WA8801-AG 881213SUI~NIS',;IUN i,LAIJLII~k: D;UU p.m.
Rev.: Effective 1/20/88 .~
AGENDA REQUEST FORM
REF/FILE NUMBER
FOR CITY COUNCIL MEETING: 12/13/88 .,-
: 274 / ~"l~g ....
II.
ITEM CAPTION : Discussion and consideration of a reconunendation for .
award of contract to -McLean Construction Co., Inc. for the 24" Crossto~n ~'
Waterline and Miscellaneous Waterlines project and authorizing 'the Mayor to.sign.
III.
ACTION RECOMMENDED : Award contract to tv l clean Cnn$tmq~ctinn Cn., Tn~. in fh~
contract amount of $1,377,797.30 ~or the constn~ticm n~ l.ine~ A,R,C, ~nH D
of the 24" CrosstownWaterline ~na Miscel]~neo,,~ Water]ine~ prn~ect.
IV. REP. IN ATTENDANCE
A: STAFF - Russell Doyle, P.E., City. Hngineer
vI.
B: O~ER- G~nn. Inc. - Kevin PeiF~er, P.$., Proj~t F~pineer
NOTIFICATION TO : N/A -"~'~\
METHOD OF CONTACT:
DATE : ·
FINANCIAL REVIEW: 1. BUDGETED
2. BUDGET AMOUNT
3. ESTIMATED AMOUNT FOR THIS ITEM
~. AMOUNT OVER OR UNDER BUDGET
5. LOW BIDDER RECOMMENDED
SOURCE OF FUNDING
CO'S OR BONDS FUNDS '- '., :
(Series or year authorized)
OPERATING BUDGET (Account NUmber) : .. ''~' . '." .'... ',-":";..'
oTHER ' ' "' ' ' .: "' · '=."=' """ :. "':::' ': j." ].":: .:">:!"" "~'!'
· .
~ YES NO
,750,0~~,
,SVT,TQT~=-$O
{372,202
CITY MANAGER'S COMMENTS/RECOMMENDATION FOR AGENDA ITEM
I. Item #24
City Council Agenda Dated: 12-13-88
II. COMMENTS/RECOMMENDATION:
The balance of funds in the amount of $372,203.70 is
earmarked for the construction or design of the 24"
waterline. The awarding of this contract, as well as the
Village Parkway Pump Station, will complete all of the items
that were voted on by the citizens in the 1984 Bond
Election.
GINN, INC.
December 5, 1988
CONSI;LTING ENGINEERS
Mr. Russell Doyle, P.E.
City of Coppoll
P.O. Box 478
Coppoll, TX 75019
Re: 24" Crosstown Water Line and Miscellaneous Water Lines
Project - Coppell, TX 'F}41~ ~~cT 15 F0~ ~% ~q ~' W, ~vl.q'O
~ds ~e~e =ece~ved a~ C~y ~a~ on ~Z o~ ~he above
ids were received on two alternate pipe materials also for this
project at the request of the Public Works Department. These
alternates proved not to be competitive with the base bid items,
therefore, we recommend that only the base items be considered in
the award.
McLean Construction Co., Inc., P.O. Box 10759, Killeen, TX
76547, (817) 634-4514, submitted the lowest base bid in the
amount of $1,377,797.30. This firm has done similar type
projects for the cities of Abilene, Nacogdoches, Laredo, the
Brazos River Authority and Central Texas Water Supply Corporation
to name a few. The contract amounts for these projects ranged
from $400,000 to $7,500,000. They currently are doing similar
projects for the cities of Temple and Amarillo with contract
amounts of $830,000 and $977,000, respectively.
We have researched this company and based on high recommendations
from their references regarding past performances on similar type
projects, we recommend award of the contract to McLean
Construction Co., Inc. in the amount of $1,377,797.30. We
For addi~tional background information, we wish to bring to your o1~
attention some other facts and issues concerning this project.
Originally, when the 1986 Revenue Bond program was approved, it
included a project called the 24" CrO~stown Waterline projec__t.
The budget for this project, referred to as Lines A and B, was
$2,0'00,000. The scope consisted of instailing a z4" diameter
size' w~[~'rline from the new elevated storage tank to the proposed
pump station site which, at that time, was the existing Sandy
Lake Road pump station. site. The project will provide a loop in
the City's water transmission system. With Construction prices
at an all time low, our construction estimates being $250,000
17103 Preston Road ® Suite 100 ® LB 118 ® Dallas, Texas75248 ® Phone 214/248-4900
lower than the original 1986 estimate, our awareness of the
City's need to loop the Parkway Blvd. distribution system (City
Hall is currently fed from only one direction, that being from
the west) and our awareness of the other half of Parkway Blvd. to
be constructed sometime in 1989, we decided to include the scope
of this project, Line C, into the 24" Crosstown Waterline
project.
The cost of Line C is $151,428.50. While the overall cost would
be funded by the City at this time, as each of the properties
having frontage to Parkway Blvd. develop, a pro-rata
reimbursement would be due back to the City as per the
City/Univest-ABQ Agreement dated August 4, 1982.
Our figures show that the breakdown of costs that each entity is
responsible for, based on frontage and current bid prices, is as
follows:
ABQ $99,410.88
Univest
$11,103.00
City of Coppell
$40,914.62
Total Cost =
$151,428.50
We recommend that the City, in the near future, adopt a pro-rata
ordinance to document and establish these costs and to stipulate
that these amounts are due at the time of final platting for each
property.
We also included Line D into the scope of this project which
loops the existing distribution system at the Carter Drive and
Moore Road intersection. Again, due to the large scope of the
24" Crosstown Waterline project, we saw an opportunity to
accomplish this work at reasonable unit prices. The cost of Line
D is $12,879.00. This line is not a reimburseable cost to the
City but is needed to insure uninterrupted fire flow protection
for the residents on Carter Drive.
Please call if you have any questions.
Sincerely,
Kevin Peiffer
cc:
H. Wayne Ginn, P.E.
File 274
\
/
/
/
!
LINE "B'
(24" RCCP)
BID TABULATION
FOR
24" CROSSTOWN WATERLINE AND NISCELLANEOUS WATERLINES
Name of 8tdder Total 8id With Total Bid With 8oth
McLean Construction Co., Inc.
Dickerson Construction Co.
Haukos Construction Co.
Circle C Construction Co.
Green/Sieben, Joint Venture'
Garney Companies, Inc.
J. L. Bertram Contruction Co.
Murray Construction Co.
Brazos Valley Utilities, Inc.
