ST0501-AG111108T H E C 1 T Y - O F
COFFELL
e s9
MEMORANDUM
TO: Mayor and City Council
VIA: Kenneth M. Griffin, P.E., Director of Engineering/Public Works
FROM: George S. Marshall, P.E., Civil Engineer
DATE: November 8, 2011
REF: Consider approval of awarding Bid #Q- 1011 -01 "Deforest Road
Reconstruction" to Tiseo Paving Co. in the amount of $2,096,463.73 and
approval of an incentive bonus amount of up to an additional $114,000.00 for
a total award of $2,210,463.73, as provided for in the CIP funds; and
authorizing the City Manager to sign and execute any necessary documents.
On October 7, 200 Council awarded a design contract to GSWW, Inc for the design of
roved fro
impm MacArthur Boulevard east to the entrance of the Windsor Estates
subdivision. Deforest Road currently exists as a two -lane asphalt country -type road with borrow
ditches on both sides. It will be reconstructed as a 28 -foot concrete street with improved
drainage, continuou alk on the both sides of the road and a t raffic s ill at the intersection
of MacArthur Blvd. & Deforest Road. A northbound left turn lane will also be constructed to
accommodate the west portion of Deforest Road.
_— On October 20, 2011 the City of Coppell received and opened 8 bids for the Deforest Road
Reconstruction project. The bids ranged from $2,096,463.73 to $2,969,633.49. The Engineer's
estimate for this project was $2,120,551.75. The bids also included duration of construction
ranging from 300 to 400 calendar days.
The low bid of $2,096,463.73 and 300 calendar days was submitted by Tiseo Paving Co. based
in Mesquite, TX. This company has performed several projects for the i y o n the
past, the most recent being Coppell Road from Sandy Lake Road to Cooper Lane. Based on past
experience in Coppell, it appears Tiseo Paving Co. is qualified and capable of completing this
work.
This award also requests approval of two incentive bonuses totaling $114,000.00 To expedite
construction and minimize the inconvenience to the traveling public, there w be a primary
incentive up to $90,000.00 if the contractor completes the work in 210 days (300 days bid -210
days x $1,000.00). In the event the contractor takes longer than 300 calendar days to construct
the project, there will be damages assessed of $1,000.00 per day with no limit on the
disincentive.
The secondary bonus will be tied to the section of roadway construction between Allen Road &
Windsor Estates. Due to one lane access for residents to Windsor Estates Addition during
construction, the contractor will receive a bonus of $24 0 if construction is complete and
two -way traffic is restored on a new concrete street within 2 calendar days. The 28 calendar
days start on the day this section of roadway is shut down to one lane traffic for construction.
The bonus would decrease by $2,000.00 per day for any day after 28. At the end of 40 days, if
the road is still not open to two way traffic, then the contractor will be assessed $2,000.00 per
day damages. There is no limit on the disincentive. To handle two way traffic in this narrow
area, Tiseo is looking at either installing temporary t ree � s or constructing temporary
lanes out of asphalt. Their final decision has not been made.
On April 12, 2011 Council was presented a plan to restrict Deforest Road to one way traffic in
the eastbound direction from MacArthur Blvd to Allen Road to alleviate construction issues with
this project. A letter with a detour route will be mailed to residents in the area directly impacted
by this traffic restriction.
Construction is anticipated to begin the first part o January 2012 to avoid any traffic issues with
the upcoming holidays. The contractor has bid a total of 340 calendar days to complete the
project. Assuming the contractor begins construction on January 9, 2012 and there are no delays,
then they should be complete by November 2012.
Staff recommends the award of the "Deforest Road Reconstruction" project to Tiseo Paving Co.
in the amount of $2,096,463.73 with an additional incentive bonus amount of $114,000.00 for a
total award of $2,210,463.73.
Staff will be available to answer any questions at the Council meeting.
BURGESS & NIPLE
11117 Shady Trail I Dallas, TX 75229 1 972.620.
November 1, 2011
George Marshall, P.E.
City of Coppell Engineering Dept.
255 Parkway Blvd.
P.O. Box 9478
Coppell, TX 75019
Re: Deforest Road Reconstruction (ST 05 -01)
Dear Mr. Marshall:
The following bids were received for the above referenced project on October 20, 2011:
1.
Tiseo Paving Co.
2.
XIT
3.
McMahon Contracting
4.
Jim Bowman Construction
5.
CPS Civil
6.
SYB Construction Co.
7.
Camino Construction
8.
Rebcon, Inc.
BASE BID BASE BID + TIME
$2,096,463.73
$2,208,390.14
$2,255,980.06
$2,247,610.00
$2,346,056.50
$2,801,847.76
$2,809,543.30
$2,969,633.49
$2,396,463.73
$2,528,390.14
$2,555,980.06
$2,597,610.00
$2,646,056.50
$3,201,847.76
$3,204,543.30
$3,349,633.49
The Engineer's Base Bid Estimate was $2,120,551.75 with no contingency added.
