HomeMy WebLinkAbout04. CIP 19-02-Award Contract-All Cities Engineering, Inc.-Telelgraph Rd. Water System ImprovementsItem No.
_PM',9 BY
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL c, 'Y MA.—AGER
FROM: OFFICE OF THE CITY MANAGER
BY: DELFINO R. CONSUNJI, P.E., DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
I =1 JI I I Ji I a ZLqVJL, I NU ztepl 2-01 bVis
Award contract to All Cities Engineering, Inc. in the amount of $1,374,625 for
Telegraph Road Water System Improvements, Capital Improvement Project (CIP)
19-02;
2. Authorize transfers of $750,000 and $60,000 from CIP Water Fund Account Nos. 51-
1-8684 and 51-1-8680 to CIP Water Fund Account No. 51-1-8683 to cover the total
project cost;
3. Authorize Mayor to execute contract agreement in a form approved by City Attorney;
and
4. Authorize Public Works Director to execute any change orders or additional scope of
work for this project, deemed necessary or desirable up to the approved project
budget.
P&Ialeu
On June 11, 2019, the City Council approved plans and specifications and granted authority to
advertise the subject project for bids (Attachment B). The proposed water improvements include
replacement of existing fire hydrants; installation of additional fire hydrants where adequate fire
water protection is currently lacking; installation of new copper water service lines; replacement
of old water meters with new remote -read advanced water meters to help improve water meter
reading efficiencies; abandoning of redundant undersized water mains, and installation of new
water mains, valves, fittings, and appurtenances.
CI P NO. 19-02 TELEGRAPH ROAD WATER SYSTEM IMPROVEMENT PROJECT
JULY 23, 2019
PAGE #2
gjor—] fitzltwltoll� &-a v I Ig III V 0 1&
CONTRACTOR LOCATION BID AMOUNT
All Cities Engipee(ing, Inc.--",--- Jurupa Valley . ..... $1,374,625
Big Ben, Inc. Irvine $1,531,665
Williams Pipeline Contractors, Inc. Somis $108J'3'6-"
MNR Construction, Inc. La Verne $2,044,850
Construction is anticipated to begin in late July 2019 and be completed in December 2019,
weather permitting.
This project is categorically exempt per Section 15302 Class 2(c) of the California
Environmental Quality Act (CEQA) Guidelines.
I" I ArALS0111 21 D1 I W:J V w,' "M
The total estimated cost of the project, including construction contract, contingencies, design,
inspection, construction management, contract administration, and materials testing is
$1,760,000. The following is a breakdown of the total project costs:
9
CIP NO. 19-02 TELEGRAPH ROAD WATER SYSTEM IMPROVEMENT PROJECT
JULY 23, 2019
PAGE #3
Description Amount
Construction Contract $1,374,625
Contingency (10%) $137,463
SUB -TOTAL CONSTRUCTION COST: $1,512,088
Design $23,800
Inspection, Construction Engineering/Management & Contract Admin. $224,112
TOTAL ESTIMATED PROJECT COST: $1,760,000
The project will be funded from the Water Fund, including transfers of $750,000 and $60,000 from
Capital Improvement Program Water Fund Account Nos. 51-1-8684 and 51-1-8680 to Capital
Improvement Program Water Fund Account No. 51-1-8683 through requested City Council action
in order to keep all project funds in one account.
FUNDING SUMMARY
Account No, Fund Name Amount
51-1-8683 Telegraph Road Water Improvements CIP Account* 1,760,00Q
Includes transfers of $750,000 and $60,000 from CIP Water Fund Acct. Nos. 51-1-8684 and 51-1-8680 through
City Council action
ATTACHMENTS
Attachment • — Project Location Map
Attachment B — Plans
Attachment C — Bid Summary
N
CIP NO. 19-02 TELEGRAPH ROAD WATER SYSTEM IMPROVEMENT PROJECT
JULY 23, 2019
PAGE #4
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Cily OF DOWNEY
DEPARTMENT OF PUBLIC WORKS
PROJECT LOCATION MAP
NTS
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Zmelonand Reconnect to Existing Water Main by Cimatmeiing Par Itincer, I and 2
1 1
D.Im1'AI'.l1I11Telegraph Road
Octet 'Bl' at 9300 Telegraph Road
JR.utahi He. T.. fwmchi
Hol top axisPing 11i an,,, will 11-mcl , 11-oal 1,11,111,1 11 C",
gale valve, 90 -inch MJxFL adapter, and all associated materials
Hot top mia[lng 8-iP.h ormn with 8 -inch x 6 -inch MJxFL lapping sleeve, 6 -inch FL C509 gate
4 valve, 6 -much MdxFL adeder, and allausocuded pandromis
coast. Water for., ruinous, And O'nue4weat fetpraapmenla
5 Furnish and install 6 -inch MJ 1125° DIP bend
Furnish and match 6 -inch MJ 22 5' DIP bend
7 F.rmah mad-fiall 6-meh MJ 45' DIP bend
Furnish Ph arclunald 6 -inch MJ sai
rah end
n
:m�� P -mw IJ 1Y DIP bond
10 Furnish.nlo92-inch
xtl-inch WxPE DIP reducer
it Furnish and install 10 -much x 6 -ouch WxPE DIP reducer
Furnish and install now 8-mclux 6 -inch FL Lee, 6 -inch MJxFL C509 gale valve, 6 -inch MJxFL