1 377 797.30
1 454 822.00
1 590,011.00
1 736 106.00
1 782,850.00
1 786,471.50
1 822,319.05
I 851,848.11
2,098,848.70
$ NO BID $ NO BID
$ 1,625,907.00 $ 1,464,225.50
$ 1,719,632.00 $ 1,600,759.00
$ NO BID $ NO BID
$ NO BID $ NO BID
$ NO BID $ NO BID
$ 1,904,506.40 $ 1,833,604.45
$ NO BID $ NO ~ID
$ 2,252,105.85 $ 2,103,147.g0
$ NO BID
$ 1,635,311.50
$ 1,730,380.00
$ NO BID
$ NO BID
$ NO BID
$ 1,915,?gl.80
$ NO BID
$ 2,256,405.05
NOTES:
1. Alternate No. 1:
Substituted Ductile Iron Pipe (CL 50) for Pretensioned Concrete Cylinder Pipe (C303) for Lines A and B
(both 24" diameter size)
Alternate No. 2: Substituted Polyvinylchloride P!pe-PVC {CL 150) fop Ductile Iron Pipe (CL 50) for Line C
(both 16" diameter size)
"NO BID" ~ Implies that price for alternate was not competitive with the base item price so no price was bid
BID TABULATION FOR:
OWNER: CITY OF COPPELL, TX
BID DATE: NOVEMBER 22, 1988
8[0 TIME: 10:00 AM
ITEM DESCRIPTION
NO. :
LINE A
5.2.9C16 CONC. ENCASE. OF EXIST. SANITARY SEWER:
6.4-A 48' STEEL ENCASE., PIPE, IN-PLACE
6.4-8 18' STEEL ENCASE. P[PE, IN-PLACE
6.5-A SAW CUT EXIST. CONC./ASPHALT
6.5-8 REMOVE/REPLACE EXIST. CONC./ASPHALT
6.7.3-A 21' DIAM. PCCP (C303) PRETEN CONC PIPE:
6.1.3 B RELOCATE/AOJUST EXIST. 8' OIAM WTRLN
6.7.3[ A TIE-IN TO EXIST 24' AT STA. 0+00
COMPLETE-IN-PLACE
6.7.3I 8 TIE-IN TO PROP. 12' AT STA 27+47 :
COMPLETE'IN-PLACE :
6.7.3I C TIE-IN TO EXIST 12' AT STA 101+60 :
COMPLETE-IN-PLACE :
6.T.31 0 TIE-IN TO EXIST 12' AT STA 127,B7 :
COMPLETE-[N-PLACE :
6.7.3I E TIE-IN TO EXIST 24' AT STA 159+60 :
COMPLETE-IN-PLACE :
6.7.3K A 24' 8UTTERFLY VALVE CO~P-IN-PLACE :
6.7.3K 8 12' GATE VALVE WITH RISER. COMP-IN-PLC:
6.7.3K C 6' GATE VALVE WITH RISER, COMP-IN-PLC:
6.?.3L A AIR/VACUUM RELEASE VALVE, TYPE 1 :
COMPLETE, SEE PLANS :
5.7.3L 8 AIR/VACUUM RELEASE VALVE, TYPE 2 :
COMPLETE. SEE PLANS :
6.?.3M A RELOCATE/ADJUST EXZST FIRE HYORANT :
8.3 A INST 4' WIDE CONC SIDEWALK (4' THICK):
6.3 C GAW/REMVE/REPLC CONC RIP-RAP :
GABIONS INCLUDED :
TS'A-I TRENCH SAFETY, CASE 1 OVER 5' UP TO :
10' DEPTH :
TS-A-2 TRSNCM SAFETY, CA~E 2 OVER 10' TO :
15' OEPTN :
TS-A-3 TRBCH SAFETY, CASE 3 OVER 15' UP TO:
20' DEPTH :
SUB-TOTAL LINE A :
CROSSTOWN HATERLINE AND MISCELLANEOUS WATERLINES
: QTY : UNIT: MCLEAN CONSTRUCTION CO. : DICKERSON CONSTRUCTION CO. : HAUKOS CONSTRUCTION-CO. : CIRCLE C CONSTRUCTION
: : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMCUNT : UNIT PRICE AMOUNT
30 LF $45.00 $1,350.00 $15.00 $450.00 $12.00 $350.00 $75.00 $2,250.00
: 600 LF $145.00 $87,000.00 $220.00 $132.000.00 $110.00 $65,000.00 $250.00 $150,000.00
: 1~0 LF $57.00 $7,370.00 $75.00 $0,250.00 $80.00 $8,800.00 $55.00 $7,150.00
: 261 LF $1.00 $26!.00 $2.00 $522.00 $1.00 $261.00 $2.00 $522.00
: 88 SY $65.00 $5,720.00 $30.00 $2,540.00 $20.00 $1,760.00 $27.50 $2,420.00
16130 LF $35.40 S571,002.00 $39.50 $637,135.00 $5t.00 $822,630.00 $45.00 S725,950.00
: 85 LF $60.00 $5,100.00 $27.50 $2,337.50 $8.00 $680.00 $35.00 $2,975.00
: 1 LS $1hO00.O0 $11,000.00 $13,200.00 $13,200.00 $3,000.00 $3,000.00 $7,500.00 $7,500.00
1 LS $1,500.00 $1,500.00 $2,400.00 $2J00.00 $1,100.00 $1,100.00 $500.00 $500.00
1 L5 $2,300.00 $2,300.00 $!,975.00 $1,975.00 $2,000.00 $2,000.00 $500.00 $500,00
1 LS $5,300.00 $6,300.00 $6,500.00 $6,500.00 $4,000.00 $4,000.00 $500.00 $500.00
1 LS $2,300.00 $2,300.00 $2,200.00 I2,200.00 I2,000.00 I2,000.00 $10,000.00 $TO,0O0.OO
~ EA i5,400.00 $37,800.00 $5,600.00 $39,200.00 $5,000.00 $35,000.00 $5,500.00 $38,500.00
2 EA $850.00 $l,/0O.00 $750.00 $1,500.00 $750.00 $1,500.00 $900.00 $1,800.00
1 EA $325.00 $325.00 $400.00 $400.00 $300.00 $300.00 $400.00 $400.00
