R-05-03-24-12D2 - 3/24/2005RESOLUTION NO. R -05-03-24-12D2
WHEREAS, the City of Round Rock has duly advertised for bids for
the Round Rock West Street Improvements Project, and
WHEREAS, the Council has determined that the only bid received
should be rejected and the project should be re -bid, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the only bid received for the Round Rock West Street
Improvements Project is hereby rejected and the project should be re-
bid.
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 March, 2005.
ATTEST:
V)loAt--
NY
City
CHRISTINE R. MARTINEZ, City Secretary
oPFDesktop\::ODMA/WORLDOX/0:/WDOX/RESOLUTI/R50324D2.WPD/sc
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f Round Rock, Texas
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MCNEIL RD Z
ti 2001 G.O. BOND
VARIOUS ROUND ROCK WEST
Ivo a�ocK�
STREETS
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 1
CONTRACT : Round Rock West Street Improvements (2001 G.O. Bond)
.
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7. Remove and Replace Concrete
Curb and Gutter, Including
Restoration/Revegetation S.F. 4,795 $12.00
76,343
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11. Emulsified Asphalt Slurry Seal
2. Pavement Repair [Minor]
- -
3. Pavement Repair [Residential (30 -feet
wide) Street)]
4. Pavement Repair [Collector (40 -feet
wide) Street]
5. HMAC, Type C, Spot Fill
And Level -Up at Street Cuts,
Depressions and Areas of Curb and
Gutter Replacement, or prior to
final overlay, including Tack Coat
6. Remove and Replace Concrete
Curb and Gutter, Including
Restoration/Revegetation
. .
RRW streets-bidtab/RH/Ik
RRW streets-bidtab/RH/lk
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
o
6
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69
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$41,340.00
o
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13. Unclassified Street Excavation,
(Lake Creek Drive from
Round Rock West Cove to
Dragon Drive), All Depths
(Plan Quantity) S.Y. 3,250 $11.00 $35,750.00
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9. Remove and Replace Reinforced
Concrete Pedestrian Ramp
Including Restoration/Revegetation
10. Thermoplastic Markings (Reflectorized)
White and Yellow, 4 Inch in Width
11. Crack Sealing
12. Traffic Control, Including Plan,
Barricades, Signs and Traffic Handling
. . . .
RRW streets-bidtab/RH/lk
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 3
CONTRACT : Round Rock West Street Improvements (2001 G.O. Bond)
1
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0
c.)
UNIT::::
PRICE
UNIT
PRICE I COST
UNIT
PRICE COST
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
0
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0
6
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EA
$59,312.50
0
0
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$47,706.00
0
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21. Nominal 2" Type B HMAC
(Machine Laid) (Approx. Quantity) TON 1,2971
vi
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vi
vi
vi
vi
14. Unclassified Street Excavation
(Dragon Drive and Round Rock
West Cove), All Depths (Plan Quantity)
15. 16" Crushed Limestone Base
(Lake Creek Drive) (Plan Quantity)
16. 6" Crushed Limestone Base,
(Dragon Drive and Round Rock
West Cove) (Plan Quantity)
17. Pavement Milling, 4" Depth
(Approx.Quantity)
18. Pavement Milling, 1.5" Depth
(Approx.Quantity)
119. Pavement Milling, 1" Depth
(Approx. Quantity)
20. Edge Pavement Milling,
(1.5" in Depth at Lip of Gutter to 0"
Six Feet from Lip of Gutter)
(Approx. Quantity)
RRW streets-bidtab/RH/Ik
RRW streets-bidtab/RH/lk
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
0
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69
0
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69
0
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0
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$12,000.00
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$6,000.00
0
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$1,919,848.50
0
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$51.00
0
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$730.00
0
0
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$170.00
0
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23. 1.5" Machine Laid Type C
HMAC, (Dragon Drive and
Round Rock West Cove
Street Reconstruction) (Plan Quantity)
24. Machine Laid Type C HMAC,
(Approx. Quantity)
25. Minor Manhole Adjustment
(Approx. Quantity)
126. Valve Adjustment
(Approx. Quantity)
27. Cleanout Adjustment
(Approx. Quantity)
27A. Irrigation Pipe
27B. Sprinkler Head Relocation
128. 18" R.C.P., all depths
129. 36" R.C.P., all depths
130. 10' Curb Inlet
131. 4' Diameter Storm Sewer Manhole
132. 5' Diameter Storm Sewer Manhole
Subtotal Street Improvements
(Items 1 — 32)
RRW streets-bidtab/RH/lk
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 5
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes 1 1 • I
COST I
4 "-'
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a
I COST
UNIT
PRICE
COST
UNIT
PRICE
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$34,410.00
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$3,300.00
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$258,630.00
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$7.00
$1,900.00
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INTERSECTION IMPROVEMENTS
APPROX
UNIT J QTY.