12 C509 gate valve, and all .—sumed malexpal.
Furnish and install new 8-mah x6-mch MJxFL Lee, 6-nich FL C509 gale valve, 6-onch MJxFL
93 adapter, and ...stated materials
Furnish and install now 10-mch x 8 -inch FL Press, 10-mah Vi C509 gale valve 10 -inch
MJxFL adapter, 81 MJxFL C509 gate valve, 8 -inch MJxFL adapter, and assecuiled
[_14materialsIsolate, cul, and dowaler musling cinch main, remove existing valve, and furnish and install
1
5 new 6 -inch MJ or MJxFL C509 gate valve
Isolate, out, and dowaler existing B-mch main, remove existing valve, and furnish and firsell
16 now 8 -inch MJ or MdxFL C509 gate valve
Isolate, cul, and doevaer existing 8-mch main, remove existing tee and valve Furnish and
undall as. 8 -inch what sleeves, B-meh CIL 52 CML DIP, and a.ed.ld onrlidale
AbandonlPlug remaining portion of existing main (Ste 115403 Ste 147421, Ste 147+65,
ppp 17 St. 150,31, St. 189467, and Ste 202455)
Isolate, on[, and deactor a,usling 4 -inch main, remove exisling fee, furnish and insult new 4 -
inch solid sleeves, 4 -inch CL 52 CML DIP, and associated materials AbPnd.,IPIag nourelung
18 Portion of existing 4 -inch main (thi Avenue and Bircircreal Road)
isolate, cal, and deander existing mains, Furnish and install new 12 inch x 8 -inch FL lee, 12-
nch Mi C509 gate valve, 12-unch MAFL adapter, B -inch MJxFL adapter, ri AJ 45°
DIP vertical bends, and connect exishng 8 -much main to 12 -inch main AboadoWPIng remaining
19 portion of existing 8 -arch main (Ste 204481)
Isolate, on[, and dowelor existing mains, Furnish and install new 12-mah x 61 MJxFL tee, 6
inch FL C509 gale valve 6 -inch MJxFL adapter, 6 inch W 45° DIP vertical bends, and
connect rourarng 6-mch main to existing 12 inch main AbandanPlug remaining portion of
20 existing i asom (St. 206426)
Isolate, cut and deader existing 61 main, Furnish and install now 6 -inch FL tee, (2) 6 -inch
MJxFL C509 gate valves, 6 -inch MJ 45° DIP vertical bends, end connect new 6-onch main to
21 r : 0rc k P'fi — " im, r + .0;
Isolate, cul, and d .. to, evalum, I -moth mein, Formal ,d,,,Ill no, 6-mch -to sleeves,
6-
inch CL 52 CAL DIP, 6 -much MJ 45° DIP vertical bends, and connect now 3-unch main to
existing 6 -inch main Abandon/Plug remaining portion of existing 6 -inch mom (Ste 125+75
22 and St. 142+20)
Isolate, cut, and dowaler existing 0 -inch main, Furnish and install new 8 -inch solid sleeves, 3 -
inch CL 52 CIVIL DIP, and commal new 8-mch main to eausiong 8 -inch main Abandon/Plug
23 remaining Portion of existing 8 -Inch main Sle 142,60end Sia 174+62)
Isolate cul, and dowelerexiding 12 -inch main, remove existing bend and furnish and install
now 12 -inch solid sleeves, 12 -Inch CL 52 CML DIP, and connect now 12 -much main is exisiong
24 12 -inch mein (Ste 135+98)
Isolate, out, and clawater existing 6-unch main, Furnish and install new 8 -inch MJ 45° DIP
