CC - Item 3C - Acceptance of Bids and Award for Garvey Ave BridgeROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUNCIL
FROM: ANDREW C. LAZZARETTO, CITY MANAGER
DATE: NOVEMBER 28, 2006
SUBJECT: ACCEPTANCE OF BIDS AND AWARD OF CONTRACT FOR GARVEY
AVENUE BRIDGE
SUMMARY
On November 14, 2006, bids were received for the subject project, which provides for
the reconstruction of the Garvey Avenue Bridge over the Rio Hondo Channel. City
Council will consider award of the contract to Reyes Construction, Inc. in the amount of
$10,869,568.20.
Staff Recommendation
Staff recommends that the City Council accept all bids and award the project to Reyes
Construction, Inc. in the amount of $10,869,568.20; waive the irregularities in the bids
by Steve P. Rados, Inc. and Griffith Company; and authorize the Mayor to sign the
contract on behalf of the City.
ANALYSIS
The following bids were received for the subject project on November 14, 2006:
1.
Reyes Construction, Inc.
$10,869,568.20
2.
Sema Construction, Inc.
$11,194,740.95
3.
Steve P. Rados, Inc.
$11,556,234.92
4.
C.C. Meyers, Inc.
$11,949,130.90
5.
Griffith Company
$12,727,017.10
6.
MCM Construction, Inc.
$12,970,049.95
7.
Atkinson Contractors, LP
$13,894,816.00
Attached are copies of the three lowest bids, a bid analysis, and Dun and Bradstreet
reports for each of the three low bidders. The low bid was submitted by Reyes
Construction, Inc., a responsible contractor, in the amount of $10,869,568.20, which is
less than one percent above the Engineer's estimate of $10,774,631.25. The average
bid was $12,165,936.86. Irregularities in the bid amounts by Steve P. Rados, Inc. and
Griffith Company were due to addition errors that did not affect the order of the bids.
APPROVED FOR CITY COUNCIL AGENDA: •
i 1
City Council Meeting
November 28, 2006
Page 2 of 2
FINANCIAL REVIEW
Funding for the Garvey Bridge Reconstruction is included in the FY 06-07 Budget
utilizing Federal Highway Bridge Rehabilitation and Replacement (HBRR) Program and
Proposition C funds.
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
Submitted by:
Ken Rukavina, P.E.
City Engineer
Attachment A: Three Lowest Bid Proposals
Attachment B: Bid Analysis
Attachment C: Dun and Bradstreet Reports
CITY OF ROSEMEAD
PROPOSAL
FOR
TTA e'111yE1V7-
.A
f ES'
CJit/. j, a,Cr14iv, ; NC .
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
TO THE CITY OF ROSEMEAD, as AGENCY
In accordance with AGENCY's NOTICE INVITING SEALED BIDS, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above-stated project as set forth in the Plans, Specifications, and Contract
Documents therefore, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site,
Plans, Specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If
this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY
at the unit and/or lump-sum prices set forth in the following BID SCHEDULE. BIDDER
understands that failure to enter into a contract in the manner and time prescribed will
result in forfeiture to AGENCY of the proposal guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities
set forth in the BID SCHEDULE are solely for the purpose of comparing bids, and that final
compensation under the contract will be based upon the actual quantities of work
satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE OR
DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM
FROM THE CONTRACT. It is agreed that the unit and/or lump-sum prices bid include all
appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the
amounts bid, unit prices shall govern over extended amounts, and words shall govern over
figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER's
default in executing the required contract and filing the necessary bonds and insurance
certificates within ten (10) working days after the date of the AGENCY's notice of award of
contract to the BIDDER, the proceeds of the security accompanying this bid shall become
the property of the AGENCY and this bid and the acceptance hereof may, at the
AGENCY'S option, be considered null and void.
SPC03-66 C-1
• •
BID SCHEDULE
FOR
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
ITEM
DESCRIPTION
UNIT
ESTIMATED
UNIT
EXTENDED
NO.
QUANTITY
PRICES
AMOUNT
GENERAL
1.
Mobilization.
L.S.
1
050,tou
$ 55c c ,
2
Progress schedule. (Critical path
L.S.
1
$IL'
60(
$ I U 000
method).
,
3
Prepare storm water pollution
L.S.
1
$ 5 00U
$ 15
pDU
prevention plan SWPPP .
,
4.
Implementation of SWPPP.
L.S.
1
$150, 00U -
$ 1 5C , G 00
Regulatory permit compliance and
implementation:
L
S
1
$ 15,000-
15, 000
a. US Army Corps of Engineers -
.
.
404 Permit.
5.
b. California Regional Water
Quality Control Board - 401
L.S.
1
$ 5) 00U
$ 5o i UOcJ
Permit.
C. DFG - Stream Bed Alteration
L.S.
1
$ 15
0GU
$ 1,510 U U
Agreement - 1601 Permit.
,
6
Project improvements sign, per detail
EA
2
$ 2
GU U
$ 9
0 00
in Appendix.
,
,
STREET IMPROVEMENTS
7.
Clearing and grubbing.
L.S.
1
$51),00
$ 56" L Uv
8.
Unclassified fill.
C.Y.
1,550
$ 10
$ 4 01500
9.
Unclassified excavation.
C.Y.
1,750
$ 21) -
$ ~j, OOU
10.
Remove existing tree.
EA
7
$ 159U -
$ 3)-7I0
11.
Construct 4" PCC sidewalk.
S.F.
8,970
$ 5 ."5-2-
$ 9 q, ~ 5S
12
Construct driveway, Std. Plan No.
S. F.
680
$ 21) '
$ 13
(E' 0(,>
110-1, T e-A or T e-C.
,
13
Construct curb and gutter per APWA
L. F.
820
$
~
$ 24 (1' GNU
Std. Plan No. 120-1, Type A2-8.
14.
Asphalt concrete.
TON
1,900
$ /00
$ J yV) 000
15.
Crushed aggregate base.
TON
1,590
$ '50 J
$ 7q, 501)
SPC03-66 Addendum 2 C-2(a) revised
• •
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT EXTENDED
PRICES AMOUNT
16.
Adjust water meter to grade.
EA
2
$ 2,400
$ 4 C U
17.
Adjust water valves, frame and cover
to grade.
EA
3
$2,LICO
$ -7, 2 C'U 1
18
Adjust manhole frame and cover to
grade.
EA
2
$ a
2~gGt;
$ ' CU
a. Metal fence per detail on Sheet 3.
L. F.
195
$:j I
$ UC C
19.
b. Pilaster
EA
13
$ 2 CCu '
$ 2 CCt)
c. Steel picket railing.
L. F.
322
$ 00 -
$ 17 u ~uu
BRIDGE
20.
Retaining wall No. 1, 2, & 3.
L. F.
481 F
$
$ 21 (f
21.
Bridge rail pilaster.
EA
14
$ 5,000--
$ -70 00C
22.
Bridge removal (includes bridge and
ier noses).
L.S.
1
$ 325000
$ 325, 000
23.
Structure excavation (bridge).
C.Y.
1,541 F
$ q 0 '
$ 13E,
, X10 I (.c
24.
Structure backfill (bridge).
C.Y.
558 F
$ 1150 -
$ 0 31 -700
25.
Furnish piling (Class 70C).
L.F.
10,628 P
$ ~5
$ 371) 11
26.
Drive pile (Class 70C).
EA
218S
$1)700
$370.006)
27.
Furnish piling (Class 45C).
L. F.
612 P
$ -30-
$ /U) 3Q00
28.
Drive pile (Class 45C).
EA
18S
$ 50Q
$ 27, 0 pU
29.
Prestressing cast-in-place concrete.
L. S.
1 P/S
$1/0 loco
$ 1 I Ui (,cd
30.
Structural concrete bridge footing
includes bridge and pier noses).
C.Y.
499 F
$
37U
$
1 b4, 3 L'
31.
Structural concrete bridge (includes
bridge and pier noses).
C.Y.
3,175 F
$
Op
$ j 905,
32
Structural concrete, approach slab
(Type N30).
C.Y.
222 F
$/,000 `
$ 2 2 21 0UU
33.
coStructural ncrete). concrete (lightweight
C.Y.
104 F
$ 11 300
$ 19 20U
34.
Apply anti-graffiti coating.
S. F.
6,600
$ 2
$ 3 G1(f
35.
Fractured rib texture.
S.F.
3,080
$ -
$ j 2 3 ZU "
36.
Furnish precast PS, bulb-tee girder
90'-120' .
EA
52 P
$21
,Coo -
$I ~ 0 92 QOU
37.
Erect precast PS bulb-tee girder.
EA
52 S
$ U1000--
s 31 2-1 00
38.
Joint seal assembly (MR=4").
L. F.
210
$ f (Q L' -
$ 3 3 , (f, 01 U
39.
Bar reinforcing steel (bridge).
LBS.
708,441
F/P/S
$ 1 2U
$ E'50, 12-q
40.
Miscellaneous metal.
LBS.
5,000 F/P/S
$0.50
$ 3 rjQU
1
41.
Steel bridge picket railing.
L. F.
810S
$ y ~5 "
$ 352 35
42•
Channel removal and reconstruction
L. S.
1
$ 110e. 66,
$ / 0 U / GUO
?v
' Revised as per Addendum 2
SPC03-66 Addendum 2 C-2(b) revised
E
E
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED UNIT EXTENDED
QUANTITY PRICES AMOUNT
43.
Decorative columns.
EA
4 1, cc(; $ (p C' CoU 1
44.
Construct bathhouse per detail. See
Appendix.
EA
384 $ j
/
$ Z10
9 2
CHAN
NEL
45.
Clearing and grubbing.
L. S.
1
$
$ /S,000
46.
Diversion and control of water.
L.S.
1
$ 10/000
$ 110, 000
47.
Unclassified (Compacted fill).
C.Y.
860
$ 5(
$ !J 1 CCU
48.
Unclassified (Excavation).
C.Y.
7,297
`j -
$
49
Concrete channel lining (8" thick)
and concrete channel invert.
C.Y.
1,160
$
4 2 5
$
Q q,?
, oov
Concrete parapet wall, Type 1:
a. 2'-4' high
L. F.
136
$ r0
$
b. 6' high
L.F.
106
$ ((CU
$ ~r 3 (X Q
50.
C. 8' high
L. F.
216
$ 510 -
$ 10, 1 U c
d. 10' high
L.F.
117
$ Q 20
$ ~ 2 54C
e. 12' high
L. F.
27
$ 9zl C
$ 215 3
51.
Asphalt concrete - 2".
TON
177
$ 2 u
$ 4cp o 2v
52.
Aggregate base coarse-6".
TON
529
$ (pO -
$ 3/ 7L/0
53.
Chain link fence - 5'.
L.F.
286
$ 3 7 r
$ 1 5~ 2
54.
Ornamental fence.
L. F.
143
$400-
$ 57,2-06
55.
Ornamental gates - pedestrian.
EA
2
2 o0o
$ 24 OOU
56.
Safety railing.
L.F
590
$ 756
$ 1,17 50
57.
Breakaway safety railing.
L. F.
141
$ ' 7
$ 65 -217
58.
Bicycle trail signing and striping.
L. S.
1
$ / 21000
$ 12,000
59.
Bicycle detour.
L.S.
1
$ ,qc co"
$ L40 O OD
60.
Swift water rescue anchoring device.
EA
5
C' C)
$ COO
61.
Utility relocation/ reconstruction:
a. Drain extension 631+51
Garvey Avenue East Leve
L. S.
1
$~0 DUU
I
$ 4~/ ~'CO
b. Drain extension 629+47
Garvey Avenue East Leve
L.S.
1
$~G CU%
$ 140) ~'UU
TRAFFIC AND STREET LIGHTING
62
Install 3" conduit with conductors
L.F.
1,000
$ 75
$ -75 v(JU
63.
Install s 3.5" conduit with conductors
L.F.
300
$ 0
S25500
1
SPC03-66 Addendum 2 C-2(c) revised
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT EXTENDED
PRICES AMOUNT
64.
Install 2 150 watt electroliers
complete per Bridge Street Lighting
Plan.
EA
18
$ l C/CtU
oo C C d(J
G /
65.
Install pullbox per Bridge Street
Lighting Plan.
EA
2
$ 300 J
$
66.
Install Type III-BF service complete
per Bridge Street Lighting Plan.
EA
1
$
$ 30~
67.
Signing and striping per plan.
L. S.
1
$ 3, ca U
$ 3 coo
68.
Traffic control per plan.
L. S.
1
$12 U, 0&6
$ 12 01 COU
69.
Temporary K railing.
L. F.
4,800
$ 20 -
$ q(o( 06U
70.
Temporary traffic screens.
L.F.
3,200
$ -7 '
$ 2,q
Q()6
71.
Temporary crash cushion modules.
EACH
12
50U
$ 15, 000
72.
Inductive loops (Type E)
EACH
2
$ 2~ ~0()
$ yr 000
73.
2Y:-inch Type I conduit
L. F.
1,000
$
$ / 3j Q 00
74.
4-inch Type I conduit
L. F.
2,800
$ ~ j
$ 3 (fIZ100
75.
5-inch Type I conduit.
L.F.
2,800
$ 1 3 '
$ 3~ L{QG)
TOTAL BID SCHEDULE IN FIGURES
$ 1 f.~?(Ogr
TOTAL ID SC DULE IN WARDS L r) 1.11 1 W Ft G M[0 f i C
1 G" U 15 Gt Y~ U iY -i Q 61 ~fe-u.j I c n r,
v,tn '1 C(, n 4-,S
* Revised as per Addendum 2
Note: F indicates Final Pay Quantities per Section 9-3.5
S indicates Specialty Item
P indicates Partial Payment Item
SPC03-66 Addendum 2 C-2(d) revised
•
CITY OF ROSEMEAD
PROPOSAL GUARANTEE
BID BOND
FOR
•
BOND NO. 08030773
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(008)
KNOW ALL MEN BY THESE PRESENTS that REYES CONSTRUCTION, INC.
as BIDDER, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
a corporation organtzed and existing under the laws of the State of MARYLAND , and duly authorized to transact business
under the laws of the State of Califomis, as SURETY, are held and firmly bound unto the Clty of Rosemead, ss AGENCY, In the penal
surnof TFN PRRC:RNT nF TOTAT. RTI) PRTCR TN DOLLARS fINWORDS]
dollars I n i f R; rl 1, which is 10 percent of the total amount bid by BIDDER to AGENCY for the above4tated project for
the payment of which sum, BIDDER and SURETY agree to be bound, Jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH I* whereas BIDDER is about to submit a bid to AGENCY for the above.
stated pm)ecL I said bid Is rejected, or N sell bid Is aocepted and a contract Is awarded and entered Into by BIDDER in the manner
and time specified, !hen this obligation shall be null end void, otherwise it ahap remain in full force and effect In favor of AGENCY.
IN WITNESS WHEREOF, three (3) identical counterparts of this Instrument, each of which shall for al purposes be deemed an
original hereof, have been duly exemded by Bidder and Surety, on the dale set forth below, the name ofeach corporate party being
hereto affixed and theas presents duly signed by Its undersigned representative(s) pursuant to authority of Its governing body.
I Dated: OCTOBER 19th, 2006
J BIDDER Name: "YES CONSTRUCTION, INC.
I Address:, "')*10NA, CA. 91766
SURETY:
Note:
BID DATE:
This bond must be executed and dated, all signatures must be acknowledged before a Notary Public, and
evidence of the authority of any person signing as ettorneyln•fact must be attached.
OCTOBER 26, 2006
SPC03-66 C-8
Name: FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Address: 801 NO. BRAND BLVD, GLENDALE, CA. 91203
Type Name and Tltle: OWEN M. BROWN, ATTORNEY-IN-FACT
0 0
CAUFORMU► ALL4PUVWOSR a°'CKNO 'LE"Noff
3tdo d Lamm"
County d OAIiGB
On 10-19-06 betorr:me. r.~.rrwrros.rttis ~r.o..M+•rwun
cum -
Commission # 1494946
Votary PubUo - Cofifomia
MY
x= pmeonely loom b me
3rr OHM
to be the pemor*o whose name(*) MW
submtbed to the vA"M WNM ment and
adawwbdpd 1D me the h&MWOMW emouNd
em same in hbsAtIlMir mohort od
ppodtyW, and due by hiss'
sigrakroW an the kmbtX,m t w p8 or • or
the upon boW at whidt the pwwnW
seal.
ar••- n.re
DiPIYONAL on ti da .ni
Ttnudr ow l0m, Ian bMor U not wgti~d by rR R witd0lr b s w/ltep
bardlnw iwmoi and jw dl rl of Ili km b ANOW d=WMIL
Deecrip*m of AttechM DOCUMOd
EID BOND
Tide or Ty" of Ooclxnenr
Number d Pam ONE 1
Docr nwd D8iK 10-19-06
swor(s) Otlter Than Named Abom RE"S CONSTRUCTION INC.
Capsd AMA) ChOned by Sim
s Nwm Ovm x.
Tbp d hab hew
p IndMdUal
Ctlt w-Thwor
❑ Parbnr - ❑ Lkrftd O Goneral
3RWd orrrW- vFmd
O Trome
O diumdian er Carwwvdor
O Other:
~w is V pIDffi,ZTY ANP DEPOSIT COMPANY
eve .r.9vr _.wn
ejwMrrWAgAwmdW-.~awrAa.ran= 2=-Cho■.a C1pra 6w*wa ive FaLM0.sw * Amacarwn}oosaa
0 0
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a
corporation of the State of Maryland. by WILLIAM J. MILLS. Vice President. and ERIC D. BARNES. Assistant Secretan.
in pursuance of authority Lrantcd by Article VI, Section 2. ol'the By-Laws of said Company. - ire set firth on the
reverse side hercol and are hereby certified to he in full force and effect on the date hrre~~c dcfus,hL'rehy nontinatc, constitute
and appoint Owen .\1. BROWN, of Anaheim, California, its true and ll'A lbl [U z1C T.,~tit)rtw},-itlTact, to make. execute,
seal and deliver, for. and on its behalf as surely. and as its act ar k and all u04 piq d itat}ei takings, and the
execution of such bonds or undertakings in pursuan~>Jr !"111:01X itti.sfl:tlliyt +t~iiie~W 4fpi'n said Company. as Dully and
amply. to all intents and purposes, as it'giv ~o ~~n tLily xe Vw"Xliile~ 10%0 "cd by the regularly elected officers of
the Company at its office i ~E3alt re; 1QI1:.~i► thctr uw r;urs"K_ This poucr of attorney revokes that issued on
hehalf of Owcn M. BF,f MW, 4aw FrKru~uy 3,Tt~3f1Q~
The said Assistant Se,
Section 2, of ft By-Lt+F
IN WITNESS WA4
affixed the Corporate
December, A.D. 2(X)4.
ATTEST:
qpot POs/i
0
4 ti. n.
State of Maryland 1 s5:
City of Baltimore j
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Eric D. Barnes Assistant Secretun'
By:
vVillian► J. Mills Vice President
on this 27th day of December. A.D. 2004. before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, severally and each for himself deposeth and saith, that they are the said of liccrs of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly al" ixcd and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
Maria D. Aclamski Notun• Public
My Commission Expires: July 8.'_(x)7
the extract set forth on the reverse side hereol' is a true copy of Article VI.
and is now in fierce.
26)I-. the said Vice-President and Assistant Secretary have hereunto subscribed their names and
Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of
POA-F 012-4160
0 0
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
Pn1hcr YW1
T-o. BOY 1110 ~~ctI~y, C~1 X237
Ali~l- 74-2213
to U O (IA bro T'l I e
P.U - Lou oul ,fan 00 , ce
10-~5a-15M
rtorw
PruhiIr-Y-) , co
114 --7 ~2 - u450
Crao(Vt' l c✓
751-
U (i u;ov r~I , C r) 02 5
PORTION OF WORK
7-14) ^J
CT ~izf
Po K-h 6 Y-)
D
C L
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66 C-3
c'~'t4{ 1 t , c f
•
The following are the names, addresses and telephone numbers for three public agencies
for which BIDDER has performed similar work within the past 2 years:
O1lYl G~~Y~ ,
1. ~---N - NaW WW1 G vw (P'A1\VA0 SkTM
Name and Addre of Owner 00 9DIA41 O2 66 , Nhm CA ail
Name and telephone number
Jv u(0 3 "1012.00-
2
Name and
C 2-(y - 3r2'3
person familiar witl
U CY
Type of work
lz~ 1-9
project
Name and telephone number of person familiar with project
3.