245
1 2,385
I 220
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ITEM
133. Roadway Excavation
134. 2" Type C HMAC Level Up
35. 3" Type C HMAC Level Up
36. 5" Type C HMAC Level Up
37. Remove and Replace Concrete Curb and
Gutter, Including estoration/Revegetation
38. Concrete Valley Gutter Including
Associated Curb & Gutter Per Std. Detail
39. Remove and Replace Concrete
Pedestrian Ramp, Including
Restoration/Revegetation
40. Concrete Sidewalk, 4", Including
Removal Of Existing Sidewalk and
Curb and Restoration/Revegetation
41. Reinforced Concrete Commercial
Driveway, Including Removal of
Existing Asphalt Driveway and
Sidewalk and Restoration/Revegetation
12. Minor Manhole Adjustment
43. Water Valves Riser Adjustment
Subtotal Intersection Improvements
(Items 33 thru 43)
RRW streets-bidtab/RH/Ik
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 6
fCONTRAT : Round Rock West Street Im_provements (2001 G.O. Bond)
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
I COST
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COST
UNIT
PRICE
COST
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69
!LOCATION : City Hall Council Chambers
IDATE: March 1, 2005, 2:00 pm
SIDEWALKILIimsAVENUE
pRovEmENTs
w . .
ST.
APPROX
UNIT QTY.
N
0
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332
—
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ITEM
44. 4" Thick Concrete Sidewalk,
Including Restoration/Revegetation
45. Concrete Pedestrian Ramp,
Including Restoration/Revegetation
46. Removal and Disposal of Existing
Concrete (Sidewalks, Ramps, Etc.)
47. Remove and Replace Reinforced
Concrete Residential Driveway,
Including Restoration/Revegetation
48. Remove and Replace Reinforced
Concrete Commercial Driveway,
Including Restoration/Revegetation
Subtotal St. Williams Avenue
Sidewalk Improvements
(Items 44 thru 48)
RRW streets-bidtab/RH/lk
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 7
CONTRACT : Round Rock West Street Improvements (2001 G.O. Bond)
I COST
UNIT
PRICE
COST
UNIT
PRICE
COST
UNIT
PRICE
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
COST
o
in
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CV
69
$2,800.00
o
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69
$38,712.00
UNIT
PRICE
0
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69
0
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6
CD
7rn
69
$4.00
$12.00
......w•
SIDEWALK IMPROVEMENTS
LAKE CREEK DRIVE
APPROX
UNIT I QTY.
0
0
v.:
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209
00
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Subtotal Lake Creek Drive
Sidewalk Improvements (Items 49 thru 52)
C/i
W
C/i
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ITEM
49. 4" Thick Concrete Sidewalk,
Including Restoration/Revegetation
50. Concrete Pedestrian Ramp,
Including Restoration/Revegetation
51. Removal and Disposal of Existing
Concrete (Sidewalks, Ramps, Etc.)
52. Remove and Replace Reinforced
Concrete Residential Driveway,
Including Restoration/Revegetation
RRW streets-bidtab/RH/lk
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 8
'CONTRACT : Round Rock West Street Improvements (2001 G.O. Bond)
I COST I
UNIT
PRICE
I COST
UNIT
PRICE
F.
Lf)
0
Cd
UNIT
PRICE
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
COST
0
0
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06
0
0
6
00
EA
0
0
%.C;
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EA
0
0
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0
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$38,612.00
0
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VI
$2,364,462.50
UNIT
PRICE
0
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EA
CD
0
0
0
71:,
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$4.00
$12.00
CD
0
0
0
cn
LOCATION : City Hall Council Chambers
IDATE: March 1, 2005, 2:00 pm
PARKVIEWDRIVESIDEWALK IMPROVEMENTS ' - - - --- -7
APPROX
UNITJ QTY.
3,712.
(V
234
ITEM
53. 4" Thick Concrete Sidewalk,
Including Restoration/Revegetation
54. Concrete Pedestrian Ramp,
Including Restoration/Revegetation
55. Removal and Disposal of Existing
Concrete (Sidewalks, Ramps, Etc.)
56. Remove and Replace Reinforced
Concrete Residential Driveway,
Including Restoration/Revegetation
57. Elevated Drainage Crossing,
Including Restoration/Revegetation
Subtotal Parkview Drive
Sidewalk Improvements
(Items 53 thru 57)
Subtotal Sidewalk Improvements
(Items 44 thru 57)
TOTAL BASE BID (1 thru 57)
RRW streets-bidtab/RH/lk
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 9
'CONTRACT : Round Rock West Street Improvements (2001 G.O. Bond)
COST
UNIT
PRICE
COST
UNIT
PRICE
I COST
UNIT
PRICE
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
COST
0
o
6
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0
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69
0
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64
0
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UNIT
PRICE
$24.00
0
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$19.00
$7.00
$120.00
0
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64
0
EA
0
EA
LOCATION : City Hall Council Chambers
IDATE: March I, 2005, 2:00 pm
MOI
DEE
4 TERT\TA TE BID
NO. 1
[ WATER CROSSING
APPRON
UNIT f QTY.