bends, 8-on'th CL 52 CML DIP, and conneol new B-onch main to exietrog 8 -inch main
25 Athmodmini remaining portion of oxne1mg 6 -inch main (Ste 126400)
Isolate, mi. and deviator existing 8 -inch Prom, Furnish and install now 8-mch MJ 91 DIP bond
mod connect Pa. B-mch main to existing 8 -inch main Abandon/Plug remaining region of
26 eneduff 8 -inch main (Ste 174430)
suL, and doomar ,,,I,n, Ii main, Furnish and install new 6 -inch MJ 45* DIP bend
and conned now 6 -inch main [a exuarng 6-onch main Abandengning remaining portion of
ggg 21 exist,, 6 -inch man ,It, 114462)
Isolate, cut, and dowder existing 5-mch main, remove ernefing valve, and furnish and finslall
28 new 6 -inch solid sleeves, 6 -inch CL 52 CML DIP, and associated materials (Ste 206+36)
?a Remove interfering 6 -inch main (4-10 LF) Ste (12440)
Remove interfering water valve and ami porhous of 6-inch/8-inch water mains to be
30 abandoned (Ste 142+19)
31 Remove existing and furnish and install new water valve box
32 Adjust ..[or valve
be, to grade
91 Rome. .,is[,Pg via. box to abandon od—un piece
1P.1abli, War., Ductile Iran Pipe
34 Furnish end install new 6 -inch CL 52 CML DIP with potable water ID tape
35 Furnish and metal new E-nuch CL 52 CML DIP with polable water ID tape
36 Furnish and install new 101 CL 52 CML DIP ve Ili potable wea, ID tape
37 Furnish and install now 12 -inch CL 52 CML DIP with Potable water ID lose
II'mm
e Hych..
III H Forrusib andomeld new James Jones K. -R firs, h,drPn1.s-m1rIyflHol TPg1
�39 Furnish and mated now James Jones 3775-R fire hvdardiussourbiv IHol TaPI
CAPITAL IMPROVEMENT PROJECT NO. 19-02
151
S 10,00,00
1 $
20,00000
$ 8,30000
Telegraph Road Water System Improvement
Project
$
17.20000
$ 1030000
$ 2060000
ILS
(West City Limits to East City Limits)
5
1000000
$ 1200000
$ 1 ? 000 00
$ 8.70000
$
6,70000
BID SUMMARY
$ 9,90000
1
LS
$ 10,00000
$
10,000.00
$ 8.20000
July 2, 2019
$ 940000
S
940000
$ 930000
$ 930000
All Cithis, En Ineenflang. Inc
Biq
Ran. Inc
Williams Pipeline
Contractors Inc
VNR Construction
Inc
ON Unil
Unit Price
Amount
Unit Price
Amount
Unit Price
Amlunl
Unit Price
Amount
1 10
$ 15,300i
S 15,30000
1 2A MO 00
2R 076 Ott
$ 00
Or,
$ 23,70000
$ 23.70000
1 LS
s 18,80000
S 18.600.00
$ 33,00000
$ 33,00000
$ 34.70000
$ 34.70000
$ 27.50000
$ 2750000
1 EA
$ 17,00000 A17900-00
$ 38,00000
$ 3800000
IS 2300000
$ 23 000 00
$ 1960000
9 BOO 00
I EA
$ 14,500,00
$ 1100
IS 19,00000
$ 12,30000
$ 12.30000
$ 13,30000
�9
$ 330000
2 EA
S 45000 S 000.00
$ 57500
$ 115000
59f) DO
$ 1,00000
$ 70000
$ 1.40000
1 EA
3,50000
57500
$ 575 DO
$ 50000
$ 500 00
$ 70000
$ 70000
FA
S 40000 $ 800.00
$ 57500
$ 1.15000
11 500 00
$ 1 000 00
$ 70000
S 1,40000
3 EA7—f
250.00 S 750.00
IS 1,00
$ 3$
00
1110, 9
IS 5.70000
S 4
0D 00
120000
6 EA
$ 50000 S 3.000.00
$ 1.10000
s 6D.