Type of work
n
Date completed
wk 1(' JU CPr 4)'113'2-
521 - 953
'M(0
Date completed
Soh !?1W61 of
The following are the names, addresses, and telephone numbers for all brokers and
sureties from whom BIDDER intends to procure insurance and bonds:
TA.(~ tAY6k h&21 P~cm S
. 0W6"
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have
been due under the requirements of any AGENCY, State, or Federal equal employment
opportunity orders have been satisfactorily filed, and that no such reports are currently
outstanding.
SPC03-66 C-4
Name and telephone number of person familiar with project
AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority
business enterprises for those portions of the work to be subcontracted, and that such
affirmative actions have been fully documented, that said documentation is open to
inspection, and that said affirmative action will remain in effect for the life of any contract
awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to
meet all equal employment opportunity requirements of the contract documents.
NONCOLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals
are those named herein; that no officer, agent, or employee of the AGENCY is personally
interested, directly or indirectly, in this proposal; that this proposal is made without
connection to any other individual, firm, or corporation making a bid for the same work, and
that this proposal is in all respects fair and without collusion or fraud.
SPC03-66 C-5
0 0
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Bidder's Name
Business Address
Telephone No.
State Contractor's License No. and Class ~501 c~CO 1 \ P-~ , ~ C?-! . "f\z- ~
Original Date Issued 1b f ~
/ ~ I I ~ q $ ~ Expiration Date a ~ l 01
The following are the names, titles, addresses, and telephone numbers of all individuals,
firm members, partners, joint venturers, and/or corporate officers having a principal interest
in this proposal:
030
The date of any voluntary or involuntary bankruptcy judgements against any principal
having an interest in this proposal, or any firm, corporation, partnership or joint venturer of
which any principal having an interest in this proposal was an owner, corporate officer,
partner, or joint venturer are as follows:
All current and prior DBA's alias, and/or fictitious business names for any principal having
an interest in this proposal are as follows:
SPC03-66 C-6
c e&I~ II
gtxl ~~22~ ~~~~I
9 0
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names,
titles, hands, and seals of all aforenamed principals this 1~'h(I day of
NOVM Zr , 200_.
BIDDER:
.~1
~Y1~01, C~ ~ll-1 ~dr~
OW- I ~ 2'1- 1
The undersigned declares under penalty of perjury under the laws of the State of California
that the representatives made hereto are true and correct.
.t-GO-vla
Contra or's Sig ture
QJ C gal U MeA)e
Printed Name
Note: All signatures must be acknowledged before a Notary Public, and evidence
of the authority of any person signing as attorney-in-fact must be attached.
SPC03-66 C-7
0 0
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
ss.
County of
On before me,11arl W~)~N
Varna ana''~o :+wee g '
Ca'e acco
personally appeared ~1V1ez Y 1
C. personally known to me
proved to me on the basis of satisfactory
evidence
ALLISON 2NKERHOFF
Commissbn N 1470150
@MY Notary Californio
Lat County
Comm. Expires Feb 13,2004
to be the personitj whose nameX isltrre-
subscribed to the within instrument and
acknowledged to me that heA*&- t+ey executed
the same in hisAwf MTeefl' authorized
capacity4ias), and that by his+eoA*,eio-
signatureW on the instrument the personW"or
the entity up behalf of which the person('
acted, exec ed he instrument.
seal.
EJJ
❑
❑
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
Individual
Corporate Officer - Title(s):
Partner - ` Limited ^ General
Attorney-in-Fact
Trustee
Guardian or Conservator
Other:
Signer Is
Number of Pages:
t 1898 National Na1aryAssouahw - 9350 Oa Solo Ave . PO . Boa 2402 • Chatsworth. CA 91313.2402 • www.rkabon&Vctary.org Prod. No 5907 Reorder: Catl Toll-Free 1.806.876-6827
1
1
■
1
■
L
■
1
CCT."0'2006 09:17
ADDENDUM NO. 1
;bob6 P.Uul/uu/-
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
This attached Addendum No. 1 forms a part of the Contract Documents for the above-
identified project and modifies the original Specifications and Contract Documents as
noted below. Portions of the Contract Documents not specifically mentioned in this
Addendum remain in force. All trades affected shall be fully advised of these changes,
deletions, and additions.
I acknowledge receipt of this Addendum No. 1 and accept the aforementioned.
Kenneth
Date
Attachment
41-1-~-
/o- of
kavina
RCE No, 42866
Bidd
Cah ~ c-~1~~, Ins.
SPC03-66 Addendum No_ 1
0 0
ADDENDUM NO. 2
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
Addendum No. 2 forms a part of the Contract Documents for the above-identified
project and modifies the original Specifications and Contract Document as noted below.
Portions of the Contract Documents not specifically mentioned in this Addendum remain
in force. All trades affected shall be fully advised of these changes, deletions, and
additions.
The City of Rosemead has established a "ftp" (file transfer protocol) Internet website
hosted by Willdan that allows bidders to review/print Addendum No. 2 and related
documentation. Bidders may access this information by logging onto the website at
ftp://ftp.wilidan.com.
Username: "garveyavenuebridge"
Password: "garveyavenuebridgen.
The following information may be found in the "GarveyAvenueBridge" folder. Each file
must be copied into a folder on your local hard drive.
1. Complete Addendum No. 2 (11 pages)
2. Revised Bid Schedule
3. Revised Final Report of Geotechnical Investigation
4. Lead Paint Inspection Report
5. Federal Wage Decision
6. Decorative Column Detail
If a bidder does not have Internet capability or is having difficulty accessing the website,
these documents are available for review at the City of Rosemead Public Works
Department. Please contact the City of Rosemead Public Works Department at (626)
569- 50 to make arrangements.
Alfonso
RCE No. 50706
I acknowledge receipt of this Addendum No. 2 and accept the aforementioned.
Date
Attachment
Spc03-66
Date
Bidder
mac, es C~vK~rrru~l o,~ , ln~
9A LAVA 0 an)
•
CITY OF ROSEMEAD
PROPOSAL
FOR
TTY//ME.VT
4fei~,4
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
TO THE CITY OF ROSEMEAD, as AGENCY
In accordance with AGENCY's NOTICE INVITING SEALED BIDS, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above-stated project as set forth in the Plans, Specifications, and Contract
Documents therefore, and to perform all work in the manner and time prescribed therein
BIDDER declares that this proposal is based upon careful examination of the work site,
Plans, Specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If
this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY
at the unit and/or lump-sum prices set forth in the following BID SCHEDULE. BIDDER
understands that failure to enter into a contract in the manner and time prescribed will
result in forfeiture to AGENCY of the proposal guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities
set forth in the BID SCHEDULE are solely for the purpose of comparing bids, and that final
compensation under the contract will be based upon the actual quantities of work
satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE OR
DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM
FROM THE CONTRACT. It is agreed that the unit and/or lump-sum prices bid include all
appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the
amounts bid, unit prices shall govern over extended amounts, and words shall govern over
figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER's
default in executing the required contract and filing the necessary bonds and insurance
certificates within ten (10) working days after the date of the AGENCY's notice of award of
contract to the BIDDER, the proceeds of the security accompanying this bid shall become
the property of the AGENCY and this bid and the acceptance hereof may, at the
AGENCY'S option, be considered null and void.
SPC03-66 C-1
•
BID SCHEDULE
FOR
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
ITEM
NO
DESCRIPTION
UNIT
ESTIMATED
UNIT
EXTENDED
.
QUANTITY
PRICES
AMOUNT
GENERAL
1.
Mobilization.
L.S.
1
07SQ
Q- /,0757
2.
Progress schedule. (Critical path
metho
L S
1
3
'
Prepare storm water pollution
prevention plan SWPPP .
L.S.
1
600
$ ;
J ODO
4.
Implementation of SWPPP.
L.S.
1
_$&61006
GO, (300
Regulatory permit compliance and
implementation:
a. US Army Corps of Engineers -
L.S.
1
$76 QD
,
$ 7 0,06
404 Permit.
5.
b. California Regional Water
Quality Control Board - 401
L.S.
1
$/O~ 0
/D, 000
Permit.
C. DFG - Stream Bed Alteration
Agreement - 1601 Permit.
L.S.
1
G
$
400
6'
Project improvements sign, per detail
i
A
di
EA
2
666
$
2
660 _
$
A1
n
ppen
x.
,
-
'
STREET IMPROVEMENTS
7.
Clearing and grubbing.
L.S.
1
$~3p
$-lso &)o
8.
Unclassified fill.
C.Y.
1,550
$ ~O
$ 3/~ pOQ
9.
Unclassified excavation.
C.Y.
1,750
7~ 6
10.
Remove existing tree.
EA
7
$ j p~0
$7~ 000
11.
Construct 4" PCC sidewalk.
S.F.
8,970
$ Al. _1-8)
$,V0 3G -5
12
Construct driveway, Std. Plan No.
110-1, T -A or Type-C.
S.F.
680
$
S-
$
s ~yd
13.
Construct curb and gutter per APWA
Std. Plan No. 120-1, Type A2-8.
L.F.
820
$
yS '
$ 66-
,?L~ 9
14.
Asphalt concrete.
TON
1,900
$
15.
Crushed aggregate base.
TON
1,590
$~/d
00
SPC03-66 Addendum 2 C-2(a) revised
•
ITEM
DESCRIPTION
UNIT
ESTIMATED
UNIT
EXTENDED
NO.
QUANTITY
PRICES
AMOUNT
16.
Adjust water meter to grade.
EA
2
S
$ .3,6640-
17.
Adjust water valves, frame and cover
EA
3
$
$ 1
9 ~O
to grade.
,
18
Adjust manhole frame and cover to
d
EA
2
$ J COO
e.
gra
a. Metal fence per detail on Sheet 3.
L.F.
195
$ -
$ S
19.
b. Pilaster
-
EA
13
$
$_7 !2
c.
Steel picket railing.
L.F.
322
$ 3
$ S
BRIDGE
20.
Retaining wall No. 1, 2, & 3.
L.F.
481 F
$
A/,s1S
21.
Bridge rail pilaster.
EA
14
$
22
Bridge removal (includes bridge and
i
L.S.
1
$
60
~
30
.536
p
er noses).
)
,
.
1
23.
Structure excavation (bridge).
C.Y.
1,541 F
$ O r
24.
Structure backfill (bridge).
C.Y.
558 F
$ 100 -
$ 78' /Zp
25.
Furnish piling (Class 70C).
L.F.
10,628 P
$
,34q
26.
Drive pile (Class 70C).
EA
218S
$ ~SQ
$IfS 3 Q
'
27.
Furnish piling (Class 45C).
L.F.
612 P
$ 3S-7;--
$
28.
Drive pile (Class 45C).
EA
18S
$gSQ -
$7s,- .766
29.
Prestressing cast-in-place concrete.
L.S.
1 P/S
$?ir'666
2.5',_660
30.
Structural concrete bridge footing
C.Y.
499 F
$ ba '
Q6
$1991
includes bridge and pier noses).
,
0
31
Structural concrete bridge (includes
C.Y.
3,175 F
$[O37-
12
0 2;ZAl
bridge and pier noses).
,
32'
Structural concrete, approach slab
C.Y.
222 F
$ ~s(}
70
33.
Structural concrete (lightweight
C.Y.
104 F
$ Q~
d
$/`SGT
concrete).
34.
Apply anti-graffiti coating.
S.F.
6,600
$ /Q
$ Z,G 666
35.
Fractured rib texture.
S.F.
3,080
$3S~
$1D7
36.
Furnish precast PS, bulb-tee girder
'
'
EA
52 P
$.u jo
(90
-120
37.
Erect precast PS bulb-tee girder.
EA
52S
$.y 704
$2zly 4160
38.
Joint seal assembly (MR=4").
L.F.
210
$
39.
Bar reinforcing steel (bridge).
LBS.
708,441
F/P/S
$ 9~
730~~•
~
40.
Miscellaneous metal.
LBS.
5,000 F/P/S
$
$3dJ $dd
41.
Steel bridge picket railing.
L.F.
810S
$J1,6 r
$ ~d
42
Channel removal and reconstruction
ti
L.S.
1
$(~d
$ (a0~
(por
on).
" Revised as per Addendum 2
S
SPC03-66 Addendum 2 C-2(b) revised
•
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT
PRICES
EXTENDED
AMOUNT
43.
Decorative columns.
EA
4
$/D, DW
$ J46, 606
44
Construct bathhouse per detail. See
Appendix.
EA
384
$ .3 d
$
CHANNEL
45.
Clearing and grubbing.
L.S.
1
$/&t; 66
6r 1601
46.
Diversion and control of water.
L.S.
1
47.
Unclassified (Compacted fill).
C.Y.
860
$ =
$17-, 960
48.
Unclassified (Excavation).
C.Y.
7,297
$ 2 S
$/F.2
49
Concrete channel lining (8" thick)
and concrete channel invert.
C.Y.
1,160
$?'d
$~l~/~ S
i
Concrete parapet wall, Type 1:
a. 2'-4' hi h
L.F.
136
$G~f ddd
b. 6' high
L.F.
106
$'~8~
$sd Sr~
50.
c. 8' high
L.F.
216
$/D,3 G8
d. 10' high
L.F.
117
$ t(6
$ ?p)
e. 12' high
L.F.
27
$j '
$aa a7.5
51.
Asphalt concrete - 2".
TON
177
$ f/r j
$aQ~3,
52.
Aggregate base coarse - 6".
TON
529
53.
Chain link fence - 5'.
L.F.
286
$
$/Q 9
54.
Ornamental fence.
L.F.
143
$ /~40
$~Q~ d 2D
55.
Omamental gates - pedestrian.
EA
2
2~
$ f~~.b
56.
Safety railing.
L.F
590
$W/j/ 301
57.
Breakaway safety railing.
L.F.
141
/D6
58.
Bicycle trail signing and striping.
L.S.
1
$/g, 666
/2,pQQ
59.
Bicycle detour.
L.S.
1
$/F,0,00
-$/F
OQQ
60.
Swift water rescue anchoring device.
EA
5
$ d~Q
$ ~Q OQQ
61.
Utility relocation/ reconstruction:
a. Drain extension 631+51
Garvey Avenue East Leve
L.S.
1
$,Z~Q7d
$Zj~
b. Drain extension 629+47
Garvey Avenue East Leve
L.S.
1
TRAFFIC AND STREET LIGHTING
62
Install 3" conduit with conductors
(push).
L.F.
1,000
$3: l
$ 3.2~a0~
63
Install 3.5" conduit with conductors
(push). -
L. F.
300
S37-
S f f /
i
SPC03-66 Addendum 2 C-2(c) revised
171
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT
PRICES
EXTENDED
AMOUNT
64.
Install 2 150 watt electroliers
complete per Bridge Street Lighting
Plan.
EA
18
bd
~~a~ QO
65.
Install pullbox per Bridge Street
Lighting Plan.
- EA
2
/
$
$ qbb'
66.
Install Type III-BF service complete
per Bridge Street Lighting Plan.
1
67.
Signing and striping per plan.
L.S.
1
$9 bO6
OQa
68.
Traffic control per plan.
L.S.
1
d G
69.
Temporary K railing.
L.F.
4,800
$
$
70.
Temporary traffic screens.
L.F.
3,200
$ $
71.
Temporary crash cushion modules.
EACH
12
$ 1
$
72.
Inductive loops (Type E)
EACH
2
$,2Qr~
$ '7r d~a
73.
2'Yvinch Type I conduit
L.F.
1,000
$o ..:2-
$,;2 ,2 QQa
74.
4-inch Type I conduit
L.F.
2,800
$7,6`1
75.
5-inch Type I conduit.
L.F.
2,800
$ j
TOTAL BID SCHEDULE IN FIGURES -
f 9'f',
TOTAL BI SCHE ULE IN W DS
s
* Revised as per Addendum 2
Note: F indicates Final Pay Quantities per Section 9-3.5
S indicates Specialty Item
P indicates Partial Payment Item
r
SPC03-66 Addendum 2 C-2(d) revised
Y
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
PORTION OF WORK
Iri -f~ C'Vm/"Iql--' J--"
v LD
A r
1
l,~ fay '~~/cn2
.S'~~,J
"Ile
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66 C-3
0 0
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
I)J
r
I'U.9F'A .
PORTION OF WORK
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66 C-3
0 0
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
PORTION OF WORK
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66 C-3
9 9
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
PORTION OF WORK
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66 C-3
• •
r
REFERENCES
The following are the names, addresses and telephone numbers for three public agencies
for which BIDDER has performed similar work within the past 2 years:
Please see attached.
Name and Address of Owner
2.
3.
Name and telephone number of person familiar with project
Contract amount Type of work Date completed
Name and Address of Owner
Name and telephone number of person familiar with project
Contract amount Type of work Date completed
Name and Address of Owner
Name and telephone number of person familiar with project
Contract amount Type of work Date completed
The following are the names, addresses, and telephone numbers for all brokers and
sureties from whom BIDDER intends to procure insurance and bonds:
800-688-5744
HRH of Colorado, 720 S_ Colorado Blvd-, stt-600-n. nenyar.,-CC
303-765-1531
Marsh USA, Inc., 600 Renaissance Center, Ste. 2100, Detroit, MI
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have
been due under the requirements of any AGENCY, State, or Federal equal employment
opportunity orders have been satisfactorily filed, and that no such reports are currently
outstanding.
S PC03-66 C-4
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AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority
business enterprises for those portions of the work to be subcontracted, and that such
affirmative actions have been fully documented, that said documentation is open to
inspection, and that said affirmative action will remain in effect for the life of any contract
awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to
meet all equal employment opportunity requirements of the contract documents.
NONCOLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals
are those named herein; that no officer, agent, or employee of the AGENCY is personally
interested, directly or indirectly, in this proposal; that this proposal is made without
connection to any other individual, firm, or corporation making a bid for the same work, and
that this proposal is in all respects fair and without collusion or fraud.
I
SPC03-66 C-5
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Bidder's Name SEMA Construction
Business Address 6 Orchard, Ste. 150
Lake Forest, CA 92630
Telephone No. 949-470-0500
State Contractor's License No. and Class 657770 A; xAz
l.s Original Date Issued October 30, 1992 Expiration Date October 31 , 2008
The following are the names, titles, addresses, and telephone numbers of all individuals,
firm members, partners, joint venturers, and/or corporate officers having a principal interest
in this proposal:
SEMA Construction, Inc
Bradley J. Spies, President Centennial, CO 303-627-2600
Steven R. Graves, Secretary-President Centennial, CO 303-627-2600
Steven C. Mills, General Manager Lake Forest, CA 949-470-0500
The date of any voluntary or involuntary bankruptcy judgements against any principal
having an interest in this proposal, or any firm, corporation, partnership or joint venturer of
which any principal having an interest in this proposal was an owner, corporate officer,
partner, or joint venturer are as follows:
N/A
All current and prior DBA's alias, and/or fictitious business names for any principal having
an interest in this proposal are as follows:
N/A
SPC03-66 C-6
0 0
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names,
titles, hands, and seals of all aforenamed principals this 13th day of
November , 20 06
BIDDER: SEMA Construction. Inc.
6 orchard, Ste. 150
Lake Forest, CA 92630
The undersigned declares under penalty of perjury under ws of the State California
that the representatives made hereto are true an rrect.
Contractor Signature
Steven C. Mills, General Manager
Y Printed Name
Note: All signatures must be acknowledged before a Notary Public, and evidence
of the authority of any person signing as attorney-in-fact must be attached.