3 EA $I,025.00 $3,015.00 /1,075.00 $3,225.00 S],200.00 $3,600.00 $850.00 $2,550.00
7 EA $1,800.00 $12,600.00 S3,500.00 $24,500.00 $2,900.00 $20,300.00 $4,400.00 $30,800.00
1 EA $400.00 $400.00 $1,250.00 $1,250.00 $800.00 S800.00 $800.00 $800.00
56 SY $31.00 $1,73~.00 $18.00 $1,008.00 $8.00 $448.00 $25.00 $1,~00.00
2 LS $5,000.00 $10,000.00 $1,000.00 $2,000.00 $400.00 $000.00 $3,000.00 $6,000.00
1 LS $3,500.00 $3,500.00 $2,700.00 $2,?00.00 $1,000.00 $1,000.00 $4,000.00 $4,000.00
1 LS $1,600.00 $~,600.00 $3,500.00 $3,500.00 S2,000.00 $2,000.00 S5,000.00 $5,000.00
1 LS St,S00.00 $1,500.00 $4,100.00 $4,100.00 $3,000.00 $3,000.00 $6,000.00 $6,000.00
$775,439.00 $992,992.50 $981,339.00 $!,007,4t7.00
j
iTEM OESCRIPTION : QTY : UNET: MCLEAN CONSTRUCTION CO. : OICKERSON CONSTRUCTION CO. : HAUKOS CONSTRUCTION CO. : CIRCLE C CONSTRUCT!ON
NO. : : : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT
LINE B :
5.2.5 A REMOV~
6.2.6 8 REMOVE
6.2.6 C REMOVE
6.2.6 O RE,MOVE
6.2.5 E REMOVE
6,2.6 F REMOVE
5.2.6 G REMOVE
5.2.5 H REMOVE
5.2.6 I REMOVE
6.2.8 J REMOVE
6.2.6 L REMOVE
5.2.6 M RE~VE
6.2.5 N REPLC
6.2.9Ct6
6.4A
6.5A
5.58
6.7.3 A
6.7.3C
5.7.31F
6.7.31G
6.7,3KA
6.7.3LA
6.7.3LB
TS-8-t
TS-8 -2
TS-0-3
6.7.30
6.7.3K8
6.7.3M8
6.40
TS-C-I
TS-C-2
6.7.3IM
'REPLC EXIST 2' CEDAR ELM TREE
'REPLC E~IST 3' CEOAR ELM TREE
'REPLC EXIST 4' CEDAR ELM TREE
'REPLC EXIST 5' CEDAR ELM TREE
rREPLC EXIST 5' CEDAR ELM TREE
tREPLC EXIST 8' CEOAR ELM TREE
'REPLC EXIST 9' CEDAR ELM TREE
~REPLC EXIST 3' OAK TREE ,
~REPLC EXIST 4' OAK TREE
IREPLACE EXIST 5' OAK TREE
/REPLC EXIST 4'MAGNOLIA TREE
/REPLC EXIST 6' MAGNOLIA TREE
XIST GRASS DISTRUBED DURING
20
19
16
11
11
3
1
1
1
2
2
1
1
CONST. W/SOL[O SO0 (INCLDS MISC LINE A:
AND D LOCATIONS) :
CONC ENCASE OF EXIST SANIT SEWER ~[N: 50
48' OIAM STEEL ENCASE PIPE, COMPLETE : 280
SAW CUT EXIST CONC/ASPHALT : 1201
REMOVE/REPLC EXIST CONC/ASPHALT : 35a
24' OIAM PCCP (C303) PRETENS CONC : 5183
CYLINDER PlPE :
RELOCATE/AOJSUT EXIST 10' WATERLINE : 330
TIE-IN TO EXIST 24' AT STA 9+96, CIP: 1
TIE-IN TO EXIST 24' AT STA 62+27, CIP: 1
24' BUTTERFLY VALVE, COMP-IN-PLACE ; 2
AIR/VACUUM RELEASE VALVE, TYPE 1, C[P: 2
AIR/VACUUM RELEASE VALVE, TYPE 2, CIP: 3
TRENCH SAFETY, CASE 1 OVER 5' UP TO : 1
10' DEPTH :
TRENCH SAFETY, CASE 2 OVER 10' UP TO: I
15' DEPTH :
TRENCH SAFETY, CASE 3 OVER 15' UP TO: 1
20' DEPTH :
~8-TOTAL LINE 8 :
LINE C :
:
16' O[AM. OUCT[LE IRON PIPE, CLASS 50: 2687
COMPLETE-IN-PLACE :
16' 8UTTERFLY VALVE, WITH RISER, : 6
COMPLETE-IN-PLACE :
6' FIRE HYOP, A. NT ASSEMBLY, W/GATE VALVE:
COMPLETE-IN-PLACE
42' O[AM, STEEL ENCASE. PIPE
COMPLETE-IN-PLACE
TRENCH SAFETY, CASE 1, OVER 5' UP TO
10' OEPTN
TRENCH SAFETY, CASE 2 OVER 10' UP TO
15' OEPTH
TIE-IN TO[ ~[ST 16' AT DENTON TAP/
PARNNAY 8LVE., COMPLETE
SUB-TOTAL LINE C
215
EA $550.00
EA $550.00
EA $550.00
EA $550.00
EA $700.00
EA $700.00
EA $700.00
EA $550.00
EA $550.00
EA S550.00
EA $550.00
EA $700.00
LS $14,000.00
LF $30.00
LF $150.00
LF $1.00
SY $65.00
LF $52.50
LF
LS
LS
EA
EA
EA
LS
LS
LS
$25.80
$2,850.00
$600.00
$5,400.00
$I,025,00
$1,800.00
$1,250.00
$500.00
$300.00
LF $35.50
EA $2,300.00
EA $1,380.00
LF I130.00
LS $650.00
LS 1100.00
LS I2,500.00
$11,000.00
$!0,450.00
$8,800.00
$6,050.00
$7,700.00
$2,100.00
$700.00
S550.00
$550.00
$1,100.00
$I,100.00
$700.00
$14,O00.O0
$1,500.00
$42,000.00
$1,201.00
$23,560.00
$272,625.80
$8,51{.00
$2,850.00
$600.00
$10,800,00
$2,050.00
$5,400.00
$1,250.00
$500.00
$300.00
S438,050.00
$95,380.50
$13,800.00
$0.00
$11,040.00
$0.00
$27,950.00
$0.00
$650.00
$100.00
$2,500.00
$151,420.50
;300.00