1
$ a600 oo
800 00
$ 4800S 00
1
S 750.00 S 750.00
$ 1 500 00
S 1500OO
S 1 38000
S 1,38000
$ 120000
$ 1,200 00
_EA
1 FA
9 45000 S 460.00
$ 220000
$ 2,20000
$ 1,20000
$ 1.20000
$ 1.00000
$ 1,00000
1 LS
S 0.000.00 S 0J00090
$ 6 700 00
$ 6 700 00
S 6 500 00
$ 650000
$ 17 700 00
$ 17 700 OQ
_5
5 4.500.00 6 4.500.00
$ 3 900 00
S 3 900 00
S 4 700 00
IS 4 700 00
$ 13300 OD
$ 13,30000
LS
10,00000 $ 10,000,00
$ 20,00000
$ 20,00000
$ 9,00000
$ RODO 00
$ 1240000
$ 1240000
1 EA
8.5011.00 $ 8.50000
$ 6,50000
$ 6.50000
$ 1000000
S 1000000
$ 970000
9 9,70000
3 EA
S 10 ,000.00 i—Al-q-191 In—
$ 710000
$ 21,30000
$ 10,80000
$ 32,40000
$ 8,80000
$ 2640000
u ILS
8.000.00 S 48.00000
$ 7,40000
$ 4440000
S 1120000
$ 6720000
S 690000
$ 41,40000
-1 LS
S 8,500.00 S 8.50-0-09I.-
S 5 700 00
S 5 700 00
$ 5 800 00
$ 5 BOO 00
$ 7,30000
$ 7.300 OD
I 1_3
S 15.00000 It 15,000.00
$ 2400000
$ 2400000
$ 2100000
$ 2100000
S 23.500 00
$ 7.350000
1 LS 3 15'00000 f 11900.00
I LS $ 10,000.00 $ 10.000.00
2 L5 $ 10.000,00 5 20.00000
S 1950000 9 1950000 $ 12,600(X1 $ 12,60000 $ 19,30000 $ 19,30000
$ 15.00000 $ 15,00000 $ 820000 $ 820000 S 1750000 $ 1750D 00
$ 7,50000 $ 15,00000 $ B.30000 $ 16,60000 $ 970000 1940000
2
151
S 10,00,00
1 $
20,00000
$ 8,30000
$ 16,60000
$ 8,60000
$
17.20000
$ 1030000
$ 2060000
ILS
510,000,00
5
1000000
$ 1200000
$ 1 ? 000 00
$ 8.70000
$
6,70000
$ 9,90000
$ 9,90000
1
LS
$ 10,00000
$
10,000.00
$ 8.20000
$ 8,20000
$ 940000
S
940000
$ 930000
$ 930000
I
LS
Il_L0.000 J00
1$
10.00000
$ 7.50000
$ 7.50000
$ 900000
$
900000
S 970000
$ 970000
1
LS
$ 10,000.00
$
10.000.00
IF 8.30000
$ 8 300 00
$ 8 500 00
S
8 500 00
S 8,80000
S 8.800 00
1
LS
IS 10,000.00
S
10.000.00
$ 5.70000
$ 5 700 00
$ 8 900 00
$
890000
$ 9 700 00
$ 9 700 00
I
LS
S 10.000.09S
10,000.00
$ 209000
$ 200000
— 1,00000
$
1.000 00
$ 3,60000
$ 3,60000
1
LS
5 1 (IM0,011
1
�$
0,00000
_:::--:00
1 2 ni DO
ZOO 00
.190000
$
3,50000
$ 4,90000
$ 4,90000
.50
FA
$ 1,200,00
$ 7795 00
$ 38.75000
95000
$
47.50000
$ 70000
$ 3500000
1
EA
$ 1,500.00
S
1,500.00
$ 65000
$ 65000
$ 95000
$
95000
$ 50000
S 50000
-3
[A
S 25D.00
6
750.
$ 50000
S 1500 DO
$ 75000
2_L9DT
$ 50000
S 1,5500 00
500
LF
$ 200.00
$
100,00000
i $ 17100
$ 85,50000
$ 20000
Is
10000000
If 28000
$ 14000000
630
LF
$ 25000
S
207.60000
$ 16700
$ 136 610 00
$ 31500
S
261 450 00
S WOOD
$ 249000 00
115
LF
S 27000
S
31,050.00
S 25200
S 28.98000
9 35000
$
40,25000
$ 35000
$ 40,25000
10
LF
9 2701
1
2,70000
$ 85000
$ 6,50000
$ 55000
$
5,50000
$ 1.00000
$ 1 ODOR 00
FA
14,50000
S
22,00000
$ 23,00000
1
$ 46,00000
$ 22,00000
$
44,00000
$ 27.000 00
IS 5400000
13,00000
S
26,0110 00
$ 21,00000
$ 42,00000
$ 17,65000
$
35.30000
$ 25.00000
S 5000000
ATTACHMENT 41.