SPC03-66 C-7
• •
CALIFORNIA ALL-PURPOSE ACKNOWLF-DGMENT
State of California
County of Orange
On Ly&eAx, _)-'(~'befora me, Teresa Corso
WML rumTnu04Q"V"-to.-fir!OOC Nar.LAYNmc,
personally appeared Steven C. Mills
❑ personally known to me - OR - ❑ proved. to me on -the basis of satisfactory evidence
to be. the person(s) whose name(s) Is/are
subscribed to the within Instrument and ac-
knowledged to me that he/shetthey executed
the same in his/her/their authorized
TERESACORSO capacity(ies), and that by his/her/their
jog
08179 N signature(s) on the instrument the person(s),
NOComm.#15 NMA
or,vcow4 - or the entity upon behalf of which the
Yrcdua Expn,AUgtttT,tooe person(s) acted, executed the Instrument,
WTi,NESS my hand and offidal seal.
4
apnartl~Q OP Y
C) PITl0 NAL
T63qh tno dat¢ Wcwis not i,egriired by 1a;v;:it may prove;valuable to ptrsonc rNy1nq on the documQnt and mid pwant
kaudu1ent.Itiattadvnent.a1 this form.
CAPACITY CLAIMED. BY SIGNER
❑ mrviou&
❑ CORPORATE OFFICER
rfrL&SI
DESCRIPTION OF ATTACHED DOCt1MeNT.
aid Documents
TITLE OR TYPE OF DOCUMENT
❑ PAATNEA(S) ❑ uMrrED
❑ GENERAL
C ATTORNEY-10-FACT
❑ TRUSTEE(S)
❑ GUAaD1AWCONSERVATOR
(DOTHER: General Manager
WGNER IS AEPRESeMNG:
nN+c or Vmuomm oa cmMM631
SEMA Construction, Inc-_
NUMBER OF PAGES
OAT'E OF DOCUMENT
SiGNEA(S) OTHER THAN NAMED ABOVE
Im Gr 1,16
CITY OF ROSEIAEAD
PROPOSAL GUARANTEE
. BID BOWD
FOR
RECONSTRUCT)ON OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
W THE CRY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS_5358(006)
*M ALL MEN BY TI
Lake Forest, CA
a corporafion organtted and eAft wrier he lags of the SI
wider to taws of ft Stab of Caliornkk as SURETY. are held
agree b be bored. jok* and sevwraly, timely by these p menbL
THE CONDITIONS OF THIS OBLIGATION ARE SUCH MK rwtweas BIDDER is about to submit a bid b AGENCY for the *01W
stated project. I said bid is rejected, or 13M bid is a mepled and a contrail is awarded and wbied irb by BIDDER in the manner
and time specWsd, then thuis ob6gaiion shaft bend and void, otherwise I shat rennin in ful force soil gilled In bw of AGENCY. .
IN WTr ESS WHEREOF, bw (3) Iderricel i.1 's of this kmbwr t each of iw"shat br d popes be deemed an
original hereo( harebem duly owculed by Bidder and Surety, onto dais set tM beior, the now of eech aar01 Aim party being
hereb aced and these pre Frio duly signed by is wrdersgned representa"s) pursuant b auMo* of Ib gownffig body
Dew November 14. 2006
BIDDER Nave: SEMA Construction, Inc.
SURETY: N M Liberty Mutual Insurance Company
Address 175 Berkeley Street, Boston, CA 02117
Note: This bond must be executed and dated, al signatruns must be admuwMdged bebre a Notary Pablo, Bari
evidenced the authority d any person sh*g ss attomey-in-fad must be att "at.
GS
Type Name ardTdk Steven C. Mills, General Manager
Type Name K4 TIk Florietta Acosta, Attorney-in-Fact
• •
AL.i._V%Jnrvac NV C%Fl%j 7a..C{/VmGa%
State of California
County of Orange
On I"?, ?CCV befora me, Teresa Corso
a1Z euF4- TnU Oil Q"VM - CC. -ALme 00!- IQTW ►tJtt
personally appeared Steven C. Mills f" borsmmawm
❑ personally known to me_ - OR • ❑ proved. to me on -the basis of satisfactory evidence
to be. the person(s) whose name(s) [stare
subscribed to the within Instrument and ac-
knowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ios), and that by his/her/their
signature(s) on the instrument the person(s),
TERESAC0RS0 or the entity upon behalf of which the
~Comm. 1508179 N person(s) acted, executed the instrument)
oW coaoq
91tt Cantu Eqm A*9 11.200A
S my hand a d offlclej seal.
3K3HA ne oR MM AT
,OP-TlO NAL
Tirou9h the data Wcwfia•nct required:by (aiir:tit may p'nrrt .valuable to pgrW4 r*"g on the document and p u(d prevent
fraudulent reattachment.d this form.
CAPACITY CLAIMED. BY SIGNER
J INONVUAt.
❑ CORPORATE OFFICER
rMa.31
DESCRIFT 0H OF ATTACHED DOCUM51-T
Bidder's Bond
TITLE OR rYPE OF DOCUMENT
❑ PARTNEFI(S) ❑ UMR'ED
❑ GENERAL
C ATCORNEYAN-FACT
❑ TAUSTEE(S)
❑ GUARDIANICONSERVATOR
® OTHER: nee ral Manager
SIGNER IS REPRESENTING:
tw+e ce 0lf1 0192 OR LhTrr > G:p
SEMA Construction. Inc.
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED AeOVE
ICW GF A 16
0 0
ADDENDUM NO. 1
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
This attached Addendum No. 1 forms a part of the Contract Documents for the above-
identified project and modifies the original Specifications and Contract Documents as
noted below. Portions of the Contract Documents not specifically mentioned in this
Addendum remain in force. All trades affected shall be fully advised of these changes,
deletions, and additions.
Kenneth J. Rukavina RCE No, 42866 Date
I acknowledge receipt of this Addendum No. 1 and accept the aforementioned.
November 14, 2006
Date
Attachment
Bid r
SEMA Construction, Inc.
Steven C. Mills, General Manager
SPC03-66 Addendum No. 1
0 0
ADDENDUM NO. 2
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
Addendum No. 2 forms a part of the Contract Documents for the above-identified
project and modifies the original Specifications and Contract Document as noted below.
Portions of the Contract Documents not specifically mentioned in this Addendum remain
in force. All trades affected shall be fully advised of these changes, deletions, and
additions.
The City of Rosemead has established a "ftp° (file transfer protocol) Internet website
hosted by Willdan that allows bidders to review/print Addendum No. 2 and related
documentation. Bidders may access this information by logging onto the website at
ftp://ftp.wilidan.com.
Username: "garveyave n u eb ridge"
Password: "garveyavenuebridge°.
The following information may be found in the "GarveyAvenueBridge" folder. Each file
must be copied into a folder on your local hard drive.
1. Complete Addendum No. 2 (11 pages)
2. Revised Bid Schedule
3. Revised Final Report of Geotechnical Investigation
4. Lead Paint Inspection Report
5. Federal Wage Decision
6. Decorative Column Detail
If a bidder does not have Internet capability or is having difficulty accessing the website,
these documents are available for review at the City of Rosemead Public Works
Department. Please contact the City of Rosemead Public Works Department at (626)
56f 0 to make arrangements.
1441.1e._ 2 -1-16
e old . Alfonso RCE No. 50706 Date
I acknowledge receipt of this Addendum No. 2 and accept the aforementioned.
November 14, 2006
~9~ ~.Cn aA
Date Bid er
Steven C. Mills, General Manager
Attachment
Spc03-66
0 0
CITY OF ROSEMEAD
BIDDER INFORMATION SHEET
Project/Contract No.: BRLS-5358 ( 006
949-470-0500
Project Title: Reconstruction of Garvey Ave Bridge over Rio Hondo Channel
DBE Goal for Contract (if any):
2%
The following information is requested for all contractors who provide a bid, proposal, or quote, or
who are contacted by the proposed prime contractor. This information should be submitted with
your bid, proposal, or quote. If you are the apparent low bidder (or the second or third low bidder),
the information should be submitted within four business days of the bid opening date. Information
provided will be held in confidence.
Firm Name: SEMA Construction, Inc
Address: 6 orchard, Ste. 150, Lake Forest, CA 92630
Contractor's License Number and Class:
Telephone:
Bid Opening Date: November 14, 2006
657770 A; HAZ
Facsimile: 949-829-01 00
Years in Business: 15 Is the firm currently certified as a DBE?
If yes, DBE Certification No.:
NAICS or WCC code(s), if known:
❑ Yes R] No
Services/products in bid (contract items and/or description): Earthwork /excavation,
pipe installation hr;dQp rnnctruCti-oa_
Dollar Amount of items bid on (this contract):
Gross Annual Receipts (last year):*
❑ Less than $1 million
❑ $1 million - $5 million
❑ $5 million - $10 million
❑ $10 million-$15 million
® Over $15 million
(Please duplicate this form and provide information on all bidders.)
THE CITY OF ROSEMEAD THANKS YOU FOR YOUR ASSISTANCE.
*This information is requested pursuant to Federal law.
F-33
11
CITY OF ROSEMEAD
PROPOSAL
FOR
/4 rrA c11,WE,v7- A <s
of,re-jle- j ICAAvr ,Vc.
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
TO THE CITY OF ROSEMEAD, as AGENCY
In accordance with AGENCY's NOTICE INVITING SEALED BIDS, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above-stated project as set forth in the Plans, Specifications, and Contract
Documents therefore, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site,
Plans, Specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If
this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY
at the unit and/or lump-sum prices set forth in the following BID SCHEDULE. BIDDER
understands that failure to enter into a contract in the manner and time prescribed will
result in forfeiture to AGENCY of the proposal guarantee accompanying this proposal.
BIDDER understands that a bid is required forthe_entire work, that the estimated quantities
set forth in the BID SCHEDULE are solely for the purpose of comparing bids, and that final
compensation under the contract will be based upon the actual quantities of work
satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE OR
DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM
FROM THE CONTRACT. It is agreed that the unit and/or lump-sum prices bid include all
appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the
amounts bid, unit prices shall govern over extended amounts, and words shall govern over
figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER's
default in executing the required contract and filing the necessary bonds and insurance
certificates within ten (10) working days after the date of the AGENCY's notice of award of
contract to the BIDDER, the proceeds of the security accompanying this bid shall become
the property of the AGENCY and this bid and the acceptance hereof may, at the
AGENCY'S option, be considered null and void.
SPC03-66 C-1
• •
BID SCHEDULE
FOR
COVEY AVENUE BRIDGE
.RUCTION OF GAR CHANNEL
RECONS OVER RIO RONDO
IN THE CIV OF ROSEMEp,D
PROJECT NO. BRLS-5358(006)
FEDERAL _
UNIT QUANT" T
TEM DiSCR1PT10N 9 _
No. 1 $ N
GENERA- L.S. $SAOG _
Mobilization. schedule . (critical path L.S. $ $ ¢,000
1 1
progress
2. method water pollution $
Prep L.S. $ 73 0o0 r I
are storm lan SWPPp - 1 L.S.
3. revention pp C)i $ $ ,t8 000
1
4lmPlementatioe gWP pliance and L.S.
Regulatory p
imp1ement3tion--Corps of Engineers - $S 900
a US Army it_ 1 $
404 perm- Water
Regional - 401 L.S.
b Cai"om► Control Board $ 0
5. (Quality 1 $
Permit. Alteration L.S. V! $,x~~.t'!' ~
DFG - Stream Bed it 2 $
C. A reement -1601 Pr? per detail EA
imProVements Sig N
Proj
6. in A endix. 1 $ $
PROVEMENTS L.S. -
STREET IM $ 9~3
rubbing. 1,550 $
D~
Clearing and 9 C.Y. 1,750 Cc $.211
Unclassified fell. C.Y, Pt $ 's D/ 9
9 Unclassified excavation' FA $ 49~3s•
tree. &F. 8,970 $ s
10. Remove existing 9l, $ fol D
CC sidewalk. 680 $ M
11. Construct 4" P
Std- Plan No- ST 'f,• $ Z7' 100
Construct driveway, a-C. 820 $ 3
.
12. 110-1, T e-AorT utter per APWA L.F $
and 9 r per
1,900 $ J9o ~
Construct curb 120-1, T e A2-8- TON
13. Std. Plan No $ $ 52 4wv^
Asphalt concrete. 1,590 .33
14. Asp TON
15. Crushed aggregate base.
C_2(3) revised
'C03-66 Addendum 2
ITEM
DESCRIPTION
UNIT
ESTIMATED
UNIT
EXTENDED
NO.
QUANTITY
PRICES
AMOUNT
16.
Adjust water meter to grade.
EA
2
$ -Teo
/ 000
17
Adjust water valves, frame and cover
EA
3
$.f00
$ S-00
to rade.
1
18
Adjust manhole frame and cover to
EA
2
$/1S?O°-°
$ JpCO ~
grade.
a. Metal fence per detail on Sheet 3.
L.F.
195
$ 5-0
$ 9
19.
b. Pilaster
EA
13
$1 700 -
$ tl /&D -
c Steel picket railing.
L.F.
322
$ : 7S-
$ 1!?11 s,
BRIDGE
20.
Retaining wall No. 1, 2, & 3.
L.F.
481 F
$ 32,4_
$ 2y
21.
Bridge rail pilaster.
EA
14
$
~
22'
oval (includes bridge and
rem
B
d
L.S.
1
$
04
$
~BrDGID
ie
rn ores .
/
23.
Structure excavation (bridge).
C.Y.
1,541 F
$ A'S°-=
$ j8I.W
24.
Structure backfill (bridge).
C.Y.
558 F
$ /s9
$88
,74Z
25.
Furnish piling (Class 70C).
L.F.
10,628 P
$
$ z4n,&
26.
Drive pile (Class 70C).
EA
218S
$ L 5'6
$ y yG Sc~cS'
27.
Furnish piling (Class 45C).
L.F.
612 P
$ Z2-
$ /3 6 y _
28.
Drive pile (Class 45C)_
EA
18S
$ 146,1-
$ 2% R9,07
29.
Prestressing cast-in-place concrete.
L.S.
1 P/S
$
$ /G v _
30.
Structural concrete bridge footing
C.Y.
499 F
$ X3000
$P-4 J 70
includes bridge and pier noses).
31.
Structural concrete bridge (includes
C.Y.
3,175 F
$
$4
34L,.US
bridge and pier noses).
,
32
Structural concrete, approach slab
C.Y.
222 F
$ 91Q~°=
004L~
$2/B
(Type N30).
/
33.
Structural concrete (lightweight
C.Y.
104 F
$ /,tLd
$ /3/ 3X2
-
l
concrete .
34.
Apply anti-graffiti coating.
S. F.
6,600
$ j p
p
$ •LAD -
35.
Fractured rib texture.
S. F.
3,080
$ 84-
$.IL/JLB8
36
Furnish precast PS, bulb-tee girder
EA
52 P
$
-
$
1
'
'
.
(90'-120').
6D GQ~
3
37.
Erect precast PS bulb-tee girder.
EA
52S
$16
$
38.
Joint seal assembly (MR=4").
L.F.
210
$ 216
$ 'illS,.No -
39.
Bar reinforcing steel (bridge).
LBS.
708'441
F/P/S
$ [z
$ y
1 /0 67y
40.
Miscellaneous metal.
LBS.
5,000 F/P/S
$
$ /SCIGi0°~
41.
Steel bridge picket railing.
L.F.
810 S
$ Z-)S -
7 D -
$221
42
Channel removal and reconstruction
L.S.
1
$
$/B /'~•L
(portion).
/
* Revised as per Addendum 2
SPC03-66 Addendum 2 C-2(b) revised
0 0
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT
PRICES
EXTENDED
AMOUNT
43.
Decorative columns.
EA
4
$ 9,/68
$3 1,72 I
44
Construct bathhouse per detail. See
Appendix.
EA
384
$'2`/ 4'1~
$ /w4A*,
CHANNEL
45.
T
learing and grubbing.
C
L.S.
1
$
$1
bg
I
46.
Diversion and control of water.
L.S.
1
$
$/.'J't
47.
Unclassified (Compacted fill).
C.Y.
860
$ s~
$ ~07'F~
48.
Unclassified (Excavation).
C.Y.
7,297
$ /A'-
$ ,?/1.V t t~
49
Concrete channel lining (8" thick)
and concrete channel invert.
C.Y.
1,160
$
37
$
Ste`
Concrete parapet wall, Type
a. 2'-4' high
L.F.
136
$ 417
$ „S24j 07,2°-°
b. 6' high
L.F.
106
$ Sjf,2
$5413!2p
50.
c. 8' high
L.F.
216
e~
$ S'I$
$/~*~.ZoO
d. 10' high
L.F.
117
$ %Ie N
$ 6S
e. 12' high
L.F.
27
$/~4♦OC
$ 4o.t~0 ~
51.
Asphalt concrete - 2".
TON
177
$
$ -
52.
Aggregate base coarse - 6".
TON
529
$ -2_
$ o -
53.
Chain link fence - 5'.
L.F.
286
$ , Of
$
54.
Ornamental fence.
L.F.
143
$
55.
Ornamental gates - pedestrian.
EA
2
$ z6-
$ S' Leo -
56.
Safety railing.
L.F
590
$ SD -
$ Z9 SGO^
57.
Breakaway safety railing.
L.F.
141
$ -
$ JD
58.
Bicycle trail signing and striping.
L.S.
1
$
$ JP "
59.
Bicycle detour.
L.S.
1
$
$A0'ZrJP =
60.
Swift water rescue anchoring device.
EA
5
$,Z O8
$//540
61.
Utility relocation/ reconstruction:
a. Drain extension 631+51
Garvey Avenue East Leve
L.S.
1
$
$.2B.tCj -
b. Drain extension 629+47
Garvey Avenue East Leve
L.S.
1
$
$~7y17S~
TRAFFIC AND STREET LIGHTING
62
Install 3" conduit with conductors
(push).
L.F.
1,000
$
2s. -
$
Z' - 444
63
Install 3.5" conduit with conductors
ipush?
L.F.
300
$
34 > 4'
$
` Z1--Q -
SPC03-66 Addendum 2 C-2(c) revised
• •
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT
PRICES
EXTENDED
AMOUNT
64.
Install 2 150 watt electroliers
complete per Bridge Street Lighting
Plan.
EA
18
44flj-
$ y '
$
65.
Install pullbox per Bridge Street
Lighting Plan.
EA
2
$ 3yVW0
$ it 500.
66.
Install Type III-BF service complete
per Bridge Street Lighting Plan.
EA
1
_
$
iU
$
67.
Signing and striping per plan.
L.S.
1
$
$
68.
Traffic control per plan.
L.S.
1
$
N
$ 81.200
69.
Temporary K railing.
L. F.
4,800
$ /,Z
$ 40 d7OO
70.
Temporary traffic screens.
L.F.
3,200
$ o~
M
$ /.Z, 940
71.
Temporary crash cushion modules.
EACH
12
$ .ISO'-
$ 3 DOO
72.
Inductive loops (Type E)
EACH
2
$ I '
$ G
73.
2'/:-inch Type I conduit
L.F.
1,000
$ -Mt
$ ,~j 90 00
74.
4-inch Type I conduit
L.F.
2,800
$ 't9!
$ /3 97,Z
75.
5-inch Type I conduit.