;300.00
;300.00
;350.00
;350.00
;500.00
;600.00
300.00
300.00
350.00
300.00
400.00
$15,000.00
$15.00
$220.00
$2.00
$30.00
$43.50
$25.50
$4,000.00
$1,500.00
$5,600.00
$1,075.00
$3,500.00
$900.00
$1,150.00
$1,300.00
$35.00
$2,500.00
$350.00
$205.00
$500.00
$590.00
$5,000.00
$6,000.00
$5,700.00
$4,800.00
$3,850.00
$3,950.00
$1,500.00
$60O.OO
$300.00
$300.00
$700.00
$600.00
$400.00
$15,000.00
$?50.00
$61,600.00
$2,402.00
$10,920.00
$225,460.50
$8,415.00
$4,000.00
$1,500.00
$II,200.00
$2,150.00
$10,500.00
$900.00
$1,150.00
$1,300.00
$395,047.50
$94,045.00
$15,000.00
$2,800.00
$44,075.00
$500.00
$590.00
$5,000.00
$152,010.00
$40.00
$50.00
$60.00
$70.00
$90.00
$I00.00
$100.00
$100.00
$150.00
$200.00
$200.00
$325.00
$20,000.00
$10.00
$120.00
$1.00
$20.00
$63.00
$12.00
$1,000.00
$1,000.00
$5,000.00
$1,200.00
$4,000.00
$1,000.00
$1,000.00
$1,000.00
$41.00
$2,300,00
$2,000.00
$90.00
$500.00
$500.00
$3,500.00
;800.00
;950.00
;950.00
;770.00
;990.00
;300.00
;100.00
;100.00
;150.00
;400.00
;400.00
;325.90
$20,000.00
$500.00
$33,600.00
$1,201.00
$7,280.00
$326,529.00
$3,960.00
$1,000.00
$!,000.00
$10,000.00
$2,400.00
$12,000.00
$1,000.00
$1,000.00
$1,000.00
$428,?15.00
$110,t67.00
$13,800.00
$16,000.00
S19,350.00
$500.00
S500.00
$3,500.00
$~63,811.00
$250.00
$250.00
$250.00
;300.00
;350.00
500.00
;600.90
;250.00
;250.00
;250.00
;250.00
;500.00
$5,000.00
$75.00
$250.00
$2.00
$15.00
$?0.00
$35.00
$3,000.00
$2,000.00
$5,500.00
$850,00
$4,400.00
$2,500.00
S2,500.00
$5,000.00
$41.00
S3,500.00
$1,200.00
$200.00
$1,000.00
$2,000.00
$1,000.00
$5,000.00
$4,?50.00
$4,000.00
$3,300.00
$3,850.00
$1,500.00
$590.00
$250.00
$250.00
$500.00
$500.00
$500.00
$5,000.00
$3,750.00
$70,000.00
$2,402.00
$5,460.00
$362,810.00
$tl,550.00
$3,000.00
$2,000.00
$11,000.00
$1,700.00
$13,200.00
$2,500.00
$2,500.00
$5,000.00
$526,872.00
$110,167.00
$21,000.00
$9,600.00
$43,000.00
$1,000.00
$2,000.00
$1,000.00
$187,767.00
,J
ITEM DESCRIPTION :
NO. :
LINE 0 :
6.4 C 27' OIAM. STEEL ENCASE. PIPE
COMPLETE-IN-PLACE
6.7.3 8 8' PVC, OR14 PIPE COMP-IN-PLACE
6.7.3K D 8' GATE VALVE WITH RISER, COMPLETE-
IN-PLACE W/TAP SLEEVE
5.7.3 N 8'X6' REDUCER COMPLETE-IN-PLACE
0.3 8 REMOVE/REPLC EXIST. CONC. SIOEWALK
TS-D-1 TRENCH SAFETY, CASE 1 OVER 5' UR TO
10' OEPTH
SUB-TOTAL LINE D
ALL 1
ALT. 2
TOTAL BASE BIO PRICE
24' OUCTILE IRON PIPE CLASS 50,
MJ FITTINGS IN LIEU OF 24' PCCP
16" PVC PIPE, CLASS tSO, (DR18)
IN LIEU OF I6' DE (LINE C)
TOTAL BID PRICE WITH ALT. 1 ONLY
TOTAL BID PRICE WITH ALT. 2 ONLY
QTY : UNIT: MCLEAN CONSTRUCTION CO. : DICKERSON CONSTRUCTION CO. : HAUKOS CONSTRUCTION CO. : CIRCLE C CONSTRUCTION :
: : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT :
: 75
LF ; IGLOO
:
LF : $30,00
EA : $2,300.00
:
EA : $130.00
SY : $31.00
LS : $800.00
LF :
LF
$2,400.00
$2,300.00
$120.00
$40.00
$450.00
$130.00 $250.00
$12~.00 $18.00
$800.09 $!,000.00
$12,979.00
$t,377,797.30
NO BID
NO
$48.50
$38.50
$9.000.00
$3,200.00
$450.00
$250.00
$72.00
$I,000.00
$13,972.00
$1,454,822.00
$1,033,680.50
$103,449.50
$1,025,907.00
$1,464,225.50
$120.00
$52.00
$1,600.00
$100.00
$20.00
$1,200.00
$60.00
$45.00
$g,O00.O0
$4,160.00
$!,500.00
$100.00
$BO.O0
$1,200.00
$15,140.00
$1,590,011.00
$1,278,780.00
$120,915.00
$I,719,532.00
$1,500,759.00
$120.00
$35.00
$050.00
$200.00
$50.00
$1,000.00
$g,O00.O0
$2,900.00
$850.00
$200.00
$200.00
$1,000.00
$14,050.00
$1,738,106.00
NO 810
NO BID
TOTAL BID PRICE WITH ALT. 1 AND ALT. 2:
CONFI~EO 8Y ~NN INC. ON
' GION'TO BE AN ACCU~X~'X~6 TROE
OF 8[08 RECEIVED ON THE ABOVE REFERENCED DATE FOR THE
24' CROSSTOWN WATERLINE AND MISCELLANEOUS WATERLINE PROJECT.