Burgess & Niple currently has no experience working with Tiseo Paving. We contacted a few of
the neighboring Cities that have worked with Tiseo from the past project information provided by
Tiseo. We contacted the City of Corinth, City of Frisco, City of Plano and the City of Carrollton.
All believe that Tiseo did good paving work but, Carrollton and Plano said that Tiseo needed to
manage their own subcontractor's better. The City of Coppell has also worked in the past with
Tiseo and had no complaints of the work completed.
We would recommend that the City of Coppell inform Tiseo about the concern of subcontractor
management during the preconstruction meeting and to have weekly construction meetings
throughout the project. Though subcontractor management is a concern, we do not feel this
should be a sole reason for rejecting the award of the construction contract to Tiseo. Therefore,
we believe that the City of Coppell should award the construction of Deforest Road to Tiseo
Paving.
WN
burgessniple.com
BURGESS & NIPLE
11117 Shady Trail I Dallas, TX 75229 1 972.
If you have any questions concerning the bid tabulation or the recommendation, please call.
Sincerely,
BURGESS & NIPLE, INC.
�d
Lowell D. DeGroot, P.E.
Senior Project Manager
Enclosure: Bid Tab
burgessniple.com
b
ot
.01
f;
AM
CITY OF COPPELL, TEXAS
DEFOREST ROAD RECONSTRUCTION - PROJ. NO. ST 05 -01
BID PROPOSAL TABULATION
BID NO. Q- 1011 -01 BID DATE: OCTOBER 20, 2011
PROJECT: DEFOREST ROAD RECONSTRUCTION
Englneem Estimate
Tla- Paving Co.
XIT
McMahon Contracting LP
Jim Bowman Construction Co. LP
CPS Civil
SYB Construction Company Inc.
Camino Construction, LP
REBCOM, INC.
ITEM NO
DESCRIPTION OF UNIT
DUANTITY
UNIT
UNIT PRICE
TOTAL AMOUNT
UNITPRICE
TOTALAMOUNT
UNITPRICE
TOTALAMOUNT
UNITPRICE
TOTAL AMOUNT
UNIT PRICE
TOTAL AMOUNT
UNIT PRICE
TOTAL AMOUNT
UNIT PRICE
TOTAL AMOUNT
UNIT PRICE
TOTAL AMOUNT
UNIT PRICE TOTAL AMOUNT
GENERAL ITEMS
101 Mobfl¢ahon (Max 5 °b of Contract)
_._ .._......._.
t
LS
.._.
8100.000 00
$100 000 00
....__
$50 000.00
$50,000.00
481 694.38 $87 88/.3
____....
$105 000.00
._- .........-
i11d 000 00
8125 000.0
5130,000.00
$130 000.00
$105,000.00
$114,000.00
00
$11-.... $110,000 00
$125,000.00
5 145,000.00 $145,000.DO
102 ,TraIBC COrMol
t
32.33
1
_
LS
$30,000.00 _
$1,500.00
$5000.00
$30,00000
530,OOD.DO
$30,00000
$53050.39 $59,050.3!
357,000.00
$57,000.00
82100000
$2950001
000 00
$4
$21,000.0
....._.......
$55,000.00! $55,000.00
- ._........ ___.._.._
$49,080.00
...._.... _
$49,060.00
$25,000.00
$25,000.00
__- ._._.� - -_
$85,000.00 $85,000.
103 �ROWPrepx fil
STA
$4849500
__.... __.
$500000
$700.00
$9000.00
_.__
$22,631.00
$3544.91 $114,606.94
$7,866.00
$4,00000
$60392.44
54000.00
_.. 595373.50
t $4_.... 000.00
$7,000. $228,310.
$6,000.00
$258,640.00
.- _... _.
$1 20000
,.
$3 8, 796 .0
0 $1,250.001 $40,412.50
1D4 1 Pr epare and Implement SWPPP
.... ._. ..... .. .,.... ... _. _...._....... ...._...- ......-
LS
- .......
$9,000.
...
$4,957.65 $4957.65
.._..� _.
-
'
$10 $10,000.0
$23,000.00
$23,000.00
$5,40000
-- ..-
$5400.0
_.
57,500.00, $7,500.00
105 Proj ct Signs
2
EA
$500.00
$1,000.00
..__ $SD0.00
_ $7,000.
$385.00 $770.
$400.00
$800.00
- $500
__. $1,000.00
S5DD.00i ....... $1.000....
_.. . .. 5500.00
_ ...........
. $500.00
............. 57
......._...._.... 37.500
201 Unclassified Street Excava5an
5136
CY
$10.00
$51,360.00
$14.50
$74,472
$13.34. $68,514.24
$8.50
$33,384.00
$11.851
$60,861.8
510.00' $51,360.
$15.00
$77,040.00
$15.00
$77,040.
512.001 $61,632.0
202 Unclassified Compacted Earth Fill
...... ... -... .......... ._.__.,._.._.__._.__.._... .... ...... "'. ......... - . ....... ......
1144
__ .
CY
$800
$8152.0
$7.55
$8,637.
$6.271 $7171
..
$3.05
$3,188.20
$2.50
52,860.
515001 317,160.00
$8,50
$7,436.00
$4.00
$4,578.