L. F.
2,800
$ ±
$ !8~ / 7.2 -
TOTAL BID SCHEDULE IN FIGURES
$
TOTAL BID SCHEDULE IN WORDS
T' x rv/
" Revised as per Addendum 2
Note: F indicates Final Pay Quantities per Section 9-3.5
S indicates Specialty Item
P indicates Partial Payment Item
Ss
SPC03-66 Addendum 2 C-2(d) revised
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
N,q R ) F17 ` 54 N P 17N:F1 D1 ally
PORTION OF WORK
8;R ► 1-1ZE ?-Em 65 VA L
CR I F)`1 T)/- 5ANTA Tf 5012J 'ti C'U)?,~, Gy i TFIZ >DI" t,/A41<1
C'q+; r) E ~C - Z/ViI~S1b_F rid-1311 ~'1 SI'h~~LT ✓,'A/G
0'Z,4V L,r C01141 Y S)111P/nlc ` 4A4AAZ ~ T A / P1 IV6 .1 S 14!' -/V 5
1 -14- 6903
/Ni GjZr y Mil jZI TA
fit y r~ 1; A / Z-
FGUh)DAT)O,N - FvN'TA&)A PiZ-/n/G
PDmv)ZUy - PER/?/S g~~-~s r6~9~3 P12_F64 ST Gl iZ,l?F/?S
PLcF ))4i4LL - AA)APE110
L/O/ A/ i SE-AL
L SIGN/~C- /A)J)US Zy FC%/7/CR4
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66 C-3
0 0
I
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
PORTION OF WORK
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66
C-3
0 0
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE NUMBER
OF SUBCONTRACTORS
PORTION OF WORK
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC03-66
C-3
0 0
REFERENCES Attached STEVE P. RADOS, INC. Construction Experience
The following are the names, addresses and telephnne numbers for three public agencies
fnr which BIDDER has performed similar work within the past 2 veam-
CALTRANS 3347 Michelson Drive, Irvine, CA 92612-1692
1. Name and Address of Owner
Project: Rte 405- Sepulveda to Rte 101 Jagdish Patel
Vladimir Gurfinkel (Resident Engineer) 818/788-3303;805/ 857-7047
Name and
person
$23,673,775 Bridge, Highway 4?.005- Active
5/ 7 (estimated completion date)
Contract amount Type of work Date completed
City of Carson 701 E. Carson St., Carson, CA
Namdland Address of Owner
Project: Del Amo Blvd. Overcrossing at Rte I-405 Fwy
Massoud Ghiam Tel 310/ 830-7600
Name and telephone number of person familiar with project
$10,617,000 Bridge, Highway 4/03
Contract amount Type of work Date completed
City of Carson 701 E. Carson St., Carson, CA
Name and #bdre#s of Owner
Project: Sepulveda Blvd. Grade Separation
Name and telephone number of person familiar with project
$14,836,406 Bridge, Highway 4/02
Contract amount Type of work Date completed
The following are the names, addresses, and telephone numbers for all brokers and
sureties from whom BIDDER intends to procure insurance and bonds:
Broker: AON 1901 Main Street, Irvine, CA 92614 tel (949) 608-6386
Surety: Travelers 9325 Sky Park Ct #220, San Diego, CA 92123
tel (858) 616-6251
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have
been due under the requirements of any AGENCY, State, or Federal equal employment
opportunity orders have been satisfactorily filed, and that no such reports are currently
outstanding.
SPC03-66 C-4
0 0
STEVE P. RADOS, INC.
Construction Experience
Job #
Project Description
Owner
Total Contract S
Code
Contract Number
Start /Finish Date
Contact Person
Active (June'06)
#273
Motherlode Force Main Sewer Replacement
El Dorado
$1,919,000
HV-S
(Sunset Lane to Shingle Springs Station)
Irrigation District
Steve Setoodeh
Install 4234 LF of 20" PVC sewer force main
FM05-11
Tel 530/622-4513
including the tie ins to the existing system.
4272 Finished Water Pump Station Modification Stockton East Active
HV-PS Remove existing diesel engines as pumps (2) Water District $1,967,000
Remove existing turbine pumps (4) Spec 07964-29626-
Remove existing angle drives & pump control valves 141 3/3/06-1/31/07
Remove existing electrical controls & switch gear. Jeanette Thomas
Install 4 new owner furnished pump control valves & Tel 209/ 948-0333
motors.
#271
Valmonte Dr./ Stewart Rd. Storm Drain
Dept. of Water
Active
$1,007,000
HV-SD
Improvement
Resources
5/1/06-9/1/06
Installation of approximately 3999 lineal ft. storm
County of
William Au
drain pipe, 24 drainage inlets, 19 manholes, and other
Sacramento
Tel 916/ 875-2225
appurtenant structures, removing & replacing curb &
Spec 3863
gutter, relocating water lines, relocating sewer services
4270
Tehachapi East Afterbay-Completion -Phase II
Dept. of Water
$13,920,720.00
1/06/06 - 4 /30/06
HV-CB
Replacement contract for completion of portion of
Resources
James Brantley
work. The original contractor has been terminated.
Spec 05-16
Tel 661/ 944-8712
Bypass facilities, flow barrier, control building,
Contract C51310
furnished rollergates, topsoil, seeding. Remove
cofferdam #2.
Santa Ana Pipeline-Excavation, Inspection &
Dept. of Water
$3,260,000.00
10/31/05- 1/30/2006
#269
Repair-Phase III
Resources
Bill Ashton
HV-W-P
4 Locations, excavate, shore, expose existing pre-
Spec#05-14
Tel 661/946-1024
stressed concrete pipe, for 18 ft length, concrete
Contract C51308
encasement and backfill, support existing utilities.
#268 Bushard Trunk Sewer Rehabilitation Orange County 9/16/02 -Active
#258 See Job # 258 Sanitation District $30,003,210
HV-S-P Job No. 1-2-4 Paul Vranesic
Tel 714/378-0087
SPRConstExperience- 1 spo 1 11/1012006
Job #
Project Description
Owner
Total Contract S
Code
Contract Number
Start- Finish Date
Rte 405-Sepulveda to Rte 101
Contact Person
#267
The bridge work to be done consists of: Greenleaf St.
CALTRANS
4/2005- Active
HWY-B
On-Ramp Undercrossing & the Ventura Blvd.
$ 23,673,775
Undercrossing; both single span bridge, one approx.
Contract
Vladimir Gurfinkel
32 meters long & 16 meters wide composed of a cast-
#07-201204
Resident Engineer
in-place post tensioned box girder supported on a cast-
Tel (818)788-3303
in-drilled hole and driven steel pile foundation. The
other bridge approximately 39 meters wide composed
Jagdish Patel
of bulb-tee girders supported on cast-in-drilled hole
805/857-7047
foundations. Retaining wall and soundwall work to be
done too.
Ortega (74) Highway
#266 Emergency contract on a 24/7 basis for the repair of CALTRANS $1,500,000.00
HWY- flood damages experienced at 6 locations along
SD Highway 74, the Ortega Highway in Orange County, Contract 1/05-2/05
CA. Work included the clean-up of mud and debris, #EA 12-OH0431 Jason Yeung, Manager
installation of various pipe culverts, rip rap, tensar Tel 949/ 724-2347
slope, stabilization, asphalt paving, guard rail, seeding Fax 949/ 924-2809
and mulching, and line striping.
Lower NW Interceptor-Sacramento Force Main
#265
The work consists generally of installing
Sacramento
HV-S
approximately 9,962 LF of dual 66 inch RCCP,CCP or
Regional County
$43,204,456.00
WSP force main by open trenching method. Installing
Sanitation District
1/05-Active
approximately 1,480 LF of dual 66inch RCCP force
(SRCSD)
Robert Cockburn
main by microtunneling. Installing approximately
Const. Manager
Ben Townley
640LF of dual 84 inch steel casing by microtunneling
Contract
Resident Engineer
with 66 inch WSP force main carrier pipe. Installing
#3799
Tel 916/665-2220
approximately 1,047 LF of 66 inch RCCP force main
Fax 916/665-5235
by open trenching.
#264
Garden Grove Freeway (SR-22)
HWY-
The project will widen the freeway along 12 miles,
Orange County
$390,000,000.00
DB
from its eastern connection at the Costa Mesa Fway to
Trans. Authority
Valley View St, near the San Diego Fway. The
(OCTA)
9/04-Active
improvements include building 2 carpool lanes, adding
HOV Lane/Design
2 auxiliary lanes between the Santa Ana Freeway &
Build
Beach Blvd, elevating the fway connector with the
Contact:Rick Grebner
Orange Fway at the City Dr. to eliminate chronic
Granite-Myers-Rados-
Program Manager
714/ 560-5729
traffic weaving, & building new on-and-off ramp lanes
lointVenture
& additional sound walls.
Contract 4C-3-0663
SPR Const Experience-1 spo 2 11/10/2006
Job #
Project Description
Owner
Total Contract S
Code
Contract Number
Start- Finish Date
Contact Person
4263
Lower NW Interceptor-Southport Gravity Sewer
Sacramento
$36,653,752.00
HV-S
The work consists of installing approximately 18,200
Regional County
lineal feet of 120 inch diameter reinforced concrete
Sanitation District
12/04- Active
sewer pipe, 17 manholes, and associated
(SRCSD)
Erick Strickland
appurtenances. Pipeline construction will utilize open
Contract # 3795
Tel 916/ 928-9600
cut techniques.
Fax 916/ 928-9605
#262
Coloma Water Treatment Plant Parallel Line
So. California
$930,802.00
HV-TP-P
Constructed approximately 4,640 feet in 24 inch raw
Water Co.
11/04- 2/05
water transmission line along Folsom Blvd.
Contract
Scott D. Fort
# 12240-000
Tel 916/ 853-3628
Fax 916/ 852-0171
#261
Upper NW Interceptor Section 71Elkhorn
HV-S-P
Sacramento
$22,322,757.00
Pipe diameter, length, depth
Regional County
7/03- Active
32"48, 24,500 LF, 10'-25'
Sanitation District
Glen Grant
(SRCSD)
Tel 916/ 924-8844
Contract #3646
916/ 338-3561
Fax 916/ 338-5129
#260
Folsom East Interceptor/Folsom Blvd Widening
Sacramento
$14,322,885
HV-S-P
Regional County
1/03- 9/04
Pipe diameter, length, depth
Sanitation District
Thor Lude
54"-72", 11,800 LF, 29'-35'
(SRCSD)
Tel 916/ 875-2728
Contract 3701
Fax 916/ 338-5129
#259
Rte 73-Modify Exist Storm Drain Systems
$2,048,000.00
HWY-SD
CALTRANS
Construction on State Hway in Orange County at
12/02 -10/03
various locations from 0.2 km. west of wildlife
Contract
Jose L. Berrios
undercrossing no. 1 to 0.7 km of Bison Ave.
4 12-OC9414
Tel 714/ 556-0784
Fax 714/ 556-3869
overcrossing
.
#258
Bushard Trunk Sewer Rehabilitation Treatment
Orange County
$30
033210.00
HV-S-P
Plant #2 to Ellis Avenue
Sanitation District
,
Construction of a new trunk sewer pipeline in the
11/02 - Active
cities of Huntington Beach & Fountain Valley, in
OCSD Job. No
Orange County, CA. According to the Orange County
1-2-4
C. Mike Bock
Sanitation Dist.'s 1999 Strategic Plan, the existing
Tel 714/ 593-7340
Bushard Trunk Sewer was identified as being
Fax 714/ 964-4775
hydraulically and structurally deficient and in need of
SPR Const Experience-1 spo 3 11/10/2006
•
r:
Job#
Project Description
Owner
Total Contract $
Code
Contract Number
Start - Finish Date
rehabilitation. In addition , future uses for the sewer
Contact Person
include providing relief for the Knott Interceptor
Sewer/Interplant diversion and wet weather flow
storage. The pipeline will extend approximately
21,800 linear feet and have an invert depth generally
ranging from 15 to 20 feet below ground surface.
Construction of Avenida delas Banderas
City of Rancho
$2,400,000.00
#256
Overcrossing
Santa Margarita
2/02- 12/02
HV-SD
Mobilization, clearing and grubbing, traffic control,
construction of the Avenida delas Banderas
Spec #55-698
Tom Wheeler
Overcrossing and regarding roadway approaches.
City Engineer
Tel 949/ 635-1800
Fax 949/635-1840
Contra Costa Multi-Purpose Pipeline
851.00
$50
505
#255
Project & Raw Water System Improvements
Contra Costa Water
,
,
HV-W-P
This project incorporated the installation of 107,000ft.
District
6/01- 2/03
of 42 inch diameter treated water and raw water for the
Contra Costa Water District. Work included multiple
Project #197071
Annette McClemore
tunneling locations of 2000 feet of 42 inch pipe up to
Tel 925/ 688-8130
30 feet deep. Other work included cathodic protection
Fax 925/ 688-8350
systems, and 1500 double cell box culvert and 70,000
feet trail paving.
Geysers Recharge Project-Healdsburg
City of Santa Rosa
$20,227,000.00
#254
Pipe diameter, length, depth
HV-W-P
48", 34,500 LF, 10'-20'
Contract #00-845
6/0- 12/5/02
Installation of over 34,000 feet of 48" pipe for the
Dan Carlson
Santa Rosa Subregional Water Reclamation District.
Tel 707/ 543-3357
One microtunneling location crossed under the South
Or 543-4200
Fax 707/ 543-3035
Russian River with a 60" diameter carrier casing at a
depth of up to 56 feet deep and 426 ft. long. This
work also included up to 20 foot diameter at the
tunneling locations, an on-site Controlled Low
Strength Material (CLSM) plant for backfilling the
pipe, relocation of utilities and traffic control for a
heavy vineyard harvesting traffic.
SPR Const Expenence-1 spo 4 11/10/2006
•
•
Job #
Project Description
Owner
CODE
Contract Number
Total Contract $
Start -Finished Date
Contact Person
#253
Del Arno Blvd. Overcrossing at 1-405 Fwy
City Of Carson
HWY-R
Construction of 1,000 foot post tensioned cast-in-place
$10,617,000.00
box girder bridge crossing over 12 lanes of Interstate
405. This 6 lane bridge also spanned a 270 foot wide
Project No. 22
3/01-4/03
Dominguez Channel. A double dike water diversion
system was implemented to protect the work zone
Massoud Ghiam
against tidal influences and pumped up to 10 million
Tel. 310/ 830-7600
gallons of water a day. This project required
Fax: 310/830-7600
coordination with numerous utility companies in order
to relocate and protect in place over a dozen utility
companies including high pressure gas, oil, hydrogen,
sewer and water mains. Over 3.1 million pounds of
reinforcing steel was corporated over 13,600 cubic
yards of concrete in the major structures. The
construction included a double cell reinforced concrete
box with 36,000 square feet of wall forms. This box
was constructed under a channel diversion. Other
items of work included shotcrete slope paving and
channel transition walls, asphalt paving, intersection
signalizaton and relocation of a fiber optic highway
communication lines.
#252
California Meadows/ SR 29/ SR 37 Sanitary Sewer
HV-SS-P
Rerouting Project
Vallejo Sanitation
.
& Flood Control
8,761,000.00
Pipe diameter-200mm, Length-1050mm4 Depth-3500 metersI
District
8/00-7/02
Installation of 8" through 42" sanitary sewer including
Job #WW 1530 &
jacking, boring, microtunneling & appurtenances.
Job #WW1531
Rudolf Ohlernutz
Tel 707/644-8949
#251
Fax 707/ 644-8975
HV-SD-P
Greenflag Storm Drain
L.A. County, Dept
Installation of storm drain pipe up to 96" diameter pipe
of Public Works
$8,493,000.00
on different lines for the County of Los Angeles. This
project was constructed in a residential neighborhood
10/00- 7/02
with very tight and narrow right-of-way constrains and
overhead utility linbe obstructions. This work also
Imad Abboud
included 730 feet of tunneling in sandy soil up to 100
Tel. 213/0847-5170
feet deep. A 160 foot long by 120 foot wide by 18 feet
deep detention chamber was constructed under a park.
#250
HV-W-P
Allen-McColloch Pipeline Repair (6 sites)
MWD of Southern
California
$1,535,000.00
The work consisted of the removal of existing pipeline
Contract No. 1431
4/00-6/00
and installation of new Metropolitan furnished
John Wallace, R.E.
SPR Const Experience-] spo 5 11/10/2006
Job # Project Description
Code
pipeline at 6 locations along the McColloch Pipeline.
The existing pipeline was prestressed concrete
cylinder pipe with nominal diameters of 66 inches, 69
inches, and 78 inches. The Metropolitan-furnished
pipe was welded steel pipe of the same nominal
diameters. The work also included surface
demolition, shoring, earthwork, welding, concrete,
lining and coating the new pipeline, and disinfection of
the pipeline.
Owner
Contract Number
Tel 213/ 217-6000
Total Contract $
Start/ Finish Date
Contact Person
Work had to be completed within a 168 hour shutdown
for 5 sites and 96 hour shutdown for 2 other sites.
STEVE P. RADOS, INC. successfully completed the
job ahead of schedule.
Pipe diameter, length, depth- 66"-78"
360 LF(total) up to 24; Type of Pipeline -WSP
#249 Sepulveda Blvd. Grade Separation
HWY-R-B Winner of Carson's 2003 Distinguished Project
Award. This project incorporated retaining walls and
a bridge span over a major railroad yard to ease
congestion in the City of Carson. Retaining walls used
over 3,600 cubic yards of concrete. The bridge
included almost 10,000 cubic yards concrete.
City of Carson
Contract #71-
DPM-0046 (001)
$14,836,406.00
9/16/99-4/02
Patricia Elkins
Tel 310/ 830-7600 x1816
Fax 310/ 830-1206
#248
HWY-R-SD Rte 105- Century Fwy Drain Replacement Ph II
Upgraded the drainage systems by removal and
abandonment of existing systems; constructed new
high density polyethylene pipe drainage system.
Location: In Los Angeles County-South Gate,
Paramount, and Downey from 0.6 km west of Garfield
Ave. Overcrossing 0.3 km east of Woodruff Ave.
Overcrossing District 07, Rte 105
#246 Washington Blvd./ Santa Fe Improvements
HWY-RR-B
This included 3 bridges: 1) Santa Fe Ave. Bridge
which is a seven span, cast-in-place box girder bridge.
It is 712 ft long & 25 ft high 2) BNSF Bridge over
Washington Blvd. is a steel truss bridge 206 ft long
and 42 ft high that includes 2 railroad lines. 3)ACTA
Bridge over Washington Blvd. is a steel girder bridge
151 ft. high that includes 5 railroad lines. Other
significant work included retaining walls, storm drain,
CALTRANS
Contract # 07-
195004
ACTA (Alameda
Corridor
Transportation
Authority)
Contract #00097
$3,616,975.00
7/99-3/00
Tom Zawitowski
Tel 562/ 401-3339
$36,866,000.00
8/99-6/02
Mark Hackbarth
Tel 323/ 826-1930
SPR Const Experience-I spo 6 11/10/2006
0 0
Job # Project Description Owner
CODE Contract Number Total Contract S
sewer & other utility installation as well as box culvert Start/Finish Date
Contact Person
construction.
#245 Rte 105- Century Fwy Drain Replacement CALTRANS $6,704,655.00
H W Y-R-SD 7/98-10/99
Rehabilitate portions of Interstate 105 (Century Contract #07- Tom Zawitowski
Freeway) from west of Garfield Ave. to Woodruff 4C2804 Tel 562/ 401-3339
Ave.
San Antonio /Euclid Overcrossing- Rte 30 SANBAG $8,359,007.00
#244 Construction of two (2) span cast-in-place, post 12/97-10/99
"WY-R-13 tensioned box girder bridges each approximately 250 Contract #98-019 Tom Webb
feet long-and roadway approach and appurtenances. Tel. 909/ 981-9289
4243 Inland Feeder-Riverside Pipeline South Metropolitan Water
00
District 11/97-8/99
HV-W-P Pipe diameter, length, and depth 11/97- 8199
144", 30,000 LF, 20'-35'
Project consisted of furnishing & installing Contract #1300 Norm Barnard
approximately 7 miles of 145.5 inches inside diameter Tel. 213/ 217-6000
welded steel pipeline. Construction of a reinforced
concrete box siphon approximately 270 lineal feet in
lenth. Reinforced transition structures with a concrete-
lines canal turnout from and return to the existing San
Diego Canal and appurtenant work. Demolition of
two existing stilling well associated with the pipeline
crossing the Casa Loma Casa land replacement of the
concrete lining in the Casa Loma Canal.