$1,635,311.50
$I,730,380.00
j
ITEM OESCRIPTION : QTY : UNIT: GREEN/SIEBEN, JOINT VENTURE : GARNEY COMPANIES, INC. : J.L. BERTRAM CONSTRUCTION : MURRAY CONSTRUCTION CO,
NO. : : : UNIT PRZE AMCUNT : UNIT PRICE A..~UNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT
LiNE A :
6.2.9C10 CONC. ENCASE. OF EXIST. SANITARY SEWER: 30
6.4-A i8' STEEL ENCASE., PIPE, IN-PLACE : 600
0.4-8 18' STEEL ENCASE. PIPE, IN-PLACE : 1~0
0.5-A SAW CUT EXIST. CONC./ASPHALT : 25~
6.5-8 REMOVE/REPLACE EXIST. CONC./ASPHALT : 88
6.7.3-A 24' DIAM. PCCP (C303) PRETEN CONC PIPE: 15130
6.?.3 8 RELYATE/ADJUST EXIST. 8' O[AM WTRLN 85
8.7.3I A TIE-IN TO EXIST 24' AT STA. 0+06
COMPLETE-IN-PLACE
6.7.31 8 TIE-IN TO PROP. 12' AT STA 27+47
COMPLETE-IN-PLACE
5.7.3I C TIE-IN TO EXIST 12' AT STA 101+50
COMPLETE-iN-PLACE
6.7.3I D TIE-IN TO EXIST 12' AT STA 127+87
COMPLETE-IN-P~CE
6.7.3I E TIE-IN TO EXIST 24' AT STA 159+50
COMPLETE-iN-PLACE
LT.3K A 24' BUTTERFLY VALVE COMP-IN-PLACE
6.7.3K 8 12' GATE VALVE WITH RISER, COMP-[N-PLC:
6.7.3K C 6' GATE VALVE WITH RISER, COMP-IN-PLC
6.7.3L A AIR/VACUUM RELEASE VALVE, TYPE 1
COMPLETE, SEE PLANS
6.7.3L 8 AIR/VACUUM RELEASE VALVE, TYPE 2
COMPLETE. SEE PLANS
6.T.3M A RELOCATE/ADJUST EXIST FIRE HYORANT
8.3 A INST 4' WIDE CONC SIDEWALK 44' THICK)
8.3 C SAN/REMVE/REPLC CONC RiP-RAP
GABIONS INCLUDED
TS-A-1 TRENCH SAFETY, CASE I OVER 5' UP TO
10' DEPTH
TS-A-2 TRENCH SAFETY, CASE 2 OVER 10' TO
15' DEPTH
TS-A-3 TRENCH SAFETY. CASE 3 OVER 15' UP TO
20' DEPTH
SUB-TOTAL LiNE A
1
1
1
1
1
?
2
1
7
I
56
2
1
1
I
LF
LF
LF
LF
SY
LF
LF
LS
LS
LS
LS
EA
EA
EA
EA
EA
EA
SY
LS
LS
LS
LS
$80.00
$225.00
$200.00
$5,00
$25.00
$50.50
$50.00
$!0,000.00
$?,000.00
$7,000.00
$10,000.00
$4,000.00
$5,500.00
$1,500.00
$550.00
$1,200.00
$3,500.00
$350.00
$30.00
$9,500.00
$2,000.00
$3,000.00
$4,000.00
$2,400.00
$135,000.00
$22,000.00
$1,305.00
$2,200.00
$814,555.00
$5,100.00
$10,000.00
$7,000.00
$7,000.00
$10,000.00
$4,000.00
$38,500.00
$3,000.00
$550.00
$3,600.00
$24,500.00
$350.00
$1,680.00
$19,000.00
$2,000.00
$3,000.00
$4,000.00
$1,120,750.00
$20.00
$300.00
$!30.00
$1.50
$32.00
$46.50
$20.00
ST0,000.00
$2,500.00
$3,000.00
$10,000.00
$2,000.00
$3,500.00
$800.00
$400.00
$1,000.00
$2.500.00
$800.00
$32.00
$7,000.00
$5,000.00
$5,000.00
$5,000.00
$500.00
$180,000.00
$14,300.00
$391.50
$2,815.00
$750,045.00
$l.700.00
$10,O00.OD
$2,500.00
$3,000.00
$10,000.00
$2,000.00
$24,500.00
$!,600.00
$400.00
S3,000.00
$17,500.00
S800.00
$1,792.00
$!4,000.00
$5,000.00
$5,000.00
$5,000.00
$t,055,844.50
$25.00
$243.00
$69.00
$2.00
$18.00
$54.40
$31.00
$3,100.00
$1,500.00
$1,000.00
$4,000.00
$500.00
$4,100.00
$780.00
$300.00
$1,000.00
$2,160.00
$400.00
$15.00
$1,000.00
$2.000.00
$5,000.00
$10,000.00
$50.00
$145,800.00
$?,590.00
$522.00
$!,584.00
$877,472.00
$2,635.00
$3,100.00
$1,500.00
$I,000.00
$4,000.00
$500.00
$20,700.00
$1,560.00
$300.00
$3.000.00
$!5,120.00
$400.00
$840.00
$2,000.00
$2,000.00
$5,000.00
S10,000.00
$1,115,373.00
$25.00: $750.00
$293.00: $159,800.00
$118.00: $12,980.00
$3.00: $783.00
$25.00: $2,200.00
$49.92: $805,209.50
$75.00: $6,375.00
$14,750.00; $14,750.00
$4,900.00: $4,900.00
$4,900.00: $4.900.00
$4,900.00: $4,900.00
$8.500.00: $8,500.00
$0,365.00: $23,555.00
$725.00: $!,450.00
$310.00: $310.00
$950.00: $2,550.00
$2,250.00: $15,750.00
$950.00: $950.00
$19.00: $1,004.00
$2,500.00: $5,000.00
:
$500.00: $500.00
:
$500.00: $500.00
$500.00: $500.00
:
: $1,088,170.00
j
ITEM OESCRIPT[ON :
NO. :
LINE B
5.2.5 A REMOVEIREPLC EXIST 2' CEDAR ELM TREE :
6.2.6 8 REMOVE 'REPLC EXIST 3' CEDAR ELM TREE :
5.2.5 C REMOVE'REPLC EXIST 4' CEDAR ELM TREE :
6.2.6 O RE~VE 'REPLC EXIST S' CEDAR ELM TREE :
6.2.6 E REMOVE~REPLC EXIST 5' CEDAR ELM TREE :
6.2.6 F REMOVE~REPLC EXIST 8' CEDAR ELM TREE
6.2.5 G REMOVE~REPLC EXIST 9' CEDAR ELM TREE
6.2.6 H REMOVE~REPLC EXIST 3' OAK TREE · :
5.2.5 I REMOVE~REPLC EXIST 4' OAK TREE :
6.2.5 J RE~VE ~REPLACE EXIST 5' OAK TREE :
5.2.5 L REMOVEtREPLC EXIST 4' MAGNOLIA TREE :
6.2.6 M REMOVE ~REPLC EXIST 6' MAGNOLIA TREE :
6.2.6 N REPLC EXIST GRASS OISTRUBED DURING :
CONST. W/SOLID SOD {INCLOS MISC LINE A:
AND D LOCATIONS) :
6.2.9C16 CONC ENCASE OF EXIST SANIT SEWER MAIN:
6.4 A 48' DIAN STEEL ENCASE PIPE, COMPLETE :
6.5 A SAW CUT EXIST CONC/ASPHALT :
6.5 8 REMOVE/REPLC EXIST CONC/ASPHALT :
6.7.3 A 24' 0TAN PCCP (C3030 PRETENS CONC :
CYLINDER PIPE :
6.1.3 C RELOCATE/AOJSUT EXIST 10' WATERLINE :
6.7.3I F TIE-IN TO EXIST 24' AT STA 9+96, CIP :
6.7.3I G TIE-IN TO EXIST 2~' AT STA 62+27, C[P
6.7.3K A 24' .BUTTERFLY VALVE, COMP-IN-PLACE :
6.7.3L A AIR/VACUUM RELEASE VALVE, TYPE 1, CIP:
6.7.3L B AIR/VACUUM RELEASE VALVE, TYPE 2, CIP:
TS-8-1 TRSCH SAFETY, CASE 1 OVER 5' UP TO :
10' DEPTH :
TS-B-2 TRENCH SAFETY. CASE 2 OVER 10' UP TO:
15' DEPTH :
TS-B-3 TRENCH SAFETY, CASE 3 OVER 15' UP TO:
20' DEPTH :
SUB-TOTAL LINE 8 :
LINE C :
6.7.3 0 )6' OIAN. ~CT[LE I~N PIPE, C~SS 50:
COMPLETE-IN-PLACE :
6.7.3K 8 16' BUTTERFLY VALVE. WITH RISER, :
COMPLETE-IN-PLACE :
6.7.3M 8 6' FIRE HYORANT ASSEqSLY, W/GATE VALVE:
COMPLETE-IN-PLACE :
6.4 D 42' 01AN. STEEL ENCASE. PIPE :
COMPLETE-IN-PLACE :
TS-C-I TRENCH SAFETY, C~E 1, OVER 5' UP TO:
10' DEPTH :
TS-C-2 TRENCH SAFETY, CASE 2 OVER i0' UP TO :
15' DEPTH :
6.1.3[ H TIE-IN TOI EXIST 16' AT OENT~ TAP/ :
PARKWAY 8LVE., COMPLETE
SUB-TOTAL L[NE C :
QTY : UNIT; GREEN/SIEBEN, JOINT VENTURE : GARNEY COMPANIES, INC. : J.L. 8ERTRAM CONSTRUCTICN : MURRAY CONSTRUCTION CO. :
: : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT :
20: EA
19: EA
15: EA
11 :EA
11: EA
3 :EA
I:EA
I:EA
I:EA
2:EA
2:EA
}:EA
I:LS
50: LF
280: LF
1201: LF
364: SY
5183: LF
:
330: LF
I:LS
I:LS
2:EA
2:EA
3:EA
I:LS
:
I:LS
I:LS
2687: LF
6:EA
:
8:EA
:
215: LF
:
I:LS
:
I:LS
:
I:LS
$125.00
$165.00
$225.00
$375.00
$450.00
$575.00
$675.00
$175.00
$225.00
$375.00
$375.00
$450.00
$34,000.00
$80.00
$200.00
$5.00
$25.00
$50.00
$10.00
$3,000.00
$1,000.00
$4,500.00
$1,200.00
$6,000.00
$2,000.00
$3,000.00
$4,000.00
S45.00
$2,500.00
$1,800.00
$200.00
$2,000.00
$3,000.00
$6,200.00
$2,500.00
$3,135.00
$3,600.00
$4,125.00
$4,950.00
$2,025.00
$575.00
$175.00
$225.00
$750.00
$750.00
$450.00
$34,000.00
$4,000.00
$56,000.00
$6,005.00
$9,100.00
$259,150.00
$3,300.00
$3,000.00
$1,000.00
$9,000.00
$2,400.00
$18,000.00
$2,000.00
$3,000.00
$4,000.00
$437,315.00
$120,915.00
$15,000.00
$14,400.00
$43,000.00
$2,000.00
$3,000,00
$6,200.00
$204,515.00
$120.00
$120.00
$120.00
$120.00
$!20.00
$120.00
$120.00
$12O.O0
$120.00
$120.00
$120.00
$120.00
$12,000.00
$20.00
$300.00
$2.00
$35.00
$5?.00
$25.00
$2,000.00
$2,000.00
$3,500.00
$1,000.00
$2,500.00
$2,000.00
$2,000.00
$2,000.00
S42.00
$1,500.00
$2,000.00
$280.00
$1,000.00
$1.0O0.O0
$8,000.00
$2,400.00
$2,280.00
$1,920.00
SI,320.00
$1,320.00
$360.00
$120.00
$120.00
$!20.00
$240.00
$2~0.00
$120.00
$12,000.00
$1,000.00
$84,000.00
$2,402.00
$12,740.00
$347,261.00
$8,250.00
$2,000.00
$2,000.00
$7,000.00
$2,000.00
$7,500.00
$2,000.00
$2,000.00
$2,000.00
$504,713.00
$112,854.00
$9,000.00
$16,000.00
$60,200.00
$1,000.00
S1,000.00
$8,000.00
$208,054.00
;130.00
;150.00
;200.00
;370.00
;410.00
;710.00
;gO0.O0
;ISO.O0
;180.00
390.00
$1,260,00
$1,520.00
$7,700.00
$25.00
$243.00
$2.00
$16.50
$68.15
$24.30
$400.00
S400.00
$4,100.00
$1,000.00
$2,160.00
$500.00
S1,000.00
$2,000.00
$46.80
$2,150.00
$1,760.00
$180.00
$1,000.00
$2,000.00
$5,700.00
$2,500.00
$2,850.00
S3,200.00
$4,070.00
$4,510.00
$2,130.00
$900.00
$150.00
$1B0.O0
$780.00
$2,520.00
$!,520.00
$7,700.00
$1,250.00
$68,040.00
$2,402.00
$6,006.00
$353,221.45
$8,019.00
$400.00
$400.00
$8,200.00
$2,000.00
$6,480.00
$S00.O0
$1,000.00
$2,000.00
$493,028.45
$125,751.60
$12,900.00
$14,080.00
$38,700.00
$1,000.00
$2,000.00
$5,700.00
$200,131.60
575.00
575.00
~575.00
;740.00
;740.00
;740.00
;740.00
;575.00
;575,00
;740.00
;740.00
;710.00
$7,625.00
$25.00
$293.00
$3.00
$25.00
$59.42
$25.00
$5,500.00
$2,250.00
$3,365.00
$850.00
$2,250.00
$500.00
$500.00
$500.00
$46.95
$1,900.00
$2,100.00
$233.00
$500.00
$500.00
S25,000.00
$11,SO0.O0
$10,925.00
$9,200.00
$8,140.00
$8,140.00
$2,220.00
$?4O.OO
$575.00
$575.00
$1,480.00
$1,480.D0
$740.00
$7,525,00
$!,250.00
$?9,240.00
S3,603.00
$9,100.00
$307,973.86
$8,250.00
$5,500.00
$2,250.00
$6,730.00
$1,700.00
$6,750.00
$500.00
$500.00
$500.00
$497,185.86
$126,154.55
SI1,400.00
$16,800.00
$50,095.00
$500.00
$500.00
$25,000.00
$230,449.65
ITEM DESCRIPTION : Off : UNIT: GREEN/SIEBEN, JOINT VENTURE : GARNEY COMPANIES, INC. : J.L. BERTRAM CONSTRUCTION : MURRAY CONSTRUCTION CO. :
NO. : : : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT :
LINE O :
5.4 C 27' DIM. STEEL ENCASE. PIPE
COMPLETE-IN-PLACE
6.7.3 B 8' PVC, DRI4 PIPE COMP-IN-PLACE
B.?.3N D 8' GATE VALVE WITH RISER, COMPLETE-
IN-PLACE W/TAP SLEEVE
B.?.3 N 8'X6' REDUCER COMPLETE-IN-PLACE
8.3 8 RE~VE/REPLC EXIST. CCNC. S[OENALN
TS-D-I TRENCH SAFETY, CASE 1 OVER 5' UP TO
lO' DEPTH
SUB-TOTAL LINE D
ALL t
ALT. 2
TOTAL BASE BID PRICE
24' DUCTILE IRON PIPE CLASS 50,
MJ FITTINGS IN LIEU OF 24' PCCP
16' PVC PIPE, CLASS 150, (DR18)
IN LIEU OF 16' OI (LINE C)
75 LF
80 LF
1 EA
1 EA
4 BY
1 LS
21313 LF
258? LF
TOTAL BID PRICE WITH ALT. 1 ONLY
TOTAL BID PRICE WITH ALT. 2 ONLY
TOTAL BID PRICE WITH ALL 1 AND ALT. 2:
OF BIDS RECEIVED ON THE ABOVE REFERENCED DATE FOR THE
24' CROSSTOWN NATERLINE AND MISCELLANEOUS WATERLINE PROJECT.