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158. Roadway Excavation
159. 2" Type C HMAC Level Up
160. 5" Type B HMAC Base Course
61. Concrete Rip -Rap 4" Including
Associated Steel and Footing
62. Concrete Approach Slab, 13",
Including associated Steel and Footing
63. Remove and Replace Concrete
Pedestrian Ramp, Including
Restoration/Revegetation
64. Concrete Sidewalk, 6", Including
Removal Of Existing Sidewalk And
Curb and Restoration/Revegetation
65. Concrete Sidewalk, 4", Including
Removal Of Existing Sidewalk and
Curb and Restoration/Revegetation
RRW streets-bidtab/RH/Ik
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 10
CONTRACT : Round Rock West Street Improvements (2001 G.O. Bond)
,
F
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UNIT
PRICE I COST
UNIT
PRICE I COST
00'000`017$
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o
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69
$232,475.00
o
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UNIT
PRICE COST
o
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$340.00 $51,000.00
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ALTERNATE BID NO. 2
APPROX
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72. Pavement Repair [Collector
(40 -feet wide) Street] ITon I 400
166. Type C101 Combination Rail JL.F.
67. Metal Beam Guard Fence
Terminal, Anchor Section EA
68. Steel Checker Plate 5' x 2'2" x 3/8" EA
Subtotal Deepwood Drive
Low Water Crossing
(Items 58 thru 68)
TOTAL ALTERNATE BID NO. 1
(Items 1 thru 68):
C/i
0
i-,
=
&-,
169. Emulsified Asphalt Slurry Seal
170. Pavement Repair [Minor]
71. Pavement Repair [Residential
(30 -feet wide) Street]
. • • . .
RRW streets-bidtab/RH/Ik
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. 13Y: Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 11
ICONTRAcT : RoundRock West Street Irnprovernents (2001 G.O. Bond)
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
0
0
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LOCATION : City Hall Council Chambers
IDATE: March 1, 2005, 2:00 pm
0
0
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26,440
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00
—I
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0
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73. HMAC, Type C, Spot Fill
And Level -Up at Street Cuts,
Depressions and Areas of Curb and
Gutter Replacement, or prior to
final overlay, including Tack Coat
74. Crack Sealing
175. Pavement Milling, 1.5" Depth
176. Pavement Milling, 1" Depth
77. Edge Pavement Milling,
(1.5" in Depth at Lip of Gutter to
0" Six Feet from Lip of Gutter)
178. Machine Laid Type C HMAC,
TOTAL ALTERNATE BID NO. 2 (Items
6 thru 10, 12 thru 17, 21 thru 23, 25 thru
57 and 69 thru 78)
TOTAL ALTERNATE BID NO. 3 (Items
6 thru 10, 12 thru 17,
21 thru 23, and 25 thru 78):
RRW streets-bidtab/RH/Ik
THE CITY OF ROUND ROCK BIDS EXTENDED AND CHECKED
ENGINEERING & DEVELOPMENT SERVICES DEPARTMENT
2008 Enterprise Dr. BY : Ruth Haberman, P.E.
Round Rock, Texas. 78664 DATE : 3/1/05
(512) 218-5555 BID TABULATION SHEET 12
CONTRACT : Round Rock West Street Improvements (2001 G.O. Bond)
Austin Bridge & Road
Addendum? Yes
Bid Bond? Yes
The following lists the bidder's price adjustment for changing any Type C HMAC under bid items 5 and 24 to Type D HMAC.
COST
UNIT
PRICE
F
0
1 U
F U
za
0.
COST
UNIT
PRICE
COST
IUNIT
PRICE
'LOCATION : City Hall Council Chambers
DATE: March 1, 2005, 2:00 pm
APPROX
UNIT I QTY.