$18.00; $2 0, 592 .0
203 Rove FxrcSn eAs halt P avement
7171
BY
$5.00
$35.555.
$2.80
-
$78,810.3
$4.11; $28,228.21
$3.25
$23,110.75
$3.. 25
-
$29,110.7
..........__ _
$300; 521,333.
....._..
$7.00
.._
$49,777.0
,_...._ -_.__'___
$5.00
.. .. ...._....._ _.__..,_,
$35,555.
_.. .. ........_ __._'_
$4.50! $31,099.5
204 (Remov Existing Concrete Pavement and Flalwork
2604
BY
S7.DO
$18,228.
$4.95
$12,889.8
$5.741 $14,946.96
$5.28
$13,697.
$4.10
$10,876.4
$7.00 $78,228.
$7.00
$18,228.
$6.00
$15,824.
$10.001, $26.040.0
205 Remove and Reset w Replace Existing Sock or Stone MWboxes
8
FA
$1,000.00
$8,000.00
$1,500.00
$12,DOO.
$ 2,200.00 $17600.
$133.00
57084,
$90000
57200.
$400.00; $3,200.
$1,550.00
$12,400.0
5800.00
$6,400.
$550.001 $4, 400.
206 :Remove Existing Concrete Pipe (<-24 "Diameter)
884
LF
512.00
58,20800
$ 11f00
$7,524
5 5.02 E3,433.N
S548
53,748.3
$15.00
$10,280.
_. .... .._...... ___ _ ._ ..._ ..... ...
510.00 $6,840.
..........___. .___
$13.00
_.. ____._..._.
$8,882.
....._. .._._...__
$8.00
..._......_..._ ._....
$5,472
_._._- ........
$9.00 56,156.00
207 Remove Existing Concrete Pipe ( >24" Di ameter)
26
LF
$16.00
$416.00
$8,100.00
$16$429.00
$165$1,485.00
$7.071 $183.82
$13.27
$345.02
83,213.00
$16.00
$418.
$15.D0' $390.
$15.00
$390.0
$12.00
$312.0
$13.00: $338.0
208 Cut HPW Existing RCP (regardless of s
9
EA
$
$379.73 $9417.57
......_....
__....... $357.00
$450.00
24,050.
$500.00; 34,SOD.
$500.00
$4,500.
$500.00
$4
$160.00; $1,410.
308 :Remove Existing Inlet (regardless type or ze)
5
EA
$800.00
$4 50D
$550 $2,75000
$226.58 $7,132. 9
_ ._.___....
$500.00
82,500.00
..................
$ 550.00
$2,750.0
................... _�.._... .....____.
$500.00! $2,500.
-.._- _ .._...0.00
$400.00
-__- ..___
$2000.00
_...._... .......___.__._.
$925.00
$7625.
.._.. _.._
$842.00! $ , 51, 210.
3
EA
$750.00
$990 00
$570.09 51,710.27
5788.67
5500.00
57,500.00
$300.00j 5900.
5300.00
51,050.0
537500
51,125.0
SIBD 00 $1,440.
210 ;Adjus Top o E Sa n S ewer Manhole to Gratle
$225000
3330
$50607
1
EA
5300.00
3278.96 8.88
$21
$993.50
$820.00
' $620.00
$200 00 $200.
5250.00
$250.0
$260.00
$280.
$115.00 $115.00
271 Adjust M nine San. $ewer Cleanout to Grade
5300.00
$165
3165 00
$333 50
212 'Adjust San we Se Service Cleanout to Grade
1
EA
$250,00
8250.00
81,400.00
81,050.00
8165 00
$55.00
$17000
$165.00
838500
8770.00
$196,61 $198.81
3278.00
$278.00
$520 D0
$520.0
3200 00 $200.
$100.00
$100.
$200.00
$200.
$95.00 $95.00
273 'Adj V alve toG d
) Wet V
7
EA
$200.00
$20900 $1,463.00
8171.53 $120071
$147.20
51030.40
$500
585000
$3,500.
$200.00 $1,400.
$50.00
5350.
$700.00
$700.
$100005 $700.00
274 Adjust Water Meter to Grade
1
7
EA
5150.00
520700
$1,449.00
$5950.
$20000 $1,1000
$50.00
$350.0
$400.00
--
$2,800.
-- :-
$23000' $7,610.0
215 Relaeate and Adlust Water Meter to Grad
8
EA
$250.00
82,250.00
$275.00'
$2,475.00
1111 11 $424046
$270.25
$2,432.25
5880.00
37,740.0
$300. $2,700.0
$250.00
$2,250.
$700.00
$6,300.
$370.00 $3,3 3000
4
4
EA
EA
$750.00
$1,500.00
$406.81
51,827.24
$660.00
$2,640.0
$600.00; $2,400.
$500.00
$2,000.
$200.00
$800.0
$150.00' $600.
216 Remove and Salvage Fire Hydrant
$3,000.00
$6000.00
$275.00
$825 00':
$1,1110.00
$3,300.00
$428.92 $1,715.68
$811.77 $3247
217 Adjust or Relocate Fire Hydrant to Grade
577500
$3,100.