$200.00
$20.00
$I,400.00
$150.00
$30.00
$2,000.00
$15,000.00
$1,500.00
$1,400.00
$150.00
$120.00
$2,000.00
S20,270.00
$1,782,850.00
NO BID
NO BID
$160.00
$50.00
$500.00
$!00.00
140.00
$1,ODO.OO
$12,000.00
$4,000.00
$500.00
$100.00
$160.00
$I,000.00
$17,760.00
11,786J71.50
NO BID
NO BID
I106.00
$7,950.00
$48.00 $3,840.00
$1,300.00 $1.300.00
$I00.00
124.00
$500.00
$61.50
$51.00
$100.00
$g6.00
$500.00
$13,785.00
$1,822,319.05
$1,312,B00.80
$137,037.00
$1,904,506.40
$1,833,504.45
$1.915,791.80
$403.00
$40.00
$2.100.00
$160.00
$25.00
$250.00
I30,225.00
$3,200.00
$2,!00.00
$160.00
S100.00
S250.00
$36,035.00
$1,851,848.11
NO DID
NO BID
,j
ITEM OESCRIPTION
NO,
LINE A :
5.2.9C15 CONC. ENCASE. OF EXIST. SANITARY SEWER:
6.4-A 18' STEEL ENCASE., PIPE, IN-PLACE :
6.4-8 18' STEEL ENCASE. PIPE, IN-PLACE :
5.5-A SAW CUT EXIST. CONC./ASPNALT :
5.5-8 REMOVE/REPLACE EXIST. CONC./ASPHALT
6.7.3-A 2t' 0JAM. PCCP (C303) PRETEN CONC PIPE:
5.7.3 8 RELOCATE/ADJUST EXIST. 8' 0IAM NTRLN
5.7.3I A TIE-IN TO EXIST 24' AT STA. 0+0G
COMPLETE-IN-PLACE
5.1.3[ 8 TIE-IN TO PROP. 12' AT STA 27+47
COMPLETE-IN-PLACE
6.1.3[ C TIE-IN TO EXIST 12' AT STA
COMPLETE-IN-PLACE
6.1.3[ 0 TIE-IN TO EXIST 12' AT STA 127+97
COMPLETE-IN-PLACE
6.?.3[ E T[E-[N TO EXIST 24' AT STA 159+60
COMPLETE-IN-PLACE
5.1.3K A 24' 8UTTERFLY VALVE COMP-IN-PLACE
6.7.3K 9 12' GATE VALVE WITH RISER, COMP-IN-PLC:
5.1.3K C 6" GATE VALVE NITH RISER, COMP-IN-PLC:
6.7.3L A AIR/VACUUM RELEASE VALVE, TYPE 3 :
COMPLETE, SEE PLANS :
6.?.3L 8 AIR/VACUUM RELEASE VALVE. TYPE 2 :
COMPLETE, SEE PLANS :
6.7.3M A RELOCATE/AOJUST EXIST FIRE HYDRANT :
8.3 A INST 4' WIDE CONC SlOEWALK (4' THICK):
8.3 C SAW/REMVE/REPLC CONC RIP-RAP :
GABIONS INCLUDED
TS'A-t TRENCH SAFETY, CASE 1 OVER 5' UP TO :
lO' OEPTH :
TS-A-2 TRENCH SAFETY, CASE 2 OVER 10' TO :
15' DEPTH :
TS-A-3 TRENCH SAFETY, CASE 3 OVER 15' UP TO;
20' DEPTH :
SUB"TOTAL LINE A
QTY : UNIT: 8RAZOS VALLEY UTILITIES, INC.