H
H
ITEM
5A. Provide Type D HMAC
in lieu of any Type C HMAC
in Bid Item 5
24A. Provide Type D HMAC
in lieu of any Type C
HMAC in Bid Item 24
Off;
D =
ct
C 14 •
W
RRW streets-bidtab/RH/Ik
ENGINEER'S STATEMENT OF PROBABLE COST
.f'Rou> ,_ Roc
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as k
x
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
City Wide Sidewalks, Segment 3
A
St. Williams
1
Concrete Demolition
332
sf
$3.00
$996.00
2
4" thick Concrete Sidewalk
11592
sf
$4.00
$46,368.00
3
Sidewalk Pedestrian Ramp
12
ea
$1,500.00
$18,000.00
4
Removal and reconstruction of existing residential driveway
2081
sf
$11.00
$22,891.00
5
Removal and reconstruction of existing commercial driveway
2
ea
$3,000.00
$6,000.00
Subtotal
$94,255.00
B
Lake Creek
1
Concrete Demolition
209
$3.00
$627.00
2
4" thick Concrete Sidewalk
5100
sf
$4.00
$20,400.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
798
sf
$11.00
$8,778.00
Subtotal
$32,805.00
C
Parkview
1
Concrete Demolition
234
$3.00
$702.00
2
4" thick Concrete Sidewalk
3712
sf
$4.00
$14,848.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
418
sf
$11.00
$4,598.00
5
Elevated drainage crossing
1
ea
$5,000.00
$5,000.00
Subtotal
$28,148.00
TOTAL
$155,208.00
Street Intersections
1
Excavation
245
cy
$9.50
$2,327.50
2
2" HMAC Type C
2385
sy
$7.00
$16,695.00
3
3" HMAC Type C
220
sy
$14.00
$3,080.00
4
5" HMAC Type C
665
sy
$20.00
$13,300.00
5
R&R Curb+Gutter
555
If
$12.00
$6,660.00
6
Valley Gutter
9380
sf
$7.00
$65,660.00
7
Ramp
9
ea
$1,500.00
$13,500.00
8
R&R 4" Sidewalk
905
sf
$4.00
$3,620.00
9
R&R Driveway
1
ea
$3,000.00
$3,000.00
10
Adjust Manhole
6
ea
$500.00
$3,000.00
11
Adjust Valve
9
ea
$300.00
$2,700.00
TOTAL
$133,542.50
ENGINEER'S STATEMENT OF PROBABLE COST
•
.- Pfl,'k
TR ONSTRVC O
8w 4 �
2008
` 4.-.`,14 eX,x..i z t r s t
)opYb ices
t rpt l v
S
GQ
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
Streets
1
Slurry Seal
76343
sy
$1.70
$129,783.10
2
Pavement Repair (MINOR)
500
ton
$100.00
$50,000.00
3
Pavement Repair (30' street)
100
ton
$100.00
$10,000.00
4
Pavement Repair (40' street)
330
ton
$100.00
$33,000.00
5
HMAC Type C spot fill
500
ton
$65.00
$32,500.00
6
R&R Concrete Curb + Gutter
3417
If
$25.00
$85,425.00
7
R&R Concrete Driveway
4795
sf
$11.00
$52,745.00
8
R&R Concrete Sidewalk
357
sf
$10.00
$3,570.00
9
R&R Concrete Ramp
16
ea
$1,000.00
$16,000.00
10
Thermoplastic markings
41400
If
$0.65
$26,910.00
11
Crack sealing
79500
If
$0.50
$39,750.00
12
Traffic Control
6
mo
$4,000.00
$24,000.00
13
Excavation (Lake Creek)
3250
sy
$3.50
$11,375.00
14
Excavation (Dragon Dr./RRWest Cove)
840
sy
$2.50
$2,100.00
15
16" Base
3250
sy
$12.00
$39,000.00
16
6" Base
840
sy
$5.00
$4,200.00
17
Milling 4"
7951
sy
$3.00
$23,853.00
18
Milling 1.5"
7630
sy
$2.25
$17,167.50
19
Milling 1"
39788
sy
$2.00
$79,576.00
20
Edge Milling
10319
sy
$1.50
$15,478.50
21
Type B HMAC
1297
ton
$65.00
$84,305.00
22
2" Type C HMAC (Lake Creek Drive Reconstruction)
3250
sy
$7.00
$22,750.00
23
1.5" Type C HMAC (Dragon Dr./RRWest Cove Reconstructio
840
sy
$7.00
$5,880.00
24
Type C HMAC
7893
ton
$65.00
$513,045.00
26
Manhole Adjustment
42
ea
$500.00
$21,000.00
27
Valve Adjustment
43
ea
$300.00
$12,900.00
28
Cleanout Adjustment
12
ea
$300.00
$3,600.00
29
18" RCP
137
If
$37.00
$5,069.00
30
36" RCP
38
If
$72.00
$2,736.00
31
10' Curb Inlet
1