,
Ilem Description
40 Furnish and install new James Jones 3700-R (re hydrant assembly Tee)
41 Furnish and install new James Jones 3775-R Pre hydrant assembly (Tee)
Remove existing fire hydrant neer from and including 90 -degree elbow to fire hydrant head,
42 furnish and install new James Jones 3700-R fire hydrant
Remove existing fire hydrant user from and including 90degreeelbow to fire hydrant heed,
43 famish and install new James Jones 3775-R fire hydrant
Rem weexisting fire hydrant riser From and including 90 -degree elbow to ere hydrant head,
44 extend lateral 4 feet, Furnish and install new James Jones 3775-R Fire hydrant
Isolate, cul, and &water existing 6 -inch main and remove existing Fire hydrant essembly,
45 Furnish and install new James Jones 3700-R fire hydrant assembly STee)
Isolate, cut, and dowaler existing 8-mch main and remove existing ere hydrant assembly,
46 Furnish and install new James Jones 3775-R fire hydrant assembly (Tee)
Iselale, but and dawater existing 8 -inch main, remove existing lee, valve, and Fire hydrant
assembly from main, and furnish and install new 6-mch solid sleeves, 8 -inch CL 52 CML DIP
47 :,1 ...,,.
Remove exisfing fire hydrant neer From and including 900 elbow to fire hydrant heed, plug
4B remaining portion of fire hydrant lateral, and remove fire hydrant valve box
[Potable Water Maters and Servtcs.
RemovelAbandon existing, Furnish end insl®ll new 1 -inch potable water service, 518 -inch
qg meter and box
Remove existing, furnish and install new 314 -inch by-pass water motor and box on exishng fire
50 _as lateral
Remove exishng furnish and install new 1 -inch potable waterFactorand lid (reuse existing
51 box)
Remove existing, fumish and install new 1 -Inch potable water meter and trarrc-rated lid (reuse
52 exishng box)
_ 53_ _', _ Remove existing furnish and install now 1 -inch notable water meter and box
Remove/Abandon exishng, fumish and install new 1-mch polable water bervice, meter, and
54 box
Remove exishng, furnish and install new 1 -1/2 -inch potable water meter and lid (reuse exmhng
55 box)
Remove existing, famish and install new 2 -inch potable water angle meter slop an exishng
56 copper service, 1 -112 -inch meter, and box
Remove/Abandon exishng, furnish and install new 2 -inch potable water service, 1 -112 -inch
_ 57 meter and box
Remove existing, furnish and install new 2-mbh potable water meter and lid (reuse existing
58 box)
59 Furnish and install new 2 -inch potable water course, meter, and box
Remove/Abandon exishng, furnish and install new 2 -inch potable water service, meter, and
60 box
RemovelAbandon existing, furnish and install new 4-mch potable water service, 3 -inch potable
61 water meter and 30-inch(W)x48-inch(L)x48-inch(H)box
Remove exishng, furnish and install new 4 -inch Wtlkms Rre Service Doable, Check IDC)
52 Model 310, 3/4-mch by -Dass water malar, and 1 -inch box
63 RemovelAbandon ereisenq sernce, meter, end box From mein
Furnish and install building supply line downstream of meter up to closest hose Gibb and
84 remove water source connection to backyard water meter
65 Adjust water meter boxes to grade andeni sod
TOTAL BASE BID- Items 1 to 65
Qty
2
2
14
5
1
3
1
C
28
1
36
15
2
6
1
CAPITAL IMPROVEMENT PROJECT NO, 19-02
Telegraph Road Water System Improvement Project
(West City Limits to East City Limits)
BID SUMMARY
July 2, 2019
9 EA
S 4000.00
S 400000 6 410000
S
410000
$ 430000
$
4,30000
$ 8,60000
All Cities En Ineadn ,Ino.
Bia Ben.
Inc
Williams P_is_el_in_eContractors
Inc
MNR Construction Inc
Unit
Unit Pdoe
J $
Amount
Unit Price
Ampunl
Unit Price
Amount
Unit Price
Amount
$
2 900 00
$ 2 900 00
20600
$ 20 000 00
$ 20.00000
�; 11,00000
$ 11,00000
$ 15,00000
$ 15,00000
EA
S 0.000.00
�;
S
18,0110 00
$ 2100000
S 42(x)000
$ 11,00000
$ 22,00000
$ 17,50000
$ 35,00000
EA
8,00000
'I $
18, 00
_9 8(X1000
$ _ 160D000
$ 9,60000
$ 19,60000
$ 15,50000
$ 31,00000mm
1 FA
S 28000.00
$ 20,00000 $ 21,00000
$
21.00000
$ 22.60000
$
2260000_
_ $ 2750000
EA S 7,500,00
S
105,00000
$ 910000
S 127,400 00
$10, 500 00
$ 147 000 00
S 12 500 00
$ 175,000 00
EA f 7,500,00
f
37,500,00
$ 10.80000
$ ,__ 54,00D. 00
:..