#242
Arena Drain & Pump Station
HV-SD-PS
Construction of a storm runoff pumping station with
L.A. County, Dept.
appurtenant mechanical equipment, electrical
Of Public Works
$6,814,830.00
instruments and related inlet structure, retention basin.
Discharge lines and storm drains; and demolishing and
Contract # CB-
6/98-8/99
salvaging two City of El Segundo pump stations
14248
including removal and disposal of waste. The project
James Cathey
is located within the City of El Segundo.
Tel 818/ 458-3149
Sand Canyon Bridges 56 & 57
E.T.C.A./Silverado
#241
Bridge 56 is a 13 span, three frame, cast-in-place post
Constructors (Prime
$11,914,000.00
HWY-R-B
tensioned box girder bridge. It is approximately 2087
Contractors)
feet long and 37.5 feet wide supported by driven
5/97- 11/98
concrete piles. Bridge 57 is 15 span, cast-in-place post
Contract #(SUB)
tensioned box girder bridge. It is approximately 2900
40527-0045
William Corn
feet long and 37.5 feet wide supported by concrete
Tel 714/ 451-0862
SPR Const Experience-1 spo 7 11/10/2006
0 9
Job#
Project Description
Owner
CODE
Contract Number
Total Contract S
piles. This bridge interfaces with mechanically
Start- Finish Date
stabilized earth (MSE) retaining walls.
Contact person
#240/239
Sunset Blvd. Pumping Plant
HV-S-PS
The various construction elements were:
City of Los Angeles
$8,149,200.00
A new Sunset Pumping Plant and emergency storage
3/97-1999
facilities: a force main sewer located along pacific
Contract #
Fred Abdoh
Coast Hway between Sunset Blvd. & Potrero canyon.
EXX31458&
Tel 818/ 756-9435
A gravity sewer lateral between the Tahitain Terrace
E200245
Mobile Park Home and Temescal Canyon Road; a
gravity lateral in Mantua Road; a gravity lateral in
Temescal Road Canyon Road; a gravity sewer lateral
in Pulga Canyon, with a lateral connecting to the
existing lateral in Puerto Del Mar; a diversion sewer
in Muskingham Ave., extending from Northfield St. to
the new lateral in Pulga Canyon.
# 238
Rte 133/5 Separation Bridges
E.T.C.A./Silverado
HWY-R-B
Route 133/5 Separation Bridges is a four span and a 5
Constructors(Prime
$3,293,966.00
span, cast-in-place box girder bridge. Approximately
Contractor)
9170 cubic yards of structural concrete including
10/96-11/98
abutments. At approximately 65 feet high this bridge
Contract No. (SUB)
includes 2 cloverleaf connectors.
#0527-0042
William Corn
El Paseo Storm Drain
City of Newport
#237
Pipe diameter, length, depth
Beach-Dept. of
$2,325,242.00
HV-SD-P
102", 1850 LF, 12'-20
Public Works
5/13/96-2/97
Marla Matlove
Installation of 1850 LF long storm drain 60" to 102"
Tel 714/ 644-3322
diameter with 161 LF jacking under PCH, one
junction and one transition structure.
#236
Hollyhills Storm Drain- Unit 2
LA County, Dept.
HV-SD-
This project consisted of installation of over 4800
of Public Works
$13,857,216.00
CB
linear feet of reinforced concrete box sections up to 25
ft wide and up to 2 feet high and up to 30 ft deep for
Contract No.
4/17/95- March 97
the Los Angeles County flood Control district,
FX50950
including 33 transition structures and/or junction
Gary Johnson
structures, flap gates, and 925 heal feet of 48" RCP
Tel 818/ 458-3114
plastic lines sewer pipe. This work done with deep
shoring under traffic control on cristreets with
considerable amount of groundwater. Restoration of
5PR Const Experience-1 spo 8 11/10/2006
•
•
Job # Project Description Owner
CODE Contract Number Total Contract S
the existing streets section was also replaced. The Start/ Fnish Date
Contact Person
total amount of the final contract was $15,622.91.
4235
San Diego Seismic Retrofit- Rte 8,805
CALTRANS
$40,495,483.00
HWY-R-B
Project consisted of enlarging 30 viaduct footings and
Contract 11-050024
2/13/95- 1/99
columns, 95 ramp footing columns. 5.4 million
pounds of reinforcing steel was covered with 800 CY
Steve Matthew-John
of ramp column concrete and 9100 CY of viaduct
Tel 619/ 528-0428
column shafts were vibrated into the potentially
liquefiable soil. Over 77,000 LF of cast-in-steel pile
(CISS) and casi-in-drill hole (CIDH) pile wer
installed. All of this work was accomplished under
line traffic. Two new 60" via duct columns were
installed on four 75' deep 90" diameter piles.
#234
HV-W-P
LA Reservoir Bypass Line #2
Dept. of Water
$4968,559.00
&Power
1/95- 2/29/96
Pipe diameter, length, depth
Contract No. 9013
Stephen C. Nielsen
48"-84, 1850 LF, 12'-20'
Tel. 213/ 367-0909
Installation of.
-1850 LF 84" diameter welded steel pipe (CML&C)
A ea 84" butterfly valve
A ea 72" butterfly valve
-6 ea pre-cast valve vault
-mechanical, electrical
#233
HWY-R-B
Laguna Canyon Bridges
California
$10,446,277
Laguna Canyon Bridges is a six span, cast-n-place post
Corridors
4/6/95-Dec 96
tensioned box girder bridge. Approximately 9170
Constructors
cubic yards of structural concrete including abutments.
Contract No.-
Norm Matson
At approximately 65 feet high this bridge includes 2
Subcontruct#021
cloverleaf connectors.
#232
Rt 118-Bull Creek Bridge Repair
CALTRANS
$1,788,594.00
HWY-R-B
Contract No.
1/21/94-2/18/94
07H41-EQ
Amer Bata
Tel 213/260-9459
#231
HWY-R-B
Rt 118-Mission Gothic Bridge Repair
CALTRANS
$645,303.00
Contract No.
1 /21 /94- 2/18/94
07H727-EQ
Job #
SPR Const Experience-1 spo 9 11/10/2006
•
Project Description
Code
#230
HV-FC-
LR
#229
HWY-R-B
#228
HV-F-LR
#227
HWY-R-B
#226
H V-S-P
#225
H WY-
TR-B
Nishnabotna River Levee Repair
Moulton Section
Type/
Length(LF)
•
Owner
Contract Number
U.S. Army Corps
of Engineer
Contract
No.DACW45-94-
C-008
Total Contract S
Start/Finish Date
Contact Person
$199,885.00
11/21/94- 2/ 1 /94
Bridges California Corridor
High Width Constructors
(FT) (FT)
El Toro Bridge CIP box girder bridge/ 30 74
1350
Aliso Creek CEP box girder bridge/ 25 71
816
Laguna Hills CIP box girder bridge/ 25 71
376
Glennwood Dr CIP box girder bridge/ 30 81
Corning/Mill Creek Levee Repair
Rt I IO-Redondo Beach
Demolition and reconstruction of 149 Street
Overcrossing and the Strawberry Park Railroad
Bridge. The construction included 2,675 cubic yards
of structural concrete and 493,000 pounds of
reinforcing steel. Other work included retaining wall
and sound wall construction.
Baker-Gisler Interceptor Sewer
Pipe diameter, length, deep
24"-66", RCPNCP
$11,966,605
Contract No.
Subcontract#008
U.S. Army Corps
of Engineers
Contract No.
DACW45-93-B-0169
CALTRANS
Contract No. 07-
119084
Orange County
Sanitation
Baker-Gisler Interceptor, from Reclamation Plant 41 Contract No 14-1-
to Gisler Ave. Contract No. 14-1-1 A-a-2 and la-2 & 1-16
modification to Santa Ana Dyer Road Trunk Contract
No. 1-16.
Metro Rail Greenline-Century/Compton
The Metro Green Line is one section of the overall LA County
light railway system connecting Los Angeles with the Transportation
Commission
4/ 1 /94- Oct. 96
$639,999.00
10/22/93-4/24/94
Larry Gann
$6,000,607.00
1/10/93- 3/14/96
Naresh Kumar
Tel 310/ 609-1268
$2,945,000.00
4/20/92- II/l/92
John Linder
$66,447,526.00
SPR Const Experience-I spo 10 11/10/2006
0 0
Job#
CODE
Project Description
Owner
Contract Number
Total Contract S
Start-Finish Date
Contact Person
6/12/91- 4/7/95
adjacent communities to reduce congested freeways.
#224 This project consisted of 13,000 feet of post tension
HV-FC- box girder bridge, 205 bridge columns. 2,000 feet of
cc this line was an "at-grade" segment utilizing
mechanically stabilized earth retaining walls.
Lower Santa Ana River Channel
Construction of approximately 3.2 miles of reinforced
concrete channel, approximately 2.6 miles of stone
and grouted stone channel, stone jetties and dikes,
#223 bicycle bridge, automatic tidal gates, utilities
HV-W-P construction (water and sewer line) and removals, site
clearing and gubbing, excavation and fill, diversion
and control of water and appurtenant work.
Santa Margarita South Co Pipeline
Pipe diameter, length, depth
Job # 48"-66", 33,800 LF, 25'
CODE
PCH Bridge-Rt/Brookhurst
Construction of Talbert Channel Bridge (Flat Slab
#222 Bridge) and the demolition of Santa Ana River Bridge
HWY-R-B and staged construction of the Santa Ana Bridge with
the use of sheet pile walls. The new bridges included
6,850 cubic yards of structural concrete and 1,380,000
pounds of reinforcing steel. Other work included
levee improvements, rock slope protection, retaining
wall and sound wall construction.
Tustin Ranch Road- Bridge
Construction of State highway in Orange County in
#221 Tustin from El Modena Channel to 0.1 mile south of
HWY-R-B Browning Ave. It consisted of widening the freeway
and constructing an interchange.
Rt 105-Inglewood Box Culvert
Frontage road, cul-de-sacs and drainage facilities
#220 constructed.
HWY-SD-
CB
Contract No. R23-
T01-C0100
Army Corps of
Engineer
Contract No.
DACW09-91-C-
0007
Santa Margarita
Water District
Contract No.
1485A
CALTRANS
Tom Waller
Tel 310/ 568-0270
$43,110,828.00
4/15/91-8/l/93
Bill Gallegos
Tel 714/ 645-6918
$23,253,800.00
11 /l /90- 9/30/92
Dan Roberson
Te 1714/ 455-2722
Contract 12-023774 $14,447,469.00
CALTRANS
Contract 12-018824
10/30/89-5/21/92
Bill Decker
Tel 714/654-1409
$10,041,836.00
6/26/89- 7/31/91
Enrique Alonso
Tel 714/ 544-8890
CALTRANS
Contract No. 07-
007464
$7,710,661.00
10/30/89- 12/11/90
Sean Rovhani
SPR Const Expenence-I spo 11 11/10/2006
0
•
Job# Project Desorption Owner Tel 916/ 654-4607
CODE Contract Number
Total Contract S
#219
HWY-R-B Rt. 5- Jamboree Uncrossing CALTRANS ConStarttFinish Date
tact Person
Demolition and reconstruction of the Jamboree Road $11,722,039.00
undercrossing and the El Modena Channel Bridge in Contract No.- 07- 10/20/88- 4/9/91
Orange County, including 6 ramps and 1 off-ramp 018814
realignment. Bridge demolition and reconstruction Tim Buchanan
was performed over 5 stages. The new bridges Tel 916/ 654-4607
included 7,000 cubic yards of structural concrete and
1,000,000 pounds of reinforcing steel. Other work
included construction of a pumping plant and over
47,000 tons of asphalt concrete.
#218
HWY -R-
Rte 105- Bridges at imperial, Prairie, Hawthorne
CALTRANS
B
Frontage roads constructed and city streets
$17,552,000.00
reconstructed by grading and paving with asphalt
Contract No. 07-
concrete on aggregate subbase and paving with
018814
9/1/88-10/15/91
Portland cement concrete on lean concrete base over
aggregate base, and reinforced concrete box culvert
Sean Rovhani
and 3 multispan prestressed concrete box girder
Tel 916/654-4607
bridges constructed.
Job #
CODE
Rte. 405- Culver Drive Overcrossing
CALTRANS
Bridge widened and ramps modified
Contract No. 07-
#217
003414
$1,340,109.00
HWY-R-B
5/5/88-5/31/90
Rte. 55-McFadden
Bill Decker
Widening 3.4 miles of Route 55 through Santa Ana,
CALTRANS
#216
California. Removed and replaced the McFadden
HWY-R-B
overcrossing under staged construction. New
Contract No. 07-
$19,284,728.00
construction of Warner Ave. overcrossing, and the
102754
widening of three other bridges. Other work included
10/20/87- 3/15/90
retaining walls with over 2500 cubic yards of
structural concrete, and over 151,000 pounds of steel
Brent Felker
reinforcement, 60,000 square feet of sound walls, over
Tel 916/ 654-4607
103,000 tons of asphalt paving.
Rte 105 Airport Viaduct (LAX)
CALTRANS
Interchange and portion of viaduct constructed and
Contract No. 07-
airport facilities modified.
060394
$25,305,354.00
#215
9/25/87- 10/9/92
HWY-R-B
Nairouz Griess
Rte 405/105 Detours & Widening
CALTRANS
Tel 916/ 445-0437
Widening of 2 miles of Route 405. New construction
Contract 07-060194
SPR Const Experience-1 spo 12 11/1012006
0 0
AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority
business enterprises for those portions of the work to be subcontracted, and that such
affirmative actions have been fully documented, that said documentation is open to
inspection, and that said affirmative action will remain in effect for the life of any contract
awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to
meet all equal employment opportunity requirements of the contract documents.
NONCOLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals
are those named herein; that no officer, agent, or employee of the AGENCY is personally
interested, directly or indirectly, in this proposal; that this proposal is made without
connection to any other individual, firm, or corporation making a bid for the same work, and
that this proposal is in all respects fair and without collusion or fraud.
SPC03-66 C-5
• •
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Bidder's Name
STEVE P. RADOS, INC.
Business Address 2002 E. McFadden Avenue, S
Santa Ana, CA 92705
i
Telephone No. 714/ 835-4612
State Contractors License No. and Class 484452 A & B
Original Date Issued
12/23/85
Expiration Date 12/31/07
The following are the names, titles, addresses, and telephone numbers of all individuals,
firm members, partners, joint venturers, and/or corporate officers having a principal interest
in this proposal:
Stephen S. Rados President
Stephen A. Rados Secretary
The date of any voluntary or involuntary bankruptcy judgements against any principal
having an interest in this proposal, or any firm, corporation, partnership or joint venturer of
which any principal having an interest in this proposal was an owner, corporate officer,
partner, or joint venturer are as follows:
NONE
All current and prior DBA's alias, and/or fictitious business names for any principal having
an interest in this proposal are as follows:
NONE
SPC03-66 C-6
• •
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names,
titles, hands, and seals of all aforenamed principals this 13th day of
November , 2006
BIDDER: Steve P. Rados, Inc.
Stephen S. Rados, Pres
signatdre
Stephen A. Rados, Secretary 4 / /D;~-
s4hature
l
The undersigned declares under penalty of perjury under the laws of the State of California
that the representatives made hereto are true and c rr ct.
Contracto Signature
STEPHEN S. RADOS
Printed Name
Note: All signatures must be acknowledged before a Notary Public, and evidence
of the authority of any person signing as attorney-in-fact must be attached.
I
SPC03-66 C-7
0 0
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Orange J } ss.
On November 13, 2006 before me, Sandra Lucero Po. Notary Public
Date Narne and Tale of officer le. g.. -Jane Doe. Notary Pubic)
personally appeared Stephen S Rados & Stephen A. Rados
Name(sf of Signer(s)
X~ personally known to me
- proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their
authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the
SANDRA LUCERO PO entity upon behalf of which the person(s) acted,
Comm. 11540333 executed the instrument.
N NOTARY PUBLIC-MlF0RW N
Qkl C Ex" Jan. 1,2009
WITNESS my hand and official al.
Place Notary Seal Above
gnature of No' Publ
OPTIONAL Sandra tucero ro, Notary Public
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer - Title(s):
❑ Partner - - Limited _ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other: -
Signer Is Representing:
Tao
Number of Pages:
Signer's Name:
i Individual
Corporate Officer - Title(s):
❑ Partner - - Limited -General
E Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Top of t,
02004 National Notary Assocratwn ---9350 De Soto Ave.. Po. Box 2402 - Chatsworth. CA 91313-2402 hem No. 5907 Reorder Can Toll-Flee 1-600-876.6827
CITY OF ROSEMEAD
PROPOSAL GUARANTEE
BID BOND
FOR
•
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(}06)
KNOW ALL MEN BY THESE PRESENTS that Stcvc P. Kidos, Inc.
as Bt00ER, and
Trave ers asu-r tui-an uuetr ompanr o meric i
a corporation organized and existing under the laws of the State of onnec ticut , and duly auihorzed to transact business
under the':aws of the State of California, as SURETY, are held and firmly bound unto the City of Rosemead, as AGENCY, in the penal
sum of [IN WORDS)
dollars I o o i which is 10 percent of the total amount bid by BIDDER to A(3ENCY for the above-stated project, for
the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above-
stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER it the manner
and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY.
IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an
original hereof, have been duly executed by Bidder and Surety, on the date set forth below, the name of each corporate party being
hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:. Novemker 9 2006 -
BIDDER Name: Steve F. ados Inc.
- -
Address: zoo' W Mc _ F _ J n # zoo
SURETY: Name- Travelers (_asualtcl and `?uretcj ConiRa l OFAmenca
Address: 9325 Sky Fark Court, '~3uite 220
Note: This bond must be executed and dated, all signatures must be acknowledged before a Notary Public, and
evidence of the authority of any person signing as attorney-in-fact must be attached,
SPC03-66 C-S
Type Name andTille: Stephen S. Rados, President
Type Name and Title: Line k gon r AttorninLjjn-Eact
• •
ACKNOWLEDGEMENT
State of California
County of Orange
On Noy o 9 moo before me, J. Barragan. Notary Public
(here insert name and title of the officer)
personally appeared Jane
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and acknowledge to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s) acted, executed the instrument. J. BARRAGAN
WITNESS my hand and official seal. Commission # 1635125
a rid Notary Public - Callfomla
v. Orange County
Signature My Comm. Expires ion 5, 2010
(Seal)
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
ATTORNEY-IN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER:
TITLE OR TYPE OF DOCUMENT
❑ PARTNER(S) 8 LIMITED
GENERAL
DESCRIPTION OF ATTACHED DOCUMENT
NUMBER OF PAGES
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
STPAUL
TRAVELERS
POWER OF ATTORNEY
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
attorney-In Fact No. 213962
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casually and Surety Company of America
United States Fidelity and Guaranty Company
Certificate No. 0 0 0 2 5 5 4 6 5
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul
Fire and Marine Insurance C ompam. St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota, that Farmington Casualty Company. Travelers Casualty and Surety Company. and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and
Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that
the Companies do hereby make. constitute and appoint
James A. Schaller, Jeri Apodaca, Linda Enright, Mike Parizino, Nanette Madella-Myers, Rhonda C. Abel, Jane Kepner, Grace Reza, and
Rosa E. Rivas
of the City of Irvine . State of California , their true and lawful Attomey(s)-in-Fact.
each in their separate rapacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds. recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any, actions or proceedings allowed by law.
IN WITNMS HEREOF, the Comp: have caused this instrument to be signed and their corporate seals to be hereto affixed, this
arc
day of
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
20th
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
SUNEry „FC MSG P~ ~ns"4 J.~ir e~o~ `p syyy ~U1Y'W7
#,df°'46 n g ~OAlit♦D 92~ - i ~rlo~v`•.i~~~ iF~.fy}roa~r~ C r MMtsORD, ~ ~ OpM. e ~ ~
~cl~t2• s ' `1977 1951 ~ ,t ^'r~ ~~.:5EAL,~o/ ~a~.,S81LL/~ woF
(~.~t+0 0
`~SFCA'Ya ~ _.~1 ,Ii •OC~.{W~ \.,.rw ui ~ I~. A11v fy J1 ~Y
State of Connecticut
City of Hartford ss.