_ „ $1 200.00
$4,800.00
$1 900.00; $5,200.
S5D0.00
$2,000.
$2, 500.00
$10,000.
$800.00 $3,200.00
218 8" Lime Stabflizaton SUbgrade
12488
262.5
BY
TON
$4.00
$160.00
849,996.0
$42000.
$3,95
$160.00
$49,377.05
$42,DD0.
$2.15 $28,872.85
$151.80 $39.84750
5234
$29,247.88
52.
$34,897.20
$3.50, $43,746.5
$5.25
$65,619.75
$2.30
$28,747.7
$4 00 $48,996.00
219 ( Lime(hydrated)(42 Lbs7SY) _
5148.00
538,850.0
$150.00
$39,375.00
$150.00; $39,375.
$155.00
$40,687.50
5760.00
$42,000.0
$137.00'' 535,962.
11629
BY
$38.00
$428,784.3
536.88
5426844.84
$41801_
5488,092.20
$35.00i $407,D15.
$42.75
$497,139.75
.00
341:
$476,789.00
$57.00: $662.853.
220 B Thick Continuous Reim Concrete Pavement - Roadway
$418.644.0
$36.70
$34.28 $39864212
227 8TMckC h -us Rarat Stamped Concrete Pavement - Roadway
34
SY
$80.00
$2720.00
$90.00
$3,06000
$211.20 $7,180.80
$120.00
$4,080.00
$100.00
_
5 3, 400. 00
570.00' $2,980.0
$211.00
$7,174.00
$200.00'
$6,800.0
$11 000 $3,740.00
222 6 Thick C t R ( Stamped ConcreteP ose
-
MB
I
3_ $ 6927.80
$1 DB.00
$7.309.00
$90.00
$8,030.00
380.00i $4,020.
$103.00
$6,90 1.00
$150.00
$10,050.00
5 100 00' $67 00.00
6
721
... ...........
BY
.............
$ 40.00
$2884000
__..
_
$26,660.00
...... _.
_ _
$33.05'.. $23
..
$38.41
-
327 893.81
-- -
442 80
_
530,858.8
t .
55000 $38.050
$38.00
$27,398 00
223 6" Thick COnt nuous Re Concrete Pavement Drveway, Alleys
.... ... ........
$37.00
......
-
$38,00
... ---- -__. _ .._ .....
27 398. 398.00
$27.398...
... ......._.. -_......
$60.00 443,260.00 0
224 Concrete Constru Joint (18" j4 bars crilled a nd epoxy g outed on 12' t )
725
LF
$12.00
$8 700.00
$5.00
$3,625 DO
$7.81 35,6822
54 .34
.........
$3,146.50
$240
......... ....._._
$1,740.
__ ....... __... ..... . . .........
55.00 53,625.
..._..__... ..____...._...
55.50
._..
33,9117.5
85 00
83 625.00
E6 59 E4 777.75
225 4 Tnick,S wdeR rat Conc Sidewalks Adz t7o Curb
$30.00
$340
$7932200
2339
BY
$35.00
$81,655.00
$68,89000
$28.685 $82,244.40
531.70
$73,958.1
$3540
482,588.2
$30.001 $69,990.
$28.85
$87, 307.05
$47.00. $109651.00
907
BY
$40.00
$36280.00
$27,21000
$56.35 $511084
$40.88
,078.
33718
$4785
143,3BeA
535.00' $31,745.
$40.23
$38,488.81
226 SWde Rainl. Concrete Sidewalks adjacent to Retaining WWall (Ret. Wall Paid ep
d Saratey)
$3000
881.00
$73,467.0
$77001 464,397.00
227 R I Comet g R t W IIIntegral W (Sidewalk
Sidewalks _ Ik P d Separately)
__.._.. 3416
SF
58. 00
527
..._...
432.00
$
_....
5 $88,424.
$16.45
$56,193.2
$11.75,
$40,136.
$17.50 $59,780.
415.00
$ $51,240.
$360
$122978.00
$31.00 $105,896.00
l a P ai d at
228 Formliner(e Ret. Wall Integral wth Sidewalks (Ret W %Pad for Separ
SF
32.00
_ 36,
55.75
,-''
519842.00
_
55.2 318,000.84
$4.32
514,757.12
55.85
519,883.
$5.00 $17,080.
..
$77.00
$37,578.0
._
$6.25'
3416 _
..- ...
$21,350.00
.... .-
45.90; 478,104.
3416
$460' $15,713.60
229 Atldton of I M< . Separately)
gra Color for Ret Wall late gra with Sidew ( Rot Well Pad for p N)
.... 230
$F
_
$400
$13 664.
$2.75
....
$9,394.00
$1.44 54,019.04
$8.00
527,328.00
$3.50
311_ , 956.
$3. 50' $11,956.00
--
5250
$8,540.00
$55D
- -�
818,788.
TXDOT 8 read Foot,n Retunin Wall Per Detad "RW 1 H MOD'
Sp g g ( ) C ( )
5768
SF
515.00
388,520.0
$38.00
$181,504.00
555.78' 3321,739.04
548.82
$2 70,057.7
.......