ea
$2,600.00
$2,600.00
32
5' Storm Sewer Manhole
1
ea
$3,500.00
$3,500.00
33
4' Storm Sewer Manhole
1
ea
$3,200.00
$3,200.00
TOTAL
$1,377,018.10
GRAND TOTAL (BASE BID)
$1,665,768.60
ENGINEER'S STATEMENT OF PROBABLE COST
V
R
����. „' s.; "-;' .. '. ,ter •., v ,.0
51�["IM`.-'
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
City Wide Sidewalks, Segment 3
A
St. Williams
1
Concrete Demolition
332
sf
$3.00
$996.00
2
4" thick Concrete Sidewalk
11,592
sf
$4.00
$46,368.00
3
Sidewalk Pedestrian Ramp
12
ea
$1,500.00
$18,000.00
4
Removal and reconstruction of existing residential drivew
2,081
sf
$11.00
$22,891.00
5
Removal and reconstruction of existing commercial drive
2
ea
$3,000.00
$6,000.00
Subtotal
$94,255.00
B
Lake Creek
1
Concrete Demolition
209
sf
$3.00
$627.00
2
4" thick Concrete Sidewalk
5,100
sf
$4.00
$20,400.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
798
sf
$11.00
$8,778.00
Subtotal
$32,805.00
C
Parkview
1
Concrete Demolition
234
sf
$3.00
$702.00
2
4" thick Concrete Sidewalk
3,712
sf
$4.00
$14,848.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
418
sf
$11.00
$4,598.00
5
Elevated drainage crossing
1
ea
$5,000.00
$5,000.00
Subtotal
$28,148.00
TOTAL
$155,208.00
Street Intersections
1
Excavation
245
cy
$9.50
$2,327.50
2
2" HMAC Type C
2,385
sy
$7.00
$16,695.00
3
3" HMAC Type C
220
sy
$14.00
$3,080.00
4
5" HMAC Type C
665
sy
$20.00
$13,300.00
5
R&R Curb+Gutter
555
If
$12.00
$6,660.00
6
Valley Gutter
9,380
sf
$7.00
$65,660.00
7
Ramp
9
ea
$1,500.00
$13,500.00
8
R&R 4" Sidewalk
905
sf
$4.00
$3,620.00
9
R&R Driveway
1
ea
$3,000.00
$3,000.00
10
Adjust Manhole
6
ea
$500.00
$3,000.00
11
Adjust Valve
9
ea
$300.00
$2,700.00
TOTAL
$133,542.50
ENGINEER'S STATEMENT OF PROBABLE C
9
ji
,
a.
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
Streets
1
Slurry Seal
76,343
sy
$1.70
$129,783.10
2
Pavement Repair (MINOR)
500
ton
$100.00
$50,000.00
3
Pavement Repair (30' street)
100
ton
$100.00
$10,000.00
4
Pavement Repair (40' street)
330
ton
$100.00
$33,000.00
5
HMAC Type C spot fill
500
ton
$65.00
$32,500.00
6
R&R Concrete Curb + Gutter
3,417
If
$25.00
$85,425.00
7
R&R Concrete Driveway
4,795
sf
$11.00
$52,745.00
8
R&R Concrete Sidewalk
357
sf
$10.00
$3,570.00
9
R&R Concrete Ramp
16
ea
$1,000.00
$16,000.00
10
Thermoplastic markings
41,400
If
$0.65
$26,910.00
11
Crack sealing
79,500
If
$0.50
$39,750.00
12
Traffic Control
6
mo
$4,000.00
$24,000.00
13
Excavation (Lake Creek)
3,250
sy
$3.50
$11,375.00
14
Excavation (Dragon Dr./RRWest Cove)
840
sy
$2.50
$2,100.00
15
16" Base
3,250
sy
$12.00
$39,000.00
16
6" Base
840
sy
$5.00
$4,200.00
17
Milling 4"
7,951
sy
$3.00
$23,853.00
18
Milling 1.5"
7,630
sy
$2.25
$17,167.50
19
Milling 1"
39,788
sy
$2.00
$79,576.00
20
Edge Milling
10,319
sy
$1.50
$15,478.50
21
Type B HMAC
1,081
ton
$65.00
$70,265.00
22
2" Type C HMAC (Lake Creek Drive Reconstruction)
3,250
sy
$7.00
$22,750.00
23
1.5" Type C HMAC (Dragon Dr./RRWest Cove Reconstru
840
sy
$7.00
$5,880.00
24
Type C HMAC
7,790
ton
$65.00
$506,350.00
26
Manhole Adjustment
42
ea
$500.00
$21,000.00
27
Valve Adjustment
43
ea
$300.00
$12,900.00
28
Cleanout Adjustment
12
ea
$300.00
$3,600.00
29
18" RCP
137
If
$37.00
$5,069.00
30
36" RCP
38
If
$72.00
$2,736.00
31
10' Curb Inlet
1
ea
$2,600.00
$2,600.00
32
5' Storm Sewer Manhole
1
ea
$3,500.00
$3,500.00
33
4' Storm Sewer Manhole