By:
G ttge W' t umpson. Sen r 1'ir Preddent
20th March 2006
On this the day of . txfore me personally appeared George W. Thompson. who acknowledged
himself to be the Senior Vice President of Farmington Casualty Company. Fidelity. and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters.
Inc.. Seaboard Surety Company. St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company. Travelers
Casualty and Surety Company. Travelers Casualty and Surety Company of America. and United States Fidelity and Guaranty Company. and that he. as such, being
authorized so to do. executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
G•T171 "
In Witness Whereof, I hereunto set my hand and official seal. To
,%I~ Commis lion expires the 30th day of June. '_(N16. * j0uel~a #
alf 0
58440-9-05 Printed in U.S.A.
c~uvu►
Marie C. Tetreault, Satan Public
OF
0
proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their
authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the
entity upon behalf of which the person(s) acted,
executed the instrument.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
-v` .,;~:c"~'c~. ~'`i~4,~~ ;r.•<^a_ ~•-.ti; • _~,r [:.cv`->4~:~ <~< ~~s~~.'~~: =tip 1r:C'~~5~_S~. _ _
State of California
County of Orange
On November 13, 2006
Date
personally appeared
SS.
before me, Sandra Lucero Po, Notary Public ,
Name and Title of Officer (e.g.. "Jane Doe. Notary Public')
Stephen S Rados
Name,.si r.f S,gner(s)
XX personally known to me
SANDRA LUCERO PO
N Comm.l1540333
eoT~ar PUItUC-cfu~o~nu Ul
~ Corfnlt ~Im, 1, ~OOi
WITNESS my hand and official seal.
P'!.ace Notary Seal Above V 1 a
OPTIONAL gnafu a of Nctary Pu
Sandra ~ucero o
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Individual
❑ Corporate Officer - Title(s):
❑ Partner - Limited - General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Bidder's Bond- Reconstructi
911 Tel Is I'll f!~Ifl:;:i e
•
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer - Title(s):
❑ Partner - - Limited General
G Attorney in Fact
- Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Ave
TOP J.
87
® 2004 National Notary Association • 9350 De Soto Ave.. PO. Box 2402 • ChatswoAft. CA 91313-2402 Item No. 5907 Reorder Cal Toll-Free 1.800 66827
•
•
ADDENDUM NO. 1
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
This attached Addendum No. 1 forms a part of the Contract Documents for the above-
identified project and modifies the original Specifications and Contract Documents as
noted below. Portions of the Contract Documents not specifically mentioned in this
Addendum remain in force. All trades affected shall be fully advised of these changes,
deletions, and additions.
l
- /5- a6
Kenneth J. Rukavina
No, 42866
I acknowledge receipt of this Addendum No. 1 and accept the aforementioned.
November 13, 2006
Date
Attachment
uaie
Bidder
Stephen S. Rados, President
SPC03-66 Addendum No. 1
•
ADDENDUM NO. 2
•
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
IN THE CITY OF ROSEMEAD
FEDERAL PROJECT NO. BRLS-5358(006)
Addendum No. 2 forms a part of the Contract Documents for the above-identified
project and modifies the original Specifications and Contract Document as noted below.
Portions of the Contract Documents not specifically mentioned in this Addendum remain
in force. All trades affected shall be fully advised of these changes, deletions, and
additions.
The City of Rosemead has established a
hosted by Willdan that allows bidders to
documentation. Bidders may access this
ftp://ftp.wilidan.com.
Username: "garveyavenuebridge"
Password: "garveyavenuebridge".
"ftp" (file transfer protocol) Internet website
review/print Addendum No. 2 and related
information by logging onto the website at
The following information may be found in the "GarveyAvenueBridge" folder. Each file
must be copied into a folder on your local hard drive.
1. Complete Addendum No. 2 (11 pages)
2. Revised Bid Schedule
3. Revised Final Report of Geotechnical Investigation
4. Lead Paint Inspection Report
5. Federal Wage Decision
6. Decorative Column Detail
If a bidder does not have Internet capability or is having difficulty accessing the website,
these documents are available for review at the City of Rosemead Public Works
Department. Please contact the City of Rosemead Public Works Department at (626)
569 ZI50 to make arrangements.
Z -41W
Alfonso
RCE No. 50706
acknowledge receipt of this Addendum No. 2 and accept the aforementioned.
November 13, 2006
Date
Attachment
Spc03-66
Date
Bidder
Stephen S. Rados, President
•
14 7-TA CIVIVE.uT 9
CITY OF ROSEMEAD
BID ANALYSIS FOR
RECONSTRUCTION OF GARVEY AVENUE BRIDGE
OVER RIO HONDO CHANNEL
Federal Project No. BRLS-5358(006)
BIDDERS BID AMOUNT
Reyes Construction
$
10,869,568.20
Sema Construction
$
11,194,740.95
Steve P. Rados, Inc.
$
11,556,234.92
CC Myers, Inc.
$
11,949,130.90
Griffith Co.
$
12,727,017.10
MCM Construction
$
12,970,049.95
Atkinson Contractors
$
13,894,816.00
Bid Amount Average: $
12,165,936.86
13565 - Spc03-66
11/14/06 mec
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D&B Business Inforniation W rt: RE YES CONSTRUCTION INC is
D&B Business Information Report
Page I of 8
AI-'TA c/fMEi1T C
t / u/ S>
Copyright 2006 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber 053012900L
ATTN: Mona Christian
BUSINESS SUMMARY
REYES CONSTRUCTION INC
1383 S Signal Dr
Pomona, CA 91766
Rating Change
Report Printed: NOV 17 2006
In Date
This is a single location.
D-U-N-S Number: 15-283-9015
Web site:
www.reyesconstruction.com
D&B Rating: 1R3
Telephone:
909 622-2259
Formerly
1112
Number of employees: 1R is 10 or more
Chief
JOSEPH REYES, PRES-SEC-TREAS
employees.
executive:
Composite credit 3 is fair.
appraisal:
Year started:
1987
D&B PAYDEX®:
Employs:
50-100
12-Month D&B PAYDEX: 76
History:
CLEAR
When weighted by dollar amount, payments to
Financing:
SECURED
suppliers average 6 days beyond terms.
SIC:
1611
8711
Based on trade collected over last 12 months.
Line of
Highway/street construction,
business:
engineering services
SUMMARY ANALYSIS
D&B Rating: 1113
Number of employees: 1R indicates 10 or more employees.
Composite credit appraisal: 3 is fair.
The Rating was changed on May 30, 2006 because of a change in payment information appearing in D&B's file. The
1R and 211 ratings categories reflect company size based on the total number of employees for the business. They are
assigned to business files that do not contain a current financial statement. In 1R and 2R Ratings, the 2, 3, or 4
creditworthiness indicator is based on analysis by D&B of public filings, trade payments, business age and other
important factors. 2 is the highest Composite Credit Appraisal a company not supplying D&B with current financial
Information can receive. For more information, see the D&B Rating Key.
Below is an overview of the company's rating history since 06/02/93:
D&B Rating
Date Applied
1R3
05/30/06
1R2
12/20/04
2R3
10/15/03
3A1
06/07/00
3A2
04/17/99
3A1
04/03/98
2A1
05/20/97
file:HCADocuments and Settingslmchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information of rt: REYES CONSTRUCTION INC 0 Page 2 of 8
2A2 04/12/96
2A1 04/11/95
BA2 06/02/93
The Summary Analysis section reflects information in D&B's file as of November 13, 2006.
CUSTOMER SERVICE
If you have questions about this report, please call our Customer Resource Center at 1.800.234.3867 from anywhere
within the U.S. If you are outside the U.S. contact your local D&B office.
Additional Decision Support Available
Additional D&B products, monitoring services and specialized investigations are available to help you evaluate this
company or its industry. Call Dun & Bradstreet's Customer Resource Center at 1.800.234.3867 from anywhere within
the U.S. or visit our website at www.dnb.com.
HISTORY
The following information was reported 05/30/2006:
Officer(s): JOSEPH REYES, PRES-SEC-TREAS
DIRECTOR(S): THE OFFICER(S)
Business started 1987 by Joseph Reyes, Mike Reyes and Pete Garcia. 100% of capital stock is owned by officers.
JOSEPH REYES born 1960. 1987-present active here. 1981-1987 employed by Robert Longway Inc, CA, as project
manager.
BUSINESS REGISTRATION
CORPORATE AND BUSINESS REGISTRATIONS REPORTED BY THE SECRETARY OF STATE OR OTHER OFFICIAL
SOURCE AS OF NOV 03 2006:
This data is for informational purposes only, certification can only be obtained through the Sacramento Office of the
California Secretary of State.
Registered Name: REYES CONSTRUCTION, INC.
Business type:
CORPORATION
Corporation type:
PROFIT
Date incorporated:
FEB 19 1987
State of incorporation:
CALIFORNIA
Filing date:
FEB 19 1987
Registration ID:
C1399781
Status:
ACTIVE
Where filed: SECRETARY OF STATE/CORPORATIONS DIVISION, SACRAMENTO, CA
Registered agent: JOE REYES, 15823 ESGUILIME DR, CHINO HILLS, CA, 917090000
Principals: JOE REYES, PRESIDENT, 15823 ESGUILIME DR, CHINO HILLS, CA, 917090000
OPERATIONS
file://CADocuments and Settings\mchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information ar rt: REYES CONSTRUCTION INC • Page 3 of 8
05/30/2006
Description: Contractor of highway and street work, specializing in grading. Provides engineering services.
Contractor specializing in civil engineer of grading projects for public works. Contracts are obtained
through bidding 100%. Contracts call for fixed fee 100%. Retainages, if any, generally 10%.
Nonseasonal.
Employees: 50-100 which includes officer(s). Employees fluctuate depending on work in progress.
Facilities: Owns premises in two story steel building Building is owned by Joseph Reyes and leased to the
corpoation.
Location: Industrial section on side street.
SIC & NAICS
SIC:
Based on information in our file, D&B has assigned this
company an extended 8-digit SIC. D&B's use of 8-digit
SICs enables us to be more specific to a company's
operations than if we use the standard 4-digit code.
NAICS:
237310 Highway,Street and Bridge Construction
541330 Engineering Services
The 4-digit SIC numbers link to the description on the
Occupational Safety & Health Administration (OSHA)
Web site. Links open in a new browser window.
16110203 Grading
87110000 Engineering services
D&B PAYDEX
The D&B PAYDEX is a unique, dollar weighted indicator of payment performance based on up to 29 payment
experiences as reported to D&B by trade references.
3-Month D&B PAYDEX: 77
When weighted by dollar amount, payments to
suppliers average 5 days beyond terms.
12-Month D&B PAYDEX: 76
When weighted by dollar amount, payments to
suppliers average 6 days beyond terms.
Based on trade collected over last 3 months.
PAYMENT SUMMARY
Based on trade collected over last 12 months.
When dollar amounts are not considered, then
approximately 84% of the company's payments are
within terms.
The Payment Summary section reflects payment information in D&B's file as of the date of this report.
Below is an overview of the company's dollar-weighted payments, segmented by its suppliers' primary industries:
Total Total Dollar Largest High Within Days Slow
Rcv'd Amts Credit Terms <31 31-60 61-90 90>
M
Top industries:
Short-trm busn credit 8 156,050 40,000 100
Ret auto supplies 3 1,250 750 100
file://CADocuments and Settings\mchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information *rt: REYES CONSTRUCTION INC •
Whol chemicals
Whol plumb/hydronics
General warehousing
Misc equipment rental
Hvy const eqpt rental
Whol Industrial suppl
Whol const/mine equip
Misc general gov't
OTHER INDUSTRIES
Other payment categories:
Cash experiences
Payment record unknown
Unfavorable comments
Placed for collections:
With D&B
Other
Total in D&B's file
2
1,500
1,000
33
67 -
1
25,000
25,000
50
50 -
1
10,000
10,000
50
50 -
1
5,000
5,000
50
- 50
1
2,500
2,500
50
50 -
1
1,000
1,000
100
- -
1
1,000
1,000
100
- -
1
750
750
100
- -
7
1,650
500
70
- -
1
0
0
1
1,000
1,000
0
0
0
0
0
0
N/A
29
206,700
40,000
The highest Now Owes on file is $20,000
The highest Past Due on file is $2,500
30
Page 4 of S
D&B receives over 600 million payment experiences each year. We enter these new andupdated experiences Into
D&B Reports as this information isreceived.
PAYMENT DETAILS
Detailed Payment History
Date Reported Paying Record High Credit Now Owes Past Due Selling Terms Last Sale
(mm/yy) M M M Within
(months)
10/06 Ppt
40,000
20,000
0
1 mo
Ppt
35,000
20,000
0
1 mo
Ppt
35,000
20,000
0
1 mo
Ppt
35,000
1,000
0
1 mo
Ppt
7,500
7,500
0
1 mo
Ppt
1,000
0
0
N30
4-5 mos
Ppt
1,000
1,000
0
1 mo
Ppt
750
0
0
6-12 mos
Ppt
250
50
0
2-3 mos
Ppt
250
100
0
1 mo
Ppt
250
0
0
N30
6-12 mos
Ppt
250
0
0
6-12 mos
Ppt-Slow 30
25,000
1,000
500
1 mo
Ppt-Slow 30
10,000
10,000
2,500
1 mo
09/06 Ppt
2,500
2,500
0
1 mo
Ppt
1,000
0
0
N30
1 mo
Ppt
500
500
0
N30
1 mo
Ppt
0
0
0
4-5 mos
fileWCADocuments and Settings\mchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information *rt: REYES CONSTRUCTION INC •
Ppt-Slow 30
1,000
500
0
1 mo
(020)
1,000
0
0
4-5 mos
08/06
Ppt-Slow 60
5,000
5,000
1,000 N30
1 mo
07/06
Ppt
100
0
0
6-12 mos
(023)
750
1 mo
Satisfactory.
06/06
Ppt-Slow 30
2,500
2,500
1,000
1 mo
Slow 30
500
0
0
6-12 mos
05/06
Slow 120
500
500
500
09/05
Ppt
50
0
0
6-12 mos
(028)
0
0
0 Cash in advance
6-12 mos
07/05
(029)
50
1 mo
Satisfactory.
Page 5 of 8
Payments Detail Key: red = 30 or more days beyond terms
Payment experiences reflect how bills are met in relation to the terms granted. In some instances payment beyond
terms can be the result of disputes over merchandise, skipped invoices etc.
Each experience shown is from a separate supplier. Updated trade experiences replace those previously reported.
FINANCE
05/30/2006
On May 30, 2006, attempts to contact the management of this business have been unsuccessful. Outside sources
confirmed operation and location.
PUBLIC FILINGS
The following Public Filing data is for information purposes only and is not the official record. Certified copies can only
be obtained from the official source.
SUITS
Suit amount:
$2,615
Status:
Judgment for plaintiff
CASE NO.:
02500366
Plaintiff:
B.I.G. ENTERPRISES, INC.
Defendant:
REYES CONSTRUCTION, INC.
Cause:
NOT AVAILABLE
Where filed:
LOS ANGELES COUNTY SMALL CLAIMS COURT/EL MONTE, EL MONTE, CA
Date status attained:
05/02/2002
Date filed:
02/13/2002
Latest Info Received:
09/11/2004
If it is indicated that there are defendants other than the report subject, the lawsuit may be an action to clear title to
property and does not necessarily imply a claim for money against the subject.
UCC FILINGS
Collateral: All Inventory and proceeds - All Account(s) and proceeds - All General intangibles
(s) and proceeds - All Equipment and proceeds - All Chattel paper and proceeds
Type: Original
file://CADocuments and Settings\mchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information iv rt: REYES CONSTRUCTION INC • Page 6 of 8
Sec. party:
PFF BANK & TRUST, CHINO, CA
Debtor:
REYES EQUIPMENT, INC.
Filing number:
0236460208
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
12/24/2002
Latest Info Received:
01/14/2003
Collateral:
All Inventory and proceeds - All Account(s) and proceeds - All General intangibles
(s) and proceeds - All Equipment and proceeds - All Chattel paper and proceeds
Type:
Original
Sec. party:
PFF BANK & TRUST, CHINO, CA
Debtor:
REYES CONSTRUCTION, INC.
Filing number:
0236460206
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
12/24/2002
Latest Info Received:
01/14/2003
Collateral:
Account(s) including proceeds and products - Equipment including proceeds and
products - General intangibles(s) including proceeds and products - Fixtures
including proceeds and products - Building materials including proceeds and
products
Type:
Original
Sec. party:
U.S. BANK NATIONAL ASSOCIATION, SAN DIEGO, CA
Debtor:
REYES JOSEPH RAYMOND and OTHERS
Filing number:
0114560203
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
05/21/2001
Latest Info Received:
06/18/2001
Collateral:
Account(s) and proceeds - Contract rights and proceeds - General Intangibles(s)
and proceeds - Chattel paper and proceeds - Equipment and proceeds
Type:
Original
Sec. party:
CITICAPITAL COMMERCIAL CORPORATION, IRVING, TX
Debtor:
REYES EQUIPMENT, INC.
Filing number:
0229460695
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed: 10/18/2002
Latest Info Received: 11/04/2002
Collateral:
Account(s) and proceeds - Contract rights and proceeds - General intangibles(s)
and proceeds - Chattel paper and proceeds - Equipment and proceeds
Type:
Original
Sec. party:
CITICAPITAL COMMERCIAL CORPORATION, IRVING, TX
Debtor:
REYES EQUIPMENT, INC.
Filing number:
0219660117
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
07/12/2002
Latest Info Received:
08/13/2002
Collateral:
Account(s) and proceeds - Contract rights and proceeds - General intangibles(s)
and proceeds - Chattel paper and proceeds - Equipment and proceeds
Type:
Original
Sec. party:
ASSOCIATES COMMERCIAL CORPORATION, NEWPORT BEACH, CA
Debtor:
REYES CONSTRUCTION CORP.
Filing number:
0034460286
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
11/28/2000
Latest Info Received:
12/29/2000
Collateral: Vehicles and proceeds
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D&B Business Information W rt: REYES CONSTRUCTION INC 0 Page 7 of 8
Type:
Original
Sec. party:
CITICAPITAL COMMERCIAL CORPORATION, IRVING, TX
Debtor:
REYES CONSTRUCTION, INC.
Filing number:
0231960047
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
11/13/2002
Latest Info Received:
12/09/2002
Collateral:
Equipment and proceeds
Type:
Original
Sec. party:
CITICAPITAL COMMERCIAL CORPORATION, IRVING, TX
Debtor:
REYES CONSTRUCTION, INC.
Filing number:
0230360104
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
10/28/2002
Latest Info Received:
11/12/2002
Collateral:
Equipment and proceeds
Type:
Original
Sec. party:
CITICAPITAL COMMERCIAL CORPORATION, IRVING, TX
Debtor:
REYES CONSTRUCTION, INC.
Filing number:
0229460701
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
10/18/2002
Latest Info Received:
11/04/2002
Collateral:
Vehicles and proceeds
Type:
Original
Sec. party:
CITICAPITAL COMMERCIAL CORPORATION, IRVING, TX
Debtor:
REYES CONSTRUCTION, INC.
Filing number:
0228460003
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
10/09/2002
Latest Info Received:
10/24/2002
Type:
Amendment
Sec. party:
CITICAPITAL COMMERCIAL CORPORATION, IRVING, TX
Debtor:
REYES CONSTRUCTION, INC.
Filing number:
02297CO564
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
10/22/2002
Latest Info Received:
11/12/2002
Original UCC filed date:
10/09/2002
Original filing no.:
0228460003
There are additional UCC's in D&B's file on this company available by contacting 1-800-234-3867
The public record items contained in this report may have been paid, terminated, vacated or released prior to the
date this report was printed.