$ 10,80D00
$ 54,00000 - __...
$__1-3.300
$ 66,50000
EA S 8,500.00
$
8,500.00
$ 19,500 00
$ 19,5D0 00
$ 17,300 00
9 17 300 00
IS 12 700 00
$ 12 700 00
EA S 8,800,00
$
26400,00
$ 21,00000
$ 63,00000
$ 5,60000
ISI $ 16,80000
$ 14,90000
$ 44.70000
LS $ 10,000,00
$
10,000.00
$ 8,40000
$ 61400 W
$ 8 200 00
Iff $ 8 20D 00
$ 12 300 00
$ 12.300 00
EA
S 7,800.00
S
m 23,400.00
$ 3 500 00
$ 10 500 00
S 4,10000
S 12 300 00
}$
$ R80000
$ 26,400 00
FA $ 250000
S
70,000,00
$ 3,80000
$ 106,40000
$ 5,00000
14000000
$ 400000
$ 112,00000
FA $ 1,00000
$
1,00000
$ 1,50000
$ 1,50000
$ 1,70000
$ 1,70000
$ 480000
$ 480000
t
FA S 800.00
S
32.400 00
$ 1.00000
$ 36 000 00
$ 1 10000
S 39 600 00
$ 2 900 00
$ 104 40000
EA S 1.10000
S
18500,00
$ 100000
S 15.00000
$ 1,25000
$ 18,75000
$ 3,30000
$ 49,50000
EA ; 1.00000
f
2,000.00
S 1.20000
$ 2,40000
$ 2,50000
$ 5,00000
$ 4.00000
1; 800000
EA jS 2,800.00
S
18.800,00
$ 4,00000
$ 24.00000
$ 3 000 00
$ 1800000
$ 420000
$ 2520000
EA I $ 2,200.00
S
2,200.09
$ 2,500 00
$ 2,50000
$ 2 500 00
5 2 500 00
$ 7 000 00
$ 7, 000 00
9 EA
S 4000.00
S 400000 6 410000
S
410000
$ 430000
$
4,30000
$ 8,60000
$
8,80000
3 EA
$ 5,000.04
1 S 15,000.00 $ 8,00000
$
24,00000
$ 850000
J $
2500000
$ 7.90000
$
2370000
I EA
S 2.300 00
f 2,300.00 JAI _2 900 00
$
2 900 00
$ 2 900 00
$
2 900 00
$ 8,50000
$
135001(y)
2 EA
f 5,500,00
S 11.00000 $ 780000
S
1560000
$ 760000
$
95,20009
$ 92,00000
$
24,00000
16 EA
S 5,500.00
S 88.000,00 $ 7 750 00
S
124000 00
$ 8 500 00
$
136 000 00
S 9,90000
$
158 400 00
1 FA
S 28000.00
$ 20,00000 $ 21,00000
$
21.00000
$ 22.60000
$
2260000_
_ $ 2750000
$
2750000
1 EA
S 16,80000
$ 18.800.00 $ 700000_
I
$
7,00000
$ 9,40000
$
9,40000
$ 23,70000
$
23,70000
4 EA
S 200000
S 11,20000 S 150000
$
6 I 00
�$ 2,60000
$
10,40000
$ 4,00000
$
16,00000
3 EA
S 4.500.00
S 13,500 00 $ 2 500 00
$
7 500 00
$ 3 600 00
S
10 600 00
S 4700 00
$
29 100 (1(1
1 LS
S 500.00
w
S 500.00 $ 2 0M 00
S
2 000 00
$ 2-10000
$
2 500 00
$ 35 000 00
$
35,00000
51,374,625.00
S
1,531,88500
$
1,678,130.00
$ 2,044,850.00
ALL BIDS RECEIVED
CONTRACTOR TOTAL BASE BID
All Cities Engineering, Inc a 1,374,62500
Big Ben, Inc '; 1,531,66500
Williams Pipeline Contractors, Inc S 1,678,130 W
MNR Construction, Inc 2,044,85000