1
ea
$3,200.00
$3,200.00
TOTAL
$1,356,283.10
ENGINEER'S STATEMENT OF PROBABLE COST
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
Deepwood Drive Low Water Crossing -
Add Altemate
1
Excavation
1,275
Cy
$9.50
$12,112.50
2
2" HMAC Type C
580
sy
$7.00
$4,060.00
3
5" HMAC Type B
580
sy
$20.00
$11,600.00
4
Rip Rap
1,075
sf
$7.00
$7,525.00
5
Conc. Approach Slab
465
sy
$85.00
$39,525.00
6
Ramp
4
ea
$1,500.00
$6,000.00
7
R&R 6" Sidewalk
3,780
sf
$6.00
$22,680.00
8
R&R 4" Sidewalk
1,615
sf
$4.00
$6,460.00
9
Combination Rail
400
If
$63.00
$25,200.00
10
Guard Fence Anchor Section
4
ea
$2,060.00
$8,240.00
11
Plate
20
ea
$250.00
TOTAL
GRAND TOTAL (ALTERNATE BID NO. 1)
$5,000.00
$148,402.50
$1,793,436.10
ENGINEER'S STATEMENT OF PROBABLE COST
City of RoundRock
ROUND
RECONSTRUCTION
-ALT
2115/05
-
NO. 2
RS I
ROCK WEST
+.RNATF;$W
BY :
Engineering
2008 Enterprise
ziouND
& Development Services
Drive
Roca, TEXAS 78664
STREET
COST ESTIMATE
DATE :
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
City Wide Sidewalks, Segment 3
A
St Williams
1
Concrete Demolition
332
sf
$3.00
$996.00
2
4" thick Concrete Sidewalk
11,592
sf
$4.00
$46,368.00
3
Sidewalk Pedestrian Ramp
12
ea
$1,500.00
$18,000.00
4
Removal and reconstruction of existing residential driveway
2,081
sf
$11.00
$22,891.00
5
Removal and reconstruction of existing commercial driveway
2
ea
$3,000.00
$6,000.00
Subtotal
$94,255.00
B
Lake Creek
1
Concrete Demolition
209
sf
$3.00
$627.00
2
4" thick Concrete Sidewalk
5,100
sf
$4.00
$20,400.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
798
sf
$11.00
$8,778.00
Subtotal
$32,805.00
C
Parkview
1
Concrete Demolition
234
sf
$3.00
$702.00
2
4" thick Concrete Sidewalk
3,712
sf
$4.00
$14,848.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
418
sf
$11.00
$4,598.00
5
Elevated drainage crossing
1
ea
$5,000.00
$5,000.00
Subtotal
$28,148.00
TOTAL
$155,208.00
Street Intersections
1
Excavation
245
cy
$9.50
$2,327.50
2
2" HMAC Type C
2,385
sy
$7.00
$16,695.00
3
3" HMAC Type C
220
sy
$14.00
$3,080.00
4
5" HMAC Type C
665
sy
$20.00
$13,300.00
5
R&R Curb+Gutter
555
ti
$12.00
$6,660.00
6
Valley Gutter
9,380
sf
$7.00
$65,660.00
7
Ramp
9
ea
$1,500.00
$13,500.00
8
R&R 4" Sidewalk
905
sf
$4.00
$3,620.00
9
R&R Driveway
1
ea
$3,000.00
$3,000.00
10
Adjust Manhole
6
ea
$500.00
$3,000.00
11
Adjust Valve
9
ea
$300.00
$2,700.00
TOTAL
$133,542.50
ENGINEER'S STATEMENT OF PROBABLE COST
City of Round Rock
ROUND ROCK WEST
RECONSTRUCTION
-ALTERNATE BIS? NO. 2
2%15105 RY :
Engineering & Development Services
2008 Enterprise Drive
ROUND _ROCK,TEXAS 78664
STREET
COST ESTIMATE
DATE :
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
Streets
1
Slurry Seal
118,205
sy
$1.70
$200,948.50
2
Pavement Repair (MINOR)
1,325
ton
$100.00
$132,500.00
3
Pavement Repair (30' street)
150
ton
$100.00
$15,000.00
4
Pavement Repair (40' street)
400
ton
$100.00
$40,000.00
5
HMAC Type C spot fill
100
ton
$65.00
$6,500.00
6
R&R Concrete Curb + Gutter
3,417
ff
$25.00
$85,425.00
7
R&R Concrete Driveway
4,795
sf
$11.00
$52,745.00
8
R&R Concrete Sidewalk
357
sf
$10.00
$3,570.00
9
R&R Concrete Ramp
16
ea
$1,000.00
$16,000.00
10
Thermoplastic markings
41,400
If
$0.65
$26,910.00
11
Crack sealing
90,000
If
$0.50
$45,000.00
12
Traffic Control
6
mo
$4,000.00
$24,000.00
13
Excavation (Lake Creek)
3,250
sy
$3.50
$11,375.00