GOVERNMENT ACTIVITY
Activity summary
Borrower (Dir/Guar):
NO
Administrative debt:
NO
Contractor:
YES
Grantee:
NO
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D&B Business Information w rt: REYES CONSTRUCTION INC • Page 8 of 8
Party excluded from federal program(s): NO
Possible candidate for socio-economic program consideration
Labor surplus area: YES (2006)
Small Business: N/A
8(A) firm: N/A
The details provided in the Government Activity section are as reported to Dun & Bradstreet by the federal
government and other sources.
Copyright 2006 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber 053012900L
file:HCADocuments and Settingslmchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information VV rt: SEMA CONSTRUCTION INC •
Page 1 of 10
14 77,4 C1.11q&1VT C
D&B• Business Information Report (Z g)
Copyright 2006 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber 053012900L
ATTN: Mona Christian
BUSINESS SUMMARY
SEMA CONSTRUCTION INC
7353 S Eagle St
Centennial, CO 80112
This is a headquarters location
Branch(es) or division(s) exist.
Web site: www.semaconstruction.com
Telephone: 303 627-2600
Fax: 303 627-2626
Chief THOMAS AMES, STOCKHOLDER
executive:
Year started: 1991
Employs: 450 (25 here)
History:
CLEAR
Financing:
SECURED
SIC:
1622
1771
Line of Bridge/tunnel construction, concrete
business: contractor
SUMMARY ANALYSIS
Report Printed: NOV 17 2006
In Date
D-U-N-S Number: 62-388-2495
D&B Rating: 11114
Number of employees: 1R is 10 or more
employees.
Composite credit 4 is limited.
appraisal:
D&B PAYDEX®:
12-Month D&B PAYDEX: 6S
When weighted by dollar amount, payments to
suppliers average 19 days beyond terms.
Based on trade collected over last 12 months.
D&B Rating: 1R4
Number of employees: 1R indicates 10 or more employees.
Composite credit appraisal: 4 is limited.
The 1R and 2R ratings categories reflect company size based on the total number of employees for the business.
They are assigned to business files that do not contain a current financial statement. In 111 and 211 Ratings, the 2, 3,
or 4 creditworthiness indicator is based on analysis by D&B of public filings, trade payments, business age and other
important factors. 2 is the highest Composite Credit Appraisal a company not supplying D&B with current financial
information can receive. For more information, see the D&B Rating Key.
Below is an overview of the company's rating history since 04/16/91:
D&B Rating Date Applied
1R4
07/11/98
1113
05/19/98
1R4
08/20/97
3A3
05/18/96
3A2
02/17/95
3A3
02/17/94
08/10/93
file://CADocuments and Settings\mchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information *rt: SEMA CONSTRUCTION INC • Page 2 of 10
IA2 10/17/92
BA2 04/16/91
The Summary Analysis section reflects Information in D&B's file as of November 13, 2006.
CUSTOMER SERVICE
If you have questions about this report, please call our Customer Resource Center at 1.800.234.3867 from anywhere
within the U.S. If you are outside the U.S. contact your local D&B office.
Additional Decision Support Available
Additional D&B products, monitoring services and specialized investigations are available to help you evaluate this
company or its industry. Call Dun & Bradstreet's Customer Resource Center at 1.800.234.3867 from anywhere within
the U.S. or visit our website at www.dnb.com.
HISTORY
The following information was reported 05/25/2006:
Officer(s): THOMAS AMES, STOCKHOLDER
THEODORE LAUDICK, SEC-TREAS
DIRECTOR(S): THE OFFICER(S)
This is a corporation formed in the state of Colorado on 4/12/2001.
Business started Feb 1991 by officers. 75.76% of capital stock is owned by Thomas and Lois Ames. 24.24% of capital
stock is owned by three other individuals.
The three other shareholders individually do not own in excess of 10% of the capital stock.
THOMAS AMES born 1946. 1965-91 employed by Ames Construction, Burnsville, MN. 1991 to present active here.
THEODORE LAUDICK. Here since inception.
RELATED CONCERN:
Sema Golf LLC, Scottsdale, AZ, started 1998. Operates as golf course construction. Related through the owners.
Business address has changed from 6746 S Revere Parkway Ste 140, Englewood, CO, 80112 to 7353 S Eagle,
Englewood, CO, 80112.
CORPORATE FAMILY
Click below to buy a Business Information Report on that family member.
For an expanded, more current corporate family view, use D&B's Global Family Linkage product.
Subsidiaries (US):
Sema Golf, LLC Scottsdale, AZ DUNS # 04-693-2476
Branches (US):
Sema Construction Inc Scottsdale, AZ DUNS # 04-687-2623
Sema Construction Inc Lake Forest, CA DUNS # 14-156-7839
OPERATIONS
file://CA1Documents and Settingslmchristian\Local Settings\Temporary- Internet F11es\0L... 11/17/2006
D&B Business Information VW rt: SEMA CONSTRUCTION INC • Page 3 of 10
05/25/2006
Description: Operates as a contractor of bridges, tunnels or elevated highways (90%). Contractor of concrete work
(10%).
Contractor specializing in highway construction including bridges (90%) and structural concrete work
(10%). This business contracts 20% of work to others. Contracts are obtained through bidding 95%
and negotiation 5%. Contracts call for fixed fee 100%. Terms are progress payments 98% and lump
sum payment 2%. Retainages, if any, generally 3%.
Terms are progress payments on net 30 days. Has 15-20 account(s). Sells to state highway
departments, other contractors, and the U S government. Territory : Western United States.
Season peaks summer. Business slow winter.
Employees: 450 which includes officer(s). 25 employed here. Employees peak to 450 during peak season and drop
to 200 during rest of year.
Facilities: Owns 4,200 sq. ft. in a one story concrete block building.
Location: Suburban business section on well traveled street.
Branches: Branch in Scottsdale, Arizona.
SIC & NAICS
SIC:
Based on information in our file, D&B has assigned this
company an extended 8-digit SIC. D&B's use of 8-digit
SICs enables us to be more specific to a company's
operations than if we use the standard 4-digit code.
NAICS:
237310 Highway,Street and Bridge Construction
238110 Poured Concrete Foundation and Structure
Contractors
The 4-digit SIC numbers link to the description on the
Occupational Safety & Health Administration (OSHA)
Web site. Links open in a new browser window.
16220000 Bridge, tunnel, and elevated highway
construction
17710000 Concrete work
D&B PAYDEX
The D&B PAYDEX Is a unique, dollar weighted indicator of payment performance based on up to 90 payment
experiences as reported to D&B by trade references.
3-Month D&B PAYDEX: 65
When weighted by dollar amount, payments to
suppliers average 19 days beyond terms.
12-Month D&B PAYDEX: 65
When weighted by dollar amount, payments to
suppliers average 19 days beyond terms.
Based on trade collected over last 3 months.
Based on trade collected over last 12 months.
When dollar amounts are not considered, then
approximately 70% of the company's payments are
within terms.
PAYMENT SUMMARY
The Payment Summary section reflects payment information in D&B's file as of the date of this report.
Below is an overview of the company's dollar-weighted payments, segmented by its suppliers' primary industries:
file:HCADocuments and Settingslmchristian\Local Settings\Temporary Internet FileslOL... 11/17/2006
D&B Business Information va rt: SEMA CONSTRUCTION INC •
Total Total Dollar
Largest High
Within
Days Slow
Rcv'd
Amts
Credit
Terms
<31
31-60 61-90 90>
Top industries:
Short-trm busn credit
8
191,500
45,000
100
-
- - -
Nonclassified
7
36,500
20,000
61
2
10 27 -
Whol metal
4
146,100
75,000
25
49
- 26 -
Whol const/mine equip
3
155,000
95,000
19
62
19 - -
Whol plumb/hydronics
3
175,000
90,000
51
30
19 - -
Whol electrical equip
3
67,500
50,000
89
11
- - -
Crushed stone mining
2
50,250
50,000
-
50
50 - -
Whol Industrial equip
1
200,000
200,000
50
50
- - -
Ret-direct selling
1
50,000
50,000
100
-
- - -
Misc business service
1
35,000
35,000
100
-
- - -
OTHER INDUSTRIES
56
130,550
20,000
62
31
5 2 -
Other payment categories:
Cash experiences
0
0
0
Payment record unknown
1
50
50
Unfavorable comments
0
0
0
Placed for collections:
With D&B
0
0
Other
0
N/A
Total In D&B's file
90
1,237,450
200,000
The highest Now Owes on file is $80,000
The highest Past Due on file is $40,000
Page 4 of 10
Dun & Bradstreet has 90 payment experiences in its file for this company. For your convenience, we have displayed
80 representative experiences in the PAYMENTS section.
PAYMENT DETAILS
Detailed Payment History
Date Reported Paying Record High Credit Now Owes Past Due
(mm/yy)
M
M
11/06 Ppt
1,000
50
0
Ppt
500
0
0
Ppt
250
0
0
Slow 30
250
0
10/06 Ppt
45,000
15,000
0
Ppt
35,000
10,000
0
Ppt
35,000
10,000
0
Ppt
35,000
25,000
0
Ppt
35,000
10,000
0
Ppt
10,000
10,000
0
Ppt
5,000
1,000
0
Ppt
5,000
0
0
Selling Terms
Last Sale
Within
(months)
1 mo
2-3 mos
2-3 mos
6-12 mos
1 mo
1 mo
1 mo
1 mo
1 mo
N30
1 mo
1 mo
N30
6-12 mos
file://C:1Documents and Settings\mchristian\Local Settings\Temporary Internet FileslOL... 11/17/2006
D&B Business Information W rt: SEMA CONSTRUCTION INC Q
Page 5 of 10
Ppt
2,500
2,500
0
1 mo
Ppt
2,500
2,500
0
N30
1 mo
Ppt
2,500
2,500
0
N30
1 mo
Ppt
1,000
750
0
1 mo
Ppt
1,000
0
0
6-12 mos
Ppt
500
0
0
2-3 mos
Ppt
250
100
0
1 mo
Ppt
250
0
0
6-12 mos
Ppt
250
100
0
1 mo
Ppt
100
100
0
1 mo
Ppt-Slow 30
750
0
0
6-12 mos
Ppt-Slow 30
500
0
0
6-12 mos
Ppt-Slow 30
500
50
0
1 mo
Ppt-Slow 30
250
250
0
1 mo
Ppt-Slow 45
10,000
2,500
0
N30
1 mo
Ppt-Slow 60
7,500
5,000
500
1 mo
Ppt-Slow 60
750
0
0
N30
6-12 mos
Ppt-Slow 60+
20,000
7,500
250
1 mo
Slow 15
2,500
0
0
N30
4-5 mos
Slow 30
95,000
80,000
40,000
N30
1 mo
Slow 30
20,000
0
0
4-5 mos
Slow 30
750
750
750
1 mo
Slow 30-60
50,000
0
0
2-3 mos
Slow 60
30,000
0
0
N30
1 mo
Slow 30-90
1,000
100
100
1 mo
Slow 120
250
0
0
6-12 mos
09/06 Ppt
50,000
0
0
2-3 mos
Ppt
10,000
2,500
0
N30
1 mo
Ppt
7,500
5,000
0
1 mo
Ppt
5,000
2,500
0
1 mo
Ppt
100
100
0
1 mo
Ppt
0
0
0
N30
1 mo
Ppt
0
0
0
N30
1 mo
Ppt-Slow 30
70,000
0
0
6-12 mos
Ppt-Slow 30
7,500
0
0
N10
1 mo
Ppt-Slow 30
2,500
2,500
2,500
1 mo
Ppt-Slow 30
250
0
0
2-3 mos
Ppt-Slow 60
2,500
2,500
100
1 mo
Ppt-Slow 60
1,000
1,000
0
1 mo
Slow 30
7,500
1,000
1,000
1 mo
Slow 30
2,500
0
0
1 mo
Slow 30
500
100
100
1 mo
Slow 30-90
75,000
10,000
10,000
4-5 mos
Slow 30-90
5,000
0
0
4-5 mos
Slow 30-90
500
250
100
1 mo
(058)
50
4-5 mos
Satisfactory.
08/06 Ppt
50,000
20,000
0
N30
1 mo
Ppt-Slow 30
1,000
1,000
1,000
1 mo
Slow 5
100
100
1 10 N30
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D&B Business Information *rt: SEMA CONSTRUCTION INC 0
Page 6 of 10
07/06
Ppt-Slow 30
5,000
2,500
0
Lease Agreemnt
1 mo
Slow 30-60
65,000
0
0
6-12 mos
(064)
750
1 mo
Satisfactory.
(065)
50
4-5 mos
Satisfactory.
06/06
Ppt
2,500
2,500
0
1 mo
Ppt
1,000
0
0
1/2 10 N30
6-12 mos
Ppt
250
250
0
1 mo
Slow 30
500
500
500
05/06
Ppt
2,500
0
0
N30
6-12 mos
Ppt
250
1 mo
04/06
Ppt
250
0
0
6-12 mos
03/06
Ppt-Slow 30
200,000
45,000
15,000
1 mo
02/06
Ppt
2,500
0
0
4-5 mos
Ppt
1,000
0
0
N30
6-12 mos
01/06
Ppt
10,000
1,000
0
N30
Ppt
100
6-12 mos
12/05
Ppt
250
0
0
N30
6-12 mos
09/05
Ppt
30,000
25,000
0
1 mo
08/05
Ppt
90,000
0
0
6-12 mos
Payments Detail Key: red = 30 or more days beyond terms
Payment experiences reflect how bills are met In relation to the terms granted. In some instances payment beyond
terms can be the result of disputes over merchandise, skipped invoices etc.
Each experience shown is from a separate supplier. Updated trade experiences replace those previously reported.
FINANCE
05/25/2006
On May 26, 2006, inside source confirmed the name, location and the operation of the business. However, deferred
all other informations.
PUBLIC FILINGS
The following Public Filing data is for information purposes only and is not the official record. Certified copies can only
be obtained from the official source.
JUDGMENTS
Status:
Unsatisfied
DOCKET NO.:
98N43174
Judgment type:
Judgment
Against:
$9,041 - SEMA CONSTRUCTION INC
In favor of:
J D PEARSON
Where filed:
DENVER COUNTY COURT, DENVER, CO
Date status attained:
05/27/1998
Date entered:
05/27/1998
Latest Info Received:
05/24/2005
file://CADocuments and Settings\mchristian\Local Settings\Temporary Internet Files\OL... 11/17/2006
D&B Business Information W rt: SEMA CONSTRUCTION INC 0
SUITS
Suit amount:
$162,486
Status:
Pending
CASE NO.:
060007091
Plaintiff:
ANDERSON DRILLING SJA INC
Defendant:
SEMA CONSTRUCTION INC, LAKE FOREST, CA AND OTHERS
Where filed:
ORANGE COUNTY SUPERIOR COURT, SANTA ANA, CA
Date status attained: 06/14/2006
Date filed: 06/14/2006
Latest Info Received: 07/27/2006
Page 7 of 10
If it is indicated that there are defendants other than the report subject, the lawsuit may be an action to clear title to
property and does not necessarily imply a claim for money against the subject.
UCC FILINGS
Collateral:
Inventory
Type:
Original
Sec. party:
REDBURN TIRE COMPANY, PHOENIX, AZ
Debtor:
SEMA CONSTRUCTION
Filing number:
20002046646
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
05/19/2000
Latest Info Received:
06/06/2000
Collateral:
Inventory - Products - Proceeds
Type:
Amendment
Sec. party:
AG SERVICES OF AMERICA INC, CEDAR FALLS, IA AG ACCEPTANCE
CORPORATION, CEDAR FALLS, IA
Assignee:
AG ACCEPTANCE CORPORATION, CEDAR FALLS, IA
Debtor:
SEMA CONSTRUCTION and OTHERS
Filing number:
20002008622
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
02/01/2000
Latest Info Received:
03/21/2000
Original UCC filed date:
01/28/1997
Original filing no.:
52705
Collateral:
Account(s) and proceeds - Equipment and proceeds
Type:
Original
Sec. party:
JOHNSON MACHINERY CO., RIVERSIDE, CA
Debtor:
SEMA CONSTRUCTION
Filing number:
0330860154
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
10/29/2003
Latest Info Received:
11/13/2003
Collateral:
Proceeds - Equipment
Type:
Original
Sec. party:
US BANK NA, DENVER, CO
Debtor:
SEMA CONSTRUCTION INC
Filing number:
20002012770
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
02/11/2000
Latest Info Received:
03/21/2000
Type:
Sec. party:
Amendment
U.S. BANK NATIONAL ASSOCIATION
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D&B Business Information W rt: SEMA CONSTRUCTION INC •
Debtor;
SEMA CONSTRUCTION, INC.
Filing number:
2004FO46224
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
04/27/2004
Latest Info Received:
10/12/2004
Original UCC filed date:
02/11/2000
Original filing no.:
20002012770
Collateral:
Proceeds - Equipment
Type:
Original
Sec. party:
HOLT COMPANY OF TEXAS, SAN ANTONIO, TX
Debtor:
SEMA CONSTRUCTION INC and OTHERS
Filing number:
20002004838
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
01/19/2000
Latest Info Received:
02/16/2000
Collateral:
Proceeds - Equipment
Type:
Original
Sec. party:
CATERPILLAR FINANCIAL SERVICES CORP, PLANO, TX
Debtor:
SEMA CONSTRUCTION INC
Filing number:
19992062243
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
11/08/1999
Latest Info Received:
11/23/1999
Type:
Termination
Sec. party:
CATERPILLAR FINANCIAL SERVICES CORPORATION, PLANO, TX
Debtor:
SEMA CONSTRUCTION INC
Filing number:
20022121317
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
11/18/2002
Latest Info Received:
10/28/2003
Original UCC filed date:
11/08/1999
Original filing no.:
19992062243
Page 8 of 10
Collateral:
Proceeds - Equipment - PURCHASE MONEY SECURITY INTEREST
Type:
Original
Sec. party:
JOHN L RUST CO, ALBUQUERQUE, NM RUST TRACTOR, ALBUQUERQUE, NM
Assignee:
CATERPILLAR FINANCIAL SERV CORP, PLANO, TX
Debtor:
SEMA CONSTRUCTION INC
Filing number:
19992045585
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
08/12/1999
Latest Info Received:
08/31/1999
Collateral:
Proceeds - Equipment
Type:
Original
Sec. party:
JOHN L RUST CO, ALBUQUERQUE, NM RUST TRACTOR CO, ALBUQUERQUE, NM
Debtor:
SEMA CONSTRUCTION INC
Filing number:
19992035449
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
Date filed:
06/22/1999
Latest Info Received:
07/13/1999
Type:
Termination
Sec. party:
RUST TRACTOR CO, ALBUQUERQUE, NM JOHN L RUST CO, ALBUQUERQUE, NM
Debtor:
SEMA CONSTRUCTION INC
Filing number:
19992043372
Filed with:
SECRETARY OF STATE/UCC DIVISION, DENVER, CO
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D&B Business Information *rt: SEMA CONSTRUCTION INC 0
Page 9 of 10
Date filed:
Latest Info Received:
Original UCC filed date:
Original filing no.:
08/02/1999
08/17/1999
06/22/1999
19992035449
Collateral:
Proceeds - Equipment
Type:
Original
Sec. party:
WAGNER EQUIPMENT CO, AURORA, CO
Debtor:
SEMA CONSTRUCTION
Filing number:
47660
Filed with:
OURAY COUNTY CLERK AND RECORDER, OURAY, CO
Date filed:
05/28/1998
Latest Info Received:
06/09/1998
Collateral:
Proceeds - Equipment - PURCHASE MONEY SECURITY INTEREST
Type:
Original
Sec. party:
WAGNER EQUIPMENT CO., AURORA, CO
Assignee:
CATERPILLAR FINANCIAL SERVICES CORP, PLANO, TX
Debtor:
SEMA CONSTRUCTION INC
Filing number:
43782
Filed with:
OURAY COUNTY CLERK AND RECORDER, OURAY, CO
Date filed:
03/10/1998
Latest Info Received:
03/17/1998
Type:
Termination
Sec. party:
CATERPILLAR FINANCIAL SERVICES CORPORATION, PLANO, TX
Assignee:
CATERPILLAR FINANCIAL SERVICES CORP, PLANO, TX
Debtor:
SEMA CONSTRUCTION INC.
