HomeMy WebLinkAbout00. Ortiz Ent. Exhibit 15-G Construction Contract DBE CommitmentEXHIBIT 15-G CONSTRUCTION CONTRACT DBE COMMITMENT
1. Local Agency- City f La Quinta 2. Contract DBE Goal: 21%
3. Project Description: 2011-05 Dune Palms RQgd ridge Improvements
4. Project Location: Dune Palms Road Spanning Coachella Valle Stormwater Channel
5. Bidder's Name: Ortiz EntelpTlses Inc., 6. Prime Certified DBE: ❑ 7. Bid Amount: 21635 759
8. Total Dollar Amount for ALL Subcontractors: $8,392,544 9. Total Number of ALL Subcontractors 15
10. Bid
11. Description of Work, Service, or
12. DBE
13. DBE Contact Information
4. DBE
ar
Item
Materials Supplied
Certification
(Must be certified on the date bids are opened)
Amount
Number
I
Number
SRK Engineering, Inc.
1, 77-90
Sewer and Water
42597
2615 Auto Park Way Escondido, Ca. 92029
$ 1,121,227
Phn:760-294-4012
25,26,28
33,34,68,
Resteel
42683
*** LA Steel 2nd Tier Sub to Integrity***
71 72 73
107,117,
LA Steel
$1,000,000
118,137
1760 California Ave.Corona, Ca. 92881
All Partials
Phn: 951-393-2016
29-31
R. Dugan Construction, Co.
$119,513
33-35,
Minor Concrete Structures
39828
6157 Marlatt St. Mira Loma, Ca. 91752
118
Phn: 951-360-7531
18-24,27,69
Universal Construction and Engineering
101-106,
Minor Concrete
44250
77725 Enfield Lane Palm Desert, Ca.
$392,272
122,133
Phn:76D-702-Q71T
1,42,44,455,
Mendoza Business Enterprises, Inc.
$1,045,777
50,75,76,125
Electrical
45752
10989 Kay Jay Street Riverside Ca. 92503
129-131,138-.45
Phn:951-427-2838
51028
ri ge U er Beariing
15467 State Highway 64, Tyler Texas 75704
$20,000
67 Partial
Furnish Bearing Pads
Phn:206-683-4865
See next Page
Local Agency to Complete this Section upon Execution of Award
15. TOTAL CLAIMED DBE PARTICIPATION
21. Local Agency Contract Number: 2011-05
22. Federal -Aid Project Number: BRNBIL (537)
23. Bid Opening Date:
IMPORTANT: Identify all DBE firms being claimed for credit, regardless
24. Contract Award Date:
of tier. Names of the First Tier DBE Subcontractors and their respective
25. Award Amount:
items) of work listed above must be consistent, where applicable with
the names and Items of the work in the "Subcontractor List" submitted
Local Agency certifies that all DBE certifications are valid and information
with your bid. Written confirmation of each listed DBE is required.
on this form is complete and accurate.
26. Local Agency Representative's Signature 27. Date
16. Preparer's Signature Date
9 49 753-1414
Jeff Ortiz
28. Local Agency Representative's Name 29. Phone
18. Preparer's Name 19. Phone
Secretary
30. Local Agency Representative's Title
20. Preparer's Title
DISTRIBUTION: 1. Original - Local Agency
2. Copy - Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30
days of contract execution may result in de -obligation of federal funds on contract.
3. Include additional copy with award package.
ADA Notice: For individuals with sensory disabilities, this document is available in alternate formats. For information call (916) 654-6410 or TDD
(916) 654- 3