14
Excavation (Dragon Dr.IRRWest Cove)
840
sy
$2.50
$2,100.00
15
16" Base
3,250
sy
$12.00
$39,000.00
16
6" Base
840
sy
$5.00
$4,200.00
17
Milling 4"
7,951
sy
$3.00
$23,853.00
18
Milling 1.5"
7,573
sy
$2.25
$17,039.25
19
Milling 1"
26,440
sy
$2.00
$52,880.00
20
Edge Milling
1,087
sy
$1.50
$1,630.50
21
Type B HMAC
1,297
ton
$65.00
$84,305.00
22
2" Type C HMAC (Lake Creek Drive Reconstruction)
3,250
sy
$7.00
$22,750.00
23
1.5" Type C HMAC (Dragon Dr./RRWest Cove Reconstruction)
840
sy
$7.00
$5,880.00
24
Type C HMAC
4,086
ton
$65.00
$265,590.00
26
Manhole Adjustment
42
ea
$500.00
$21,000.00
27
Valve Adjustment
43
ea
$300.00
$12,900.00
28
Cleanout Adjustment
12
ea
$300.00
$3,600.00
29
18" RCP
137
If
$37.00
$5,069.00
30
36" RCP
38
If
$72.00
$2,736.00
31
10' Curb Inlet
1
ea
$2,600.00
$2,600.00
32
5' Storm Sewer Manhole
1
ea
$3,500.00
$3,500.00
33
4' Storm Sewer Manhole
1
ea
$3,200.00
$3,200.00
TOTAL
$1,233,806.25
GRAND
TOTAL (ALTERNATE BID NO. 2)
$1,522,556.75
ENGINEER'
City of Round RockROLJN
ROC WEST
r RECO��.
� ?
]G:11 tneeri
2008 Enterprise
ROUND
Igevelo ment.Sery1` es A '.-
Drive
1tOCx TE AS 78664
- STR
COST
�
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
Citywide Sidewalks, Segment 3
A
St. Williams
1
Concrete Demolition
332
sf
$3.00
$996.00
2
4" thick Concrete Sidewalk
11,592
sf
$4.00
$46,368.00
3
Sidewalk Pedestrian Ramp
12
ea
$1,500.00
$18,000.00
4
Removal and reconstruction of existing residential driveway
2,081
sf
$11.00
$22,891.00
5
Removal and reconstruction of existing commercial drivewa
2
ea
$3,000.00
$6,000.00
Subtotal
$94,255.00
B
Lake Creek
1
Concrete Demolition
209
$3.00
$627.00
2
4" thick Concrete Sidewalk
5,100
sf
$4.00
$20,400.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
798
sf
$11.00
$8,778.00
Subtotal
$32,805.00
C
Parkview
1
Concrete Demolition
234
$3.00
$702.00
2
4" thick Concrete Sidewalk
3,712
sf
$4.00
$14,848.00
3
Sidewalk Pedestrian Ramp
2
ea
$1,500.00
$3,000.00
4
Removal and reconstruction of existing driveway
418
sf
$11.00
$4,598.00
5
Elevated drainage crossing
1
ea
$5,000.00
$5,000.00
Subtotal
$28,148.00
TOTAL
$155,208.00
Street Intersections
1
Excavation
245
cy
$9.50
$2,327.50
2
2" HMAC Type C
2,385
sy
$7.00
$16,695.00
3
3" HMAC Type C
220
sy
$14.00
$3,080.00
4
5" HMAC Type C
665
sy
$20.00
$13,300.00
5
R&R Curb+Gutter
555
If
$12.00
$6,660.00
6
Valley Gutter
9,380
sf
$7.00
$65,660.00
7
Ramp
9
ea
$1,500.00
$13,500.00
8
R&R 4" Sidewalk
905
sf
$4.00
$3,620.00
9
R&R Driveway
1
ea
$3,000.00
$3,000.00
10
Adjust Manhole
6
ea
$500.00
$3,000.00
11
Adjust Valve
9
ea
$300.00
$Z700.00
TOTAL
$133,542.50
'S STATEMENT OF PROBABLE
City oftood
vVV r
'T
En
,En
Rouyn°"
ee ng r elop ntServices
V
ROCK, ?> ., ;
COSTS
.DATE
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
Streets
1
Slurry Seal
118,205
sy
$1.70
$200,948.50
2
Pavement Repair (MINOR)
1,325
ton
$100.00
$132,500.00
3
Pavement Repair (30' street)
150
ton
$100.00
$15,000.00
4
Pavement Repair (40' street)
400
ton
$100.00
$40,000.00
5
HMAC Type C spot fill
100
ton
$65.00
$6,500.00
6
R&R Concrete Curb + Gutter
3,417
If
$25.00
$85,425.00
7
R&R Concrete Driveway
4,795
sf
$11.00
$52,745.00
8
R&R Concrete Sidewalk
357
sf
$10.00
$3,570.00
9
R&R Concrete Ramp
16
ea
$1,000.00
$16,000.00
10
Thermoplastic markings
41,400
If
$0.65
$26,910.00
11
Crack sealing
90,000
If
$0.50