440.13
..............
$231,188.84
_...,...._,,.
$90,00' $773,040.
S50.00
_
$288,400.00
- ....... -
$80.40
1463,74
_ - ___ _
$71.00 $409,528.00
237 Form Iher /ar TXDOT Spread FootngRetanng Wall Per D C(MOD)'
5768
SF
$2.00
$11,538.00
$5.75
$33,16800
55.28 590,512.7
$4.32
$24,917.7
$8.00
346,144.
$5.00 $28,840.
$13.50
$77,86500
$16.00
592,288.00
$13.50'. $77,868.D0
232 Addition of Integral Color for TXDOT Spread Footng Reta ng Wall ParDtaIRW C(MOD)
........ .1.... (It)
5768
SF
$4.00
$23,07200
$2.75
$15,86200
$1.44 $83059
$5.00
$28,640.00
$2.10
$12,112.8
$400 $23,072
$d.20
$24,225.
$20.00
$775,36000
E16.BD "'. $98,902.40
233 Temporary APhft Pavement (2'HMAC)
1546
BY
$12.00
$22,152.00
$33.00
$60,918.00
$8.21! $15,155.88
$18.75
$34,612.5
$24.30
_. .. .__......._
$44,857.8
.... __...___.._ .. ,.._._.. ............_
$8001 $16,614.
_ ___ .. ..........
$16.20
...- ..____
$29,905.2
_.._...... ........... -..... ..
$8.00
.........
$14,768.0
$ 14091 $26,010.14
234 : T e mporary Asphalt Pavement (2'HMAC with 11 aggregate base)
159
SY
$18.00
52,544.
$55.00
58 ,74500
5 52,838.74
$100.00
$15,900.
$25.00
$3,975.
$12.OD $1,908.0
$30.00
$4,770.
$25.00
$3,975.
$102.00; $16,218.00
ace -._
235 Rd Pavement Markers ClsscC Type
28
EA
$5.00
$140.0
$11.00
$308.00
$8.80 $184.8
$8.80
$784.8
31010
$280.0
$10.00 $28 0.
$__
$308.0
$15.00
$,
_..
$4.401 $123.20
236 Rased P avement Ma rkers, Cass C, Type FC
8
EA
$5.00
$30.
$78.50
$99.00
16.805 $52.80
$11.00
$66.00
11.11111
$15.00
__
$90.
$15.00 SBO.
$17.00
3102
$20.00
___
$720.
$4.101 $26.40
237 'Raised Pavement Marke Class C, Type I-R
8
EA
$5.00
$40.0!
$16.50
$132.
$8.80' $70.40
$16.50
$132.00
$15.00
$120.0
578.001 $128.
$17.00
$136.
$20.00
$160.
54.40' $35.20
238 Raised Pavement Markers Class C. Type (IAA
___ _.._........__ .. .................
848
.._......_......
FA
$6.00
$7,584.00
$3.00
$3,41280
$5.50 $521400
$5.47
$5185.
$3.25
$3, 081.0 (
SSW$ $ 7,584.
$
$3,41280
$4.00
$9,782.0
$4.40 $4,171.20
239 18 White Sodd Pav ement Markin
_.....
572
LF
$4.00
$2,288.00
...__..._ ..._..-
__ $24.20
$1
320.90 511,954.
____..___.._..
516.70
$9,552.4
$22.DO
512,584.
SID.00' $5,720.00
$24.20
$13,842.4
$25.00
314,300.
_ _
23.60 $2,059.20
240 Pavement Marking Sy
...._ ..__.._
4
EA
$120.00
S480.OD
$140,00
_
$660.00
$244.201 5975
$834.DD
$3,336.0
$125.00
2500.
$225.00- $900.
-_
$140.00
$560.
$150.00
$600.
$127.00
241 Tree R,, ,,,l and Disposal
77
EA
$850.00
$10.050.0(
$215.00
$16,555.00
$278.02 $2 1,407.54
$345.00
$26,565.
$89.00
$6,991.
$250.00 $19,250.
$827,00
$71,379.
$395.00
529,645.
$488.00' $37,576.0(
242 Tree lnstallaton
6
EA
51,800.00
$10800.00
$380.00
$2,160.
$537.80 53,227.4
5575.00
$3450.
$450.00
$2,700.
$3DD.DDI 51,800.
$500.00
$3,000.0
$500.0
$ 3,000.
$ 59,000.0
243 Turf Estabishment
5092
BY
$5.00
$25,460.0
$5.25
$26,733.00
$3.76: $19,145.9
$6.16
$31.36672
$18,549.
$5.00' $25,460.0
$6.75
$34,371.0(
$5.20
$26,478.4
55.00E $25,480.00
244 Remove and Replace Meta! Beam Guard Fence
_...... ...._.._ .. . ... ....... :. _. ... .......
332
-_.. .._.. .._,
LF
_..._. ..........
$5000
... .... ........
- $16, 800.
$38.50
$12,782.0
$31.431 $10434.7
$42.48
$14103.
$37.00
$12,284.