: : UNIT PRICE AMOUNT
30 LF
LF
LF
LF
SY
LF
LF
LS
1 LS
1 LS
600
110
261
I
LS
LS
EA
EA
EA
EA
EA
EA
SY
LS
LS
LS
LS
l
56
2
$24.30: S729.00
$371.00: $222,500.00
$118.00: $12,g80.00
$2.45: $639.4~
$36.45: $3,207.60
$59.80: $954,574.00
$24.95: $2,120.75
$5,09}.00: $5,091.00
$1,458.00: Sl,45a.Oe
$1,427.00: $1,42?.00
$4,529.00: $4,529.00
$8,865.00: $8,865.00
$4,324.00: $30,258.00
$096.00: $1,792.0D
$303.00: $303.00
$1,034.00: $3,102.00
$3,481.00: $2(,367.00
$739.00: $738.00
$10.50: $588.00
$2,350.00: $4,700.00
$7,0t5.00: $7,015.00
$10,800.00: $10,800.00
$4,500,00: $4,600.00
: $1,316,493.80
,j
ITEM DESCRIPTION :
NO. :
LINE B :
6.2.6 A REMOVE/REPLC EXIST 2' CEDAR E~ TREE : 20
6.2.6 B REMOVE/REPLC EXIST 3' CEDAR ELM TREE: 19
6.2.6 C REMOVE/REPLC EXIST 4' CEDAR ELM TREE : 16
6.2.6 D REMOVE/REPLC EXIST 5' CEDAR ELM TREE : 11
6.2.6 E REMOVE/REPLC EXIST 6' CEDAR ELM TREE : 11
6.2.6 F REMOVE/REPLC EXIST 8' CEDAR ELM TREE: 3
6.2.6 G REMOVE/REPLC EXIST 9' CEDAR ELM TREE: t
6.2.6 H REMOVE/REPLC EXISl 3' OAK TREE
6.2.6 I REMOVE/REPLC EXIST 4' OAK TREE : 1
5.2.6 J REMOVE/REPLACE EXIST 5' OAK TREE : 2
6.2.6 L REMOVE/REPLC EXIST 4' MAGNOLIA TREE : 2
6.2.6 M REMOVE/REPLC EXIST 6' MAGNOLIA TEE :
6.2.6 N REPLC EXIST GRASS DISTRUBED DURING :
CONST. W/SOLID SOD (INCLDS MISC LINE A:
AND O LOCATIONS) :
6.2.9C16 CONC ENCASE OF EXIST SANIT SEWER MAIN: 50
6.4 A 48' DIAM STEEL ENCASE PIPE, COMPLETE: 280
6.5 A SAW CUT EXIST CONC/ASPHALT : 1201
6.5 B REMOVE/REPLC EXIST CONC/ASPHALT : 364
6.?.3 A 24' DIAM PCCP (C303) PRETENS CONC : 5183
CYLINDER PIPE
6.7.3 C RELOCATE/ADJSUT EXIST 10' WATERLINE : 330
6.7.31F TIE-IN TO EXIST 24' AT STA 9+96, CIP : 1
6.l.31 GlIB-IN TO EXIST 24' AT STA 62+27, CIP: 1
6.?.3K A 24' BUTTERFLY VALVE, COMP-IN-PLACE : 2
6.7.3L A AIR/VACUUM RELEASE VALVE, TYPE 1, CIP: 2
6.7.3L 8 AIR/VACUUM RELEASE VALVE, TYPE 2, CIP: 3
TS-B-1 TRENCH SAFETY, CASE 1 OVER 5' UP TO : 1
10' OEPTH :
TS-B-2 TRENCH SAFETY, CASE 2 OVER 10' UP TO:
15' DEPTH
TS-B-3 TRENCH SAFETY, CASE 3 OVER 15' UP TO: 1
20' DEPTH :
SUB-TOTAL LINE B :
L]NE C :
6. ?.3 D 16' D]AM. DUCTILE IRON PIPE, CLASS 50: 2687
COMPLETE-IN-PLACE :
6.l.3K B 16' BUTTERFLY VALVE, WITH RISER, : 6
C~PLETE-IN-PLACE :
6.?.3M B 6' FIRE HYDRANT ASSEMBLY, W/GATE VALVE: 8
COMPLETE-IN-PLACE :
6.4 D 42' D]~. STEEL ENCASE. PIPE : 215
COMPLETE-IN-PLACE :
TS-C-1 TRENCH SAFETY, CASE 1, OVER 5' UP TO: 1
10' DEPTH :
TS-C-2 TRENCH SAFETY, CASE 2 OVER 10' UP TO: 1
15' DEPTH :
6.7.33 H TIE-IN TOI EXIST 16' AT DENTON TAP/ : 1
PARXNAY 8LVE., COMPLETE :
SUB-TOTAL LINE C :
QTY :UNIT: BRAZOS VALLEY UTILITIES, INC, : UNIT PRICE AMOUNT
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
LS
LF
LF
LF
SY
LF
LF
LS
LS
EA
EA
EA
LS
LS
LS
$175.00
$203.00
$300.00
$465.00
$585.00
$?00.00
$815.00
$225.00
$295.00
$470.00
$292.00
$585.00
$10,500,00
$22.50
$353.00
$2.45
$34.95
$63.95
$26.80
$2,853.00
$1,159.00
$4,824.00
$1,034.00
S3,481.0D
$4,485.00
$7,950.00
$1,800.00
,
$43.40
$2,834.00
$2,006.00
$299.00
$2,415.00
$1,200.00
$11,492.00
$3,500.00
$3,857.00
$4,800.00
$5,126.00
$6,435.00
$2,100.00
$815.00
$235.00
$295.00
$940.00
I584.0.0
$585.00
$10,500.00
$1,t75.00
$98,840.00
$2,942.45
$12,721.80
$331,452.85
$8,844.00
$2,853.00
$1,159.00
$8,648.00
52,058.00
$10,448.00
$4,~85.00
$7,950.00
$1,800.00
$535,154.10
$116,615.80
$17,004.00
$16,048.00
$64,285.00
$2,415.00
$1,200.00
$11,492.00
$229,059.80
.,,.}
ITEM OESCRIPTEON : QTY : UNIT: 8RAZOS VALLEY UTILITIES, INC.
NO. : : : UNIT PRICE AMOUNT
LINE O
5.4 C 27' 01AM. STEEL ENCASE. PIPE
COMPLETE-IN-PLACE
6.7.3 B 8' PVC, OR~4 PIPE C~P-IN-PLACE
5.7.3K 0 8' GATE VALVE WITH RISER, COMPLETE-
IN-PLACE W/TAP SLEEVE
5.7.3 N 8'X6' REOUCER COMPLETE-iN-PLACE
8.3 ~ REMOVE/REPLC EXIST. CONC. SIDEWALK
TS-O-1 TRENCH SAFETY, CASE 1 OVER 5' U~ TO
10' DEPTH
SUB-TOTAL LINE 0
ALT. 1
ALT. 2
TOTAL BASE BiD PRICE
24' DUCTILE IRON PIPE CLASS 50,
MJ FITTINGS IN LIEU OF 24' PCCP
16' PVC PIPE, CLASS 150, (OR18)
IN LIEU OF 16' D[ (LINE C)
75
50
1
LF
LF
EA
EA
SY
LS
21313 LF
268? LF
TOTAL BID PRICE WITH ALT. 1 ONLY
TOTAL BID PRICE WITH ALT. 2 ONLY
TOTAL 8[0 PRICE WITH ALL 1ANO ALL 2:
OF 8[0S RECEIVED ON THE ABOVE REFERENCEO OATE FOR THE
24' CROSSTOWN WATERLINE AND MISCELLANEOUS WATERLINE PROJECT.
$!78.00
$29,00
$2,126.00
$193.00
$!5.00
$92.00
$68.00
$45.00
$13,350.00
$2,320.00
$2,125.00
S190.00
$50.00
$92.00
$2,098,848.70
$1,449','284.00
S120,915.00
$2,252,105.85
$2,103,147.90
$2,256,(05.05
,J