
appurtenances)
Drip Irrigation - Bed Areas (includes mainlines, tubing,
emitters, valves and misc. appurtenances)
Irrigation - Full Coverage Sod Areas (includes mainlines,
lateral lines, heads, and misc. appurtenances)
Irrigation Meter (includes tap, 1-1/2" meter, gate valve,
backflow preventer, and misc. appurtenances)
Miscellaneous Irrigation Appurtenances (includes controllers,
valves, sensors, sleeves, etc.)
Concrete Paver Units for Truck Apron on Roundabout (Paver
Section): Sidewalk Unit (3-1/8" thick) with 1" Sand, 8-3/4"
Reinforced Concrete, and 6" Re -Compacted Moisture
Conditioned Subgrade
6 X 6 TAPPING SLEEVE AND VALVE WITH 12 X 6
REDUCER
8 X 8 TAPPING SLEEVE AND VALVE WITH 12 X 8
REDUCER
12 X 12 TAPPING SLEEVE AND VALVE
Removal of existing 8 -inch water line prior to installation of
the new 12 -inch water line on the same assignment (WL "C").
Contractor shall maintain existing water services.
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O
O
O
O
0
O
O
69
0
0
0
0
0
O
CO
O
O
0
O
O
O
�w
O
O
$0'
O
0
o'.
kik
O
0
0
0
O
O
0
O
0
O
O
O •
re
as
a
N
N
N
H
2
D
u:
w
LL
w
LL
w
LL
w
ce
ITEM DESCRIPTION
u-
w
cc
4k
w
w
1-
u-
w
CL
u-
w
w
ce
u.
w
Total Bid as Submitted on Bid Form
Page 12 of 12