$2500 $8,300.0
$38.50
$12,782.
$40.00
$13
'$35.005 $11,620.
245 'T,DOT PR1 Ratng
672
LF
$60.00
$40,320.
$76.00
$51,072.
_._.
$88.10 $59,203.2
___.. ........
SID4.00
"---- ' - - ""'- _...._
$89,888.
_
$73.40
._...._._
$49,324.8
$12500, 5 84,000.01
......__.._.__
$78.00
....._..
$ 52416
$60.00
$4032D.
$78DD $51,072.
246
Rem and Re place 4' W,, Fence with W d Posts Like Existing
_
140
LF
$30.00
$4,20500
$16.00
$2,240.0
$20.041 $2,805.
$12.00
$1,680.
$1200
$1,680.0
$2D00, $2,800.
$20.00
$2,800.0
$15.00
$210
$10.00; $1,400.
247
.......,,,
Im aticm Re adAdustment
g 6 l'ele P 1
1
L8
S 25 00000
52 S , 000.00
73 2
.......... ....5 0000 .,........
313,20000
39 H07145 S98D7A4
520,00000
520000.
55000.00
55000.
34,000.00 14,000.
$10,700.00
$1
- "- " -"
$16,385.00
$16,985.0
510,000.00i $10,000.
248
Remove a Reset Traffic Sign
8
EA
3500.00
43,000.
5360.00
$2,180.0
$238.341 $1,429.44
....-.......
$165.00
..._.......... .......
$880.
..... ._.....-
$345.00
._....... .. .......
$20700. 0
_.
$900.00 $1,800.00
- -.-
$38(.00
_ . ..... $ ......
22,180.
.
$36060 .00
._
$2,160.0
...... .........._..__._ ..... .__
$417.00$ $2,502.
248
Finnish and and IInstall Tr S ign (New Installation)
8
FA
5750.00
S4,500.0(
$475.00
$2,850.0
$495.001 $2,070.00
$495.00
$2,970.DD
$450.00
$2,700.
$45 $2,700DD
$470.00
$2,820.0
$475.00
$2,850.
$431.00 $2,586.00
Construct BaInIntersect. Free Ramp at lntercti
19
EA
57,100.00.
$900
16,57864
$650.00
572350.
$700.00
$13,300.0
001 $22 ,800.00
51,200..
51,125,00
$21,975.00
$7,400.00
$26,600.00
$1,718 832,642.00
,,,..
257 I COnctruet
..,,,,,, ,,,,,,,,, ................._ .,..,,,. .__. ......
Banner Free Ramp at Alley
.......... -...
2
FA
,.,__._...._....$20.900_
$900.00
$1,800.
..._, ..,__.
5825.00
51,650.00
................ ....,
_ . . . ..... . ... ...
3897.10 $1,394
$63 6,00
$1,272.0
$400.00
$800.
$1,100.001 $2,200.0
$825.00
$1,650.00
$900.00
$1,800.00
$1,718.00, $3,436.00
252
Concr et N ow Str for S pre ad Foo Walls
2" v p 9
255
BY
$25.00
$8,375.
$50.00
$72,750.0
$16.08$ $4,605.30
$28.75
$7,331.25
$11.00
$10,455.
$30.00! $7,850.0
$29.00
$7,395.00
$40.00
$IO,2DO.D
$54.001 $13,
253
TXDDT C411 Rail
SW
SV
S SDD.00
S 275 000.
S 173 00
S 95 150 0
110.001 60 500 00
S f
522500
.
5129750.
5726.00
SBB 300.0
320000 Sit0,000.
$ 768.00
592,850.0
550.00
--
$27,500.
$218001 $119900.00
......_.... _I
254
.............. ._._._. -..__ ........,.,.. _ _ ... ........... ... ._...
Mefal Beam Guard Rail Transition
... ......_._...
1
...__-
EA
_._ _, _.. . .....
$3,500.00
.- . .... .... . ......._
$3,5DD.
.....
$1,400.00
$1,400 0
..... -...._ .... _.,__... .......
$617.10 $617.10
$1,320.00
$1,320.00
$1,300.00
$1,300.0
52,670.00 $2,470.00
$90.0 $25,200
350 00 $800.0
$2,000,00
$100.00
$48.00
$2,000.00
$2800000
$738.
$2,000.00
$110.00
$45.00
$2,000.00
$30,800.00
$720.00
$286.00 $28 6.00
$126.50 $35,420.00
340 DO $640.00
255
Greut
280
CY
$90.00
$25,200.
$99.00
527,72000
$5.00 $1,400.0
$87.00
$24,360.0
$195.00
554.800.
. 901
17 RCP CL 111 Rubber Gaskated
16
LF
$48.00
$768.
34200
$672.00
S44.651 $714.40
$58.51
$938 1
$52 20
$835.2
302
18" RCP (CL III) - Rubbe Gasketed
537
LF
$52.00
$27,924.
$48.40
$25,990.80
44657 E25,008.09
$4753'. $11,830.03
$49.27
$28,457.99
$58.00
$31,146.00
SBD 00 $32,220.