Filing number:
54451
Filed with:
OURAY COUNTY CLERK AND RECORDER, OURAY, CO
Date filed:
10/21/1998
Latest Info Received:
10/27/1998
Original UCC filed date:
03/10/1998
Original filing no.:
43782
There are additional UCC's in D&B's file on this company available by contacting 1-800-234-3867
The public record items contained in this report may have been paid, terminated, vacated or released prior to the
date this report was printed.
GOVERNMENT ACTIVITY
Activity summary
Borrower (Dir/Guar):
NO
Administrative debt:
YES
Contractor:
NO
Grantee:
NO
Party excluded from federal program(s):
NO
Possible candidate for socio-economic program consideration
Labor surplus area:
N/A
Small Business:
N/A
8(A) firm:
N/A
The details provided in the Government Activity section are as reported to Dun & Bradstreet by the federal
government and other sources.
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D&B Business Information 0rt: SEMA CONSTRUCTION INC • Page 10 of 10
copyright 2006 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber 053012900L
file://C:\Documents and Settingslmchristian\Local Se
•D&B Business Information sprt: RADOS, STEVE P INC. • Page I of 9
,Q 7-7-A Cf/i4-Jt14/r C
D&B Business Information Report s)
Copyright 2006 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber 053012900L
ATTN: Mona Christian Report Printed: NOV 17 2006
In Date
BUSINESS SUMMARY
RADOS, STEVE P INC.
(SUBSIDIARY OF RADOS COMPANIES, THE, INC, SANTA ANA, CA)
2002 E Mcfadden Ave 200
Santa Ana, CA 92705
This is a headquarters (subsidiary) location.
Branch(es) or division(s) exist.
D-U-N-S Number:
00-584-8833
Mailing address: PO Box 15128
Santa Ana, CA 92735
Telephone: 714 835-4612
Chief executive: ALEXANDER S RADOS, PRES-CEO
Year started: 1944
Employs: 150-400
History: CLEAR
SIC: 1622
1623
Line of business: Highway contractor
SUMMARY ANALYSIS
D&B Rating:
Number of employees:
Composite credit
appraisal:
D&B PAYDEX@:
11113
1R is 10 or more
employees.
3 is fair.
12-Month D&B PAYDEX: 551
When weighted by dollar amount, payments to
suppliers average 29 days beyond terms.
Based on trade collected over last 12 months.
D&B Rating: 11113
Number of employees: 1R Indicates 10 or more employees.
Composite credit appraisal: 3 is fair.
The 1R and 2R ratings categories reflect company size based on the total number of employees for the business.
They are assigned to business files that do not contain a current financial statement. In 1R and 2R Ratings, the 2, 3,
or 4 creditworthiness indicator is based on analysis by D&B of public filings, trade payments, business age and other
important factors. 2 is the highest Composite Credit Appraisal a company not supplying D&B with current financial
information can receive. For more information, see the D&B Rating Key.
Below is an overview of the company's rating history since 01/01/91:
D&B Rating Date Applied
1113
11/25/02
1114
12/31/01
10/04/99
1114
05/11/99
1R3
06/23/98
1114
04/07/98
01/01/91
The Summary Analysis section reflects information in D&B's file as of November 13, 2006.
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D&B Business Information or rt: RADOS, STEVE P INC. Page 2 of 9
CUSTOMER SERVICE
If you have questions about this report, please call our Customer Resource Center at 1.800.234.3867 from anywhere
within the U.S. If you are outside the U.S. contact your local D&B office.
Additional Decision Support Available
Additional D&B products, monitoring services and specialized investigations are available to help you evaluate this
company or its industry. Call Dun & Bradstreet's Customer Resource Center at 1.800.234.3867 from anywhere within
the U.S. or visit our website at www.dnb.com.
HISTORY
The following information was reported 08/09/2006:
Officer(s): ALEXANDER S RADOS, PRES-CEO
WALTER S RADOS, SR V PRES
STEPHEN S RADOS, SR V PRES
MILENKO P DODER, SEC-TREAS
DIRECTOR(S): THE OFFICER(S)
Incorporated California Dec 17, 1985.
Business started 1944 by Steven P Rados. Present control succeeded 1984. 100% of capital stock is owned by parent
company.
Stephen P Rados passed away in 1957 and his interest passed to his widow, Angle Rados.
On Jan 1 1984 the corporate stock of this business was transferred to the present parent company. There was no
financial consideration involved.
ALEXANDER S RADOS born 1928. OCCUPATIONAL BACKGROUND: Son of the late Steven P Rados. Graduated from
Stanford University, Palo Alto and served in the U S Army until 1953. 1953-present active here.
WALTER S RADOS born 1940. OCCUPATIONAL BACKGROUND: Son of the late Steven P Rados. 1962-present active
here.
STEPHEN S RADOS born 1945. OCCUPATIONAL BACKGROUND: Son of the late Steven P Rados. 1966-present active
here.
MILENKO P DODER born 1930. OCCUPATIONAL BACKGROUND: 1961-present active here.
RELATED CONCERNS:
The following are related through the parent company:
Universal Management Corp, Santa Ana, CA. Duns# 78-747-6241. Started 1986. Provides management services to
related companies.
REC Equipment Corp, Santa Ana, CA. Duns# 15-127-7209. Started 1985. Leases construction equipment.
The following is related through stock ownership:
Risi Industries Inc, Greenville, TN. Duns# 08-117-2504. Started 1972 and acquired 1976. Manufactures material
handling systems. The company is 60% owned by Alexander S Rados.
Intercompany relations consist of shared premises and similar officers. There are service transactions which are billed
on regular terms. There are no loans, general guarantees or endorsements. No financial information is available.
file:/ ADocuments and SettingslmchristianlLocal SettingslTemporary Internet FileslOL... 11/17/2006
D&B Business Information *rt: RADOS, STEVE P INC. •
CORPORATE FAMILY
Click below to buy a Business Information Report on that family member.
For an expanded, more current corporate family view, use D&B's Global Family Linkage product.
Parent:
Rados Companies Inc
Santa Ana, CA
Page 3 of 9
DUNS # 03-738-6166
Affiliates (US):(Affiliated companies share the same parent company as this business.)
Rec Equipment Corp Santa Ana, CA DUNS # 15_127-7209
Universal Management Corp Santa Ana, CA DUNS # 78-747-6241
BUSINESS REGISTRATION
CORPORATE AND BUSINESS REGISTRATIONS REPORTED BY THE SECRETARY OF STATE OR OTHER OFFICIAL
SOURCE AS OF NOV 03 2006:
This data is for informational purposes only, certification can only be obtained through the Sacramento Office of the
California Secretary of State.
Registered Name:
Business type:
STEVE P. RADOS, INC.
CORPORATION
Corporation type: PROFIT
Date incorporated: DEC 17 1985
State of incorporation: CALIFORNIA
Filing date: DEC 17 1985
Registration ID:
Status:
Where filed:
Registered agent:
Principals:
OPERATIONS
08/09/2006
C1360333
ACTIVE
SECRETARY OF STATE/CORPORATIONS DIVISION, SACRAMENTO, CA
WALTER S RADOS, 2002 E MCFADDEN AVE STE 200, SANTA ANA, CA, 927050000
WALTER S RADOS, PRESIDENT, 2002 E MCFADDEN AVE STE 200, SANTA ANA, CA,
927050000
Description: Subsidiary of RADOS COMPANIES, THE, INC, SANTA ANA, CA started 1957 which operates as a
highway, bridge, sewer and water line contractor and leases construction equipment. Parent company
owns 100% of capital stock. Parent company has 2 other subsidiary(ies). Intercompany relations:
Similar management and shared facilities as well as service transactions which are billed on regular
terms. There are no loans, advances, general guarantees or endorsements.
As noted, this company is a subsidiary of Rados Companies, The, Inc, Duns #03-738-6166 and
reference is made to that report for background information on the parent company and its
management. No financial information is released on the parent company.
Operates as a highway contractor.
Contractor specializing in highways (90%) and water, sewer and pipeline construction (10%).
Contracts are obtained through bidding 100%. Contracts call for fixed fee 100%. Retainages, if any,
generally 10%.
Sells to government
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D&B Business Information 0rt: RADOS, STEVE P INC. • Page 4 of 9
Nonseasonal.
Employees: 150-400 which includes officer(s). Employees fluctuate according to work In progress.
Facilities: Leases 10,000 sq. ft. In a two story concrete block building. The building is owned by the officers and
leased back to the corporation.
Location: Suburban business section on well traveled street.
Branches: Vaelljo, CA (UNKNOWN).
SIC & NAICS
SIC:
Based on information in our file, D&B has assigned this
company an extended 8-digit SIC. D&B's use of 8-digit
SICs enables us to be more specific to a company's
operations than if we use the standard 4-digit code.
The 4-digit SIC numbers link to the description on the
Occupational Safety & Health Administration (OSHA)
Web site. Links open in a new browser window.
16229902 Highway construction, elevated
16230303 Water main construction
D&B PAYDEX
NAICS:
237310 Highway,Street and Bridge Construction
237110 Water and Sewer Line and Related Structures
Construction
The D&B PAYDEX is a unique, dollar weighted indicator of payment performance based on up to 52 payment
experiences as reported to D&B by trade references.
3-Month D&B PAYDEX: 51
When weighted by dollar amount, payments to
suppliers average 29 days beyond terms.
Based on trade collected over last 3 months
PAYMENT SUMMARY
12-Month D&B PAYDEX: 51
When weighted by dollar amount, payments to
suppliers average 29 days beyond terms.
Based on trade collected over last 12 months.
When dollar amounts are not considered, then
approximately 65% of the company's payments are
within terms.
The Payment Summary section reflects payment information in D&B's file as of the date of this report.
11/17/2006
Below is an overview of the company's dollar-weighted payments, segmented by its suppliers' primary industries:
Total
Total Dollar Largest High Within
Days Slow
Rcv'd
Amts
Credit
Terms
<31 31-60 61-90 90>
Top industries:
Public finance
11
88,500
35,000
60
40 - - -
Nonclassified
4
137,000
80,000
1
- - 59 40
Whol metal
3
110,000
45,000
53
27 - 20 -
Mfg concrete products
1
3,000,000
3,000,000
-
50 50 - -
Mfg pumping equipment
1
500,000
500,000
100
- - - -
Hvy const eqpt rental
1
65,000
65,000
50
- 50 - -
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D'&B Business Information *rt: RADOS, STEVE P INC. • Page 5 of 9
Whol industr4al equip
Whol plumb/hydronics
Steel works
Misc equipment rental
OTHER INDUSTRIES
Other payment categories:
Cash experiences
Payment record unknown
Unfavorable comments
Placed for collections:
With D&B
Other
Total in D&B's file
1
60,000
60,000
50
50 - - -
1
45,000
45,000
-
50 50 - -
1
40,000
40,000
50
- - - 50
1
30,000
30,000
50
50 - - -
24
55,150
15,000
51
30 4 15 -
1
500
500
1
100
100
1
500
500
0
0
0
N/A
52
4,131,750
3,000,000
The highest Now Owes on file is $2,000,000
The highest Past Due on file is $2,000,000
D&B receives over 600 million payment experiences each year. We enter these new andupdated experiences into
D&B Reports as this information isreceived.
PAYMENT DETAILS
Detailed Payment History
Date Reported Paying Record High Credit Now Owes Past Due Selling Terms Last Sale
(mm/yy)
M
Within
(months)
11/06
Ppt
250
250
4-5 mos
Ppt-Slow 30
15,000
0
0
6-12 mos
Slow 30
1,000
500
4-5 mos
Slow 30
500
500
4-5 mos
(005)
500
Sales COD
6-12 mos
(006)
100
50
4-5 mos
10/06
Ppt
500
500
0
1 mo
Ppt
500
0
0
N30
6-12 mos
Ppt
50
0
0
1 mo
Ppt-Slow 30
60,000
60,000
2,500
1 mo
Ppt-Slow 30
100
0
0
4-5 mos
Ppt-Slow 120
40,000
40,000
20,000
N30
1 mo
Slow 10
100
0
0
N30
2-3 mos
Slow 30
1,000
500
500
N30
09/06
Disc-Ppt
500,000
0
0
6-12 mos
Ppt
2,500
0
0
4-5 mos
Ppt
2,500
2,500
0
N30
1 mo
Ppt
1,000
0
0
6-12 mos
Ppt
100
100
0
1 mo
Ppt-Slow 30
5,000
5,000
2,500
1 mo
Ppt-Slow 30
5,000
5,000
1,000
1 mo
Ppt-Slow 90
45,000
0
0
2-3 mos
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D&B Business Information *rt: RADOS, STEVE P INC. 0 Page 6 of 9
Ppt-Slow 90
15,000
0
0
Ppt-Slow 90
1,000
50
0
Slow 30
30,000
0
0
Slow 30-60
3,000,000
2,000,000
2,000,000
Slow 60
1,000
0
0
Slow 30-60
1,000
0
0
08/06
Ppt-Slow 30
30,000
30,000
5,000
07/06
Ppt
10,000
0
0
Ppt
10,000
0
0
Ppt
7,500
0
0
Ppt
1,000
0
0
Ppt
1,000
0
0
Slow 30-60
45,000
15,000
2,500
Slow 90
80,000
0
0
(037)
750
Satisfactory.
(038)
500
500
500
Bad debt.
06/06
Ppt
1,000
1,000
0
Ppt-Slow 60
65,000
65,000
45,000
05/06
Ppt
750
Slow 60
35,000
04/06
Slow 30
1,000
1,000
1,000
03/06
Ppt
50
0
0
02/06
Slow 60
500
0
0
11/05
Ppt
35,000
5,000
1,000
10/05
Ppt
15,000
Ppt
5,000
Ppt
2,500
Ppt
1,000
Ppt
500
09/05
Slow 120
55,000
10,000
10,000
6-12 mos
6-12 mos
1 mo
1 mo
1 mo
1 mo
1 mo
1 mo
6-12 mos
Payments Detail Key: red = 30 or more days beyond terms
Payment experiences reflect how bills are met in relation to the terms granted. In some instances payment beyond
terms can be the result of disputes over merchandise, skipped invoices etc.
Each experience shown is from a separate supplier. Updated trade experiences replace those previously reported.
FINANCE
08/09/2006
On August 9, 2006, attempts to contact the management of this business have been unsuccessful. Outside sources
confirmed operation and location.
BANKING
BANK: Bank of America, Santa Ana, CA
PUBLIC FILINGS
N30
N30
1 mo
1 mo
2-3 mos
1 mo
4-5 mos
6-12 mos
1 mo
1 mo
1 mo
1 mo
1 mo
1 mo
1 mo
6-12 mos
1 mo
6-12 mos
1 mo
1 mo
1 mo
1 mo
N30
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D&B Business Information *rt: RADOS, STEVE P INC. • Page 7 of 9
The following Public Filing data is for information purposes only and is not the official record. Certified copies can only
be obtained from the official source.
SUITS
Suit amount:
$37,555
Status:
Pending
CASE NO.:
03CC13014
Plaintiff:
AMERICAN UNDERGROUND CONSTRUCTION US TUNNELING LTD
Defendant:
STEVE P RADOS INC AND OTHERS
Where filed:
ORANGE COUNTY SUPERIOR COURT, SANTA ANA, CA
Date status attained:
10/27/2003
Date filed:
10/27/2003
Latest Info Received:
12/19/2003
Suit amount:
$820
Status:
Judgment for plaintiff
CASE NO.:
02SO2220
Plaintiff:
SUPERIOR GUNITE, A CALIFORNIA CORPORATION
Defendant:
STEVE P. RADOS, INC.
Cause:
NOT AVAILABLE
Where filed:
LOS ANGELES COUNTY SMALL CLAIMS/SAN FERNANDO, SAN FERNANDO, CA
Date status attained:
08/27/2002
Date filed:
07/02/2002
Latest Info Received:
09/17/2004
Suit amount:
$32,119
Status:
Pending
CASE NO.:
723308
Plaintiff:
DECISIVE TESTING, INC.
Defendant:
STEVE P. RADOS, INC. AND OTHERS
Cause:
Breach of contract
Where filed:
SAN DIEGO COUNTY SUPERIOR COURT, SAN DIEGO, CA
Date status attained:
08/17/1998
Date filed:
08/17/1998
Latest Info Collected:
08/25/1998
If it is indicated that there are defendants other than the report subject, the lawsuit may be an action to clear title to
property and does not necessarily imply a claim for money against the subject.
LIENS
A lienholder can file the same lien in more than one filing location. The appearance of multiple liens filed by the same
lienholder against a debtor may be indicative of such an occurrence.
Amount:
$4,497
Status:
Released
CASE NO.:
2003000205689
Type:
State Tax
Filed by:
CA EMPLOYMENT DEVELOPMENT DEPARTMENT
Against:
STEVE P. RADOS, INC.
Where filed:
ORANGE COUNTY RECORDER OF DEEDS, SANTA ANA, CA
Date status attained: 12/07/2004
Date filed: 02/25/2003
Latest Info Received: 04/26/2005
Status: Released
FILING NO.: 0304260085
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D&B Business Information *rt: RADOS, STEVE P INC. is
Type:
State Tax
Filed by:
EMPLOYMENT DEVELOPMENT DEPARTMENT
Against:
STEVE P. RADOS, INC.
Where filed:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date status attained:
12/06/2004
Date filed:
02/07/2003
Latest Info Received:
12/19/2004
UCC FILINGS
Collateral:
Equipment
Type:
Original
Sec. party:
NES TRENCH SHORING, HOUSTON, TX
Debtor:
STEVE P. RADOS
Filing number:
0125760091
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
09/10/2001
Latest Info Received:
10/03/2001
Page 8 of 9
Collateral:
Leased Equipment
Type:
Original
Sec. party:
COMPASS EQUIPMENT INC, OROVILLE, CA
Debtor:
STEVE P. RADOS INC
Filing number:
0332360274
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
11/13/2003
Latest Info Received:
12/01/2003
Collateral:
Leased Equipment
Type:
Original
Sec. party:
SHEPHERD MACHINERY CO., LOS ANGELES, CA
Debtor:
STEVE P. RADOS, INC.
Filing number:
0029160013
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
10/05/2000
Latest Info Received:
10/27/2000
Collateral:
Unspecified
Type:
Original
Sec. party:
ROCK SYSTEMS, INC., SACRAMENTO, CA
Debtor:
STEVE P. RADOS, INC.
Filing number:
0322760832
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed: 08/11/2003
Latest Info Received: 09/02/2003
Type:
Continuation
Sec. party:
WOODMEN OF THE WORLD LIFE INSURANCE SOCIETY, A NEBRASKA
CORPORATION, OMAHA, NE
Debtor:
RADOS STEPHEN S
Filing number:
04035CO743
Filed with:
SECRETARY OF STATE/UCC DIVISION, SACRAMENTO, CA
Date filed:
01/30/2004
Latest Info Received:
02/11/2004
Original UCC filed date:
06/21/1999
Original filing no.:
9917960203
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D&B Business Information 0rt: RADOS, STEVE P INC. • Paoe 9 of 9
The public record items contained in this report may have been paid, terminated, vacated or released prior to the
date this report was printed.
GOVERNMENT ACTIVITY
Activity summary
Borrower (Dir/Guar):
NO
Administrative debt:
NO
Contractor:
NO
Grantee:
NO
Party excluded from federal program(s):
NO
Possible candidate for socio-economic program consideration
Labor surplus area: YES (2006)
Small Business: N/A
8(A) firm: N/A
The details provided in the Government Activity section are as reported to Dun & Bradstreet by the federal
government and other sources.
Copyright 2006 Dun & Bradstreet - Provided under contract for the exclusive use of subscriber 053012900L
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