$45,000.00
12
Traffic Control
6
mo
$4,000.00
$24,000.00
13
Excavation (Lake Creek)
3,250
sy
$3.50
$11,375.00
14
Excavation (Dragon Dr./RRWest Cove)
840
sy
$2.50
$2,100.00
15
16" Base
3,250
sy
$12.00
$39,000.00
16
6" Base
840
sy
$5.00
$4,200.00
17
Milling 4"
7,951
sy
$3.00
$23,853.00
18
Milling 1.5"
7,573
sy
$2.25
$17,039.25
19
Milling 1"
26,440
sy
$2.00
$52,880.00
20
Edge Milling
1,087
sy
$1.50
$1,630.50
21
Type B HMAC
1,297
ton
$65.00
$84,305.00
22
2" Type C HMAC (Lake Creek Drive Reconstruction)
3,250
sy
$7.00
$22,750.00
23
1.5" Type C HMAC (Dragon Dr./RRWest Cove Reconstructii
840
sy
$7.00
$5,880.00
24
Type C HMAC
4,086
ton
$65.00
$265,590.00
26
Manhole Adjustment
42
ea
$500.00
$21,000.00
27
Valve Adjustment
43
ea
$300.00
$12,900.00
28
Cleanout Adjustment
12
ea
$300.00
$3,600.00
29
18" RCP
137
If
$37-00
$5,069.00
30
36" RCP
38
If
$72.00
$2,736.00
31
10' Curb Inlet
1
ea
$2,600.00
$2,600.00
32
5' Storm Sewer Manhole
1
ea
$3,500.00
$3,500.00
33
4' Storm Sewer Manhole
1
ea
$3,200.00
$3,200.00
TOTAL
$1,233,806.25
ENGINEER'S STATEMENT OF PROBABLECOST
ITEM #
DESCRIPTION OF QUANTITIES
QUANTITY
UNIT
PRICE
TOTAL
Deepwood Drive Low Water Crossing -
Add Alternate
1
Excavation
1,275
cy
$9.50
2
2" HMAC Type C
580
sy
$7.00
$12,112.50
3
5" HMAC Type B
580
4
Rip Rap
1,075
sy
sf
$20.00
$7.00
$4,060.00
$11,600.00
5
Conc. Approach Slab
465
6
Ramp
4
sy
ea
$85.00
7
R&R 6" Sidewalk
3,780
sf
$1,500.00
$6.00
$7,525.00
$39,525.00
8
R&R 4" Sidewalk
1,615
sf
$4.00
$6,000.00
$22,680.00
9
Combination Rail
400
If
$63.00
10
Guard Fence Anchor Section
4
ea
11
Plate
20
ea
$2,060.00
$250.00
$6,460.00
$25,200.00
TOTAL
$8,240.00
$5,000.00
$148,402.50
GRAND TOTAL (ALTERNATE BID NO. 3)
$1,670,959.25
DATE: March 17, 2005
SUBJECT: City Council Meeting - March 24, 2005
ITEM: 12.D.2. Consider a resolution rejecting the only bid received for the
Round Rock West Street Improvements Project.
Deuartment: Engineering & Development Services
Staff Person: Danny Halden, P.E. / Ruth Haberman, P.E.
Justification:
On March 1, 2005 we received only one bid for the Round Rock West Street
Improvements project from Austin Bridge & Road. The base bid price of $2,364,462.50
was considerably higher than the engineer's estimate of $1,665,768.60. The
Engineering & Development Services Department recommends that the City reject this
bid and re -bid the project at the earliest possible date.
Funding:
Cost:
Source of funds:
N/A
2001 G. O. Bonds, Street Maintenance Fund
Outside Resources: Lockwood, Andrews & Newnam, Inc
Fisher Hagood, Inc.
Background Information:
Because only one contractor submitted a bid on this project and the bid exceeded
available funds, the Engineering & Development Services Department is recommending
to re -bid the project. This project is complex and it is anticipated that adjustments will
have to be made to the bid package. Re -bidding the project will enable more contractors
to familiarize themselves with the plans, the vicinity and the scope of the project and
provide more competitive bids. Although the City and the residents of Round Rock West
are anxious to complete this project, it is in the citizen's best interest to get a more
competitive bidding platform to ensure that the City is able to provide the most
improvements possible for the funds that are available.
Public Comment: N/A