$56.00
$90,072
154.00
$2 8,988.00
$42005 822554.00
34600' $1154
303
21 RCP (CL III) - Rubbx Gasketed
351
LF
$83.00
$75,582.
$51.70
512,97670
$50.93
$88.38
$12,783.49
527,420.38
$62.00
$67.00
$15,562.00
$26867.00
• $70.00
$SD.04
$15,060.
$68.00
$17, 068.00
304
...........
24 " RCP (CL 111) - Rubber Gxketed
......... .... .._,.... .. ...... __.... ............ ... ...........
401
LF
$67.00
$26867.
$68.20
$27,348.20
$5386'. $21,597.86
575.00 590,075.00
576.00
$30,476.00
$90.00
$3609000
$54.00, $21,654.00
305 30"
RCP (CLIII)- Rubber Gasketed
_........
191
LF
$82.00
515,862.
$83.60
$15,987.
$67,34,
$7511
514,537.01
$7900
$15,089.00
5 80.00 $ 17,190.00
$100.00' $57,400.00
$108.00
$71200
$20,628.
$64,288.
$114.00
$150.00
$21,774.00
$86,100.00
571.00 $13,561.00
$94.005 $53,858.00
306 36'
RCP (CL 111) - Rubber Gasketed
574
LF
_
$92.00
$52,8080(
$63,140.
-
$93.01'
...... _
$59,387.7
$118.14
$67,812. 36
S1OD.DO
........
$57,400.00
367 Trench
Su
$ a/elY and Pp�
107 0
LF
$ 100
S 1070.
5 110
$ 2,1 87
$ 2 04
$4
SO.BB
$1 881.20
$055
............
$1 083.50
......_
! .
$200 53,840
$1,00
$1,07
$0.50
--
4965.00
__ --
S1.00i 31,970.00
308 Storm
Drain Manhole Structure mdud conn ections proposed a n d ex. pipe nn ections
1
EA
$4,500.00
$4.5000(
$6,3800(
$7,880.1
$7,095.00
$7,085.
$5,800.00
E5,600.�
510,000.001 $10,000.
$2,400.00' $31,200.
57800.00
$ 3,5 0 0.00
$7,800.
$45,500,
$13100.00
$3,200.00
173,700.00
$41,60000
53,047.50 $3.047.50
$2,898.00. 837 674.00
309 Type
1 Inlet
13
EA
$2,775.00
$36,075.0
$3, 630.00
$47,190.
$2,204.39'
$28,657.0
$2,750.00
$35,750.
$3,700.00
$48
.- 350 Fxtensi
.
-frT ilnlsls
ype ._._.... ......._.._.____.. ......_ ............ .. ..._. ......_.. ... .., _......_
21
..,............ -..
FA
.... ......._.
$50000
......'-'
$10500. (1.
__.- ..._. -. .... .
$7045.00
......... ..
$21,945.(K
........ .........._...
555 86,18
.... _....
_ ......$11880 ..
___.._ ..... $980.00
.......... $20780.__
..,__$�00
............... $78900.......
$500004...._...
....._.......
57,100.00
$900.00
__._.
$18900.00
81,000.50__ $21,07050
311 I Furnish
and Install 2k2' Drop trial with Curb.
1
EA
$3,200.00
$3,200.
$2,310.00
$2,310.
$1,816.62
$1,816.
$2,200.00
$2,200.
59,200.00
$3,200.
-... .......510,500
$1,100.00 $1,100.
_.........._
$3,000,00
.._$23100_
$3,000.
_.._...__...
32,000.00
................
52,000.
36 00.00' $ 6 0 0.00
312 Furnish
and Install 2h2' Drop Inlet
7
FA
$2,250.00
$2,250.
12
$2.1500( 52.150.0
$1,420.56
57,420.
$1,925.DO
$2,650.00
$2,650.
5800.005 5900.
$,Do $750.00
. 32,500.00
$2,500.0
51,900.00
$1,900.0
$552 $552.0
313 Connect
toExisting Storm DralnageMmhals
_...._... ................ .__......
1
EA
$750000
$1,500.00
$660.00
$B60
$427832]
$
3{71.50
$
$1,800.00
$1,800.
$5,428. $5,428.0(
$750.
$2,200.00
4220000
4743.00' 4743.00
314 10
.., _ _..�.____.._. ., _.. .. ,._,. , ._..
Sh. 40 PVC for conne t o Ex. St- P iping
_. ...........
14
LF
,._ ._ . _._ ._ _.._ _
$40.00
...._...........
3560.0
.....
$38.50
_................
$539.
........_ .........1..
511.971
3587.5(1
, ___... ..........._
$41.50
.........
...
$420.00
.......
55,880.
..- _......... __ _.._ ._
$50.00' 3700.00
.........
$43.00
'- _
5602.
5104.00
81,456.00
$61 005 8854.00
14 Grate Inlet
1
FA
5400.00
5400.
51,500.00
$7,500.
. 315
5790.15
5780.15
3880.00
A
51,870.00
51,970.
5450.001 $450.00
51,000.00
51,000.0
3800.00
3600.00
52,250.005 52,250.00
401 i8 PVCW t t Pipe(SDR- 35)with Class "A -1 "Embedment
.. ___.
...._..
148
LF
$42.00
$8216.
$4070
$8,029
$35.94
$53181
$45.91
$2000
52,980.
$ 50 . 00, $7,40000
535.00
55,160.
$8200
59,178.
335.00'5 15,180.00
......... ..... _
402 Wastewate Mai nline Cleaned
......
..,._ ..,, -_. ... ._.._
1
_ .. .. .._
EA
... _.__._ -._
$1,800.00
............. _...........
57,800.
__...
$500 00
...1 .........
$500.
.......
__...__I.
$819.29
....................._
$Big.
SSD5.00
5841.67
$ 9 41.87
5600,005 $600•
$650.00
3650.D
_ - $1,200.00
$1,200.0
$471.50 $471.50
Page 1 of 2
CITY OF COPPELL, TEXAS
DEFOREST ROAD RECONSTRUCTION - PROJ. NO. ST 05 -01
BID PROPOSAL TABULATION
BID NO. Q- 1011 -01 BID DATE: OCTOBER 20, 2011
PROJECT: DEFOREST ROAD RECONSTRUCTION E
Engineers E
Estimate T
Tlseo P
Paving Co. X
XIT
McMahon C
Contracting LP J
Jim Bowman Construction C
Co. LP CPS CNN S
REM NO DESCRIPTION OF UNIT Q
QUANTITY U
SYS Construction C
Company Inc. C
Camino Construction, L
LP
REBCOM, INC.
UNIT U
UNIT PRICE T
TOTAL AMOUNT U
UNIT PRICE T
TOTAL AMOUNT U
UNIT PRICE TOTAL AMOUNT
UNIT PRICE T
TOTAL AMOUNT U
UNIT PRICE T
403 l Connection to Existing W astewa te r Manhole 1
1 F
TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT U
UNIT PRICE T
TOTAL AMOUNT U
UNIT PRICE T
TOTAL AMOUNT U
UNIT PRICE TOTALAMOUNT
401 'SandaryS Serv1 t
FA 5
51,200 00 $
$1,200 0
0 (
5
550.00 $
$ 968 22
5675.00 5
- ..... ....... -... ...., 3
t E
EA
3850 00 .
.... 3860 5
5825.00 7
N25 0
00 5830.87 $830.87 5782.02 $
3782.0
5852.50 '
'
750.00 5
$750.00 5
5700.00 $
$700.N $
$743.0 $743
._ 5
148 L
LF.. .
51.00 $
5718. S
$1.10 .
,....... N
._ _. _........_ ,... -.. .... ...... .
... ._...__.... 5
$413 83 $
5 ... 51000.00 $7000.00 _
51.10000 5
57100.00 -
$t 00000 5
51 000.00 $
_._..
pe -
70 L
LF $
$32.00 $
$2,240. .
sbe.00
58180. S
.. .- $
$115.4! $
$3.25 $
$481 $2.0 S
S im $
$148.00 $
... _.._....... ... .
$1 _
....- _..... $506
1 0' - PVC W
75 L
LF .
328 00 $
$2,100 $
$66.00 S
... .
.. _ -_ __ -
$70.75 $
$4,952.50 $60.001 54,200.00 3
3105.00 3
37,950.00 .
.... 576.00 $
$ _
$ 10 9. 50 -
- ..__ - - -_- 1
1 E
EA .
- -..... 7
........_ .
... _._. .............. ........ _ _ ....... .
33 128. $
$47 50
53,582.50 $50.00 $3750.0 $
$7700 s
55775.0
$71.00 _
$5325.0 $
_ $
505 6 "G 8
1 E
EA 3
31,00000 5
51,0000 5
51700.00 $
$1,700.00 $
-_ _ - -_ $
_ 3
$2,612.50 320 00.0 0 __$2,000. -
52,10000 5
... ...... .
..... _
__ $
_56.700
....,..., ............ _. -.,... 5
3 F
FA $
$80000 $
$2,400 $
$835.00 $
$2805.00 $
$ 1,56911
57,120.
$7,712.50 $
2.50 3
$1,15000 2
21,150. 5
51,300.00 5
51.300.00 $
$2,980,
-- _.._ 5
1 5
5250.00 ,
5250.00 $
. .
......_......_., _
_._._ ..... __. E
$2400. $
$2,612.50 $
$7.637.50 $ 600.00' 5
5725 00
52 775. 5
51,000 00
59000.0/ .
to Ex $
2 F
FA $
$1,200.00 5
52,4000 $
$2,200.00 5
5369.00 -
9. 5
$ 5
5942.50 .
............. .... .. 5
..._..._._ _ ......... .
... ........._._..... .. _
_.- _...__. 5
52.526.
508 Conn act to Ex. 8" Waterline 5
t F
FA 5
54,400.00 5
53,081.881 N,1B3.32 $
$3,350.00 -
...._ -
$500. S
SBOO.W S
SBOO.N
,........ t
(PVC) (SCHD 40 t
Page 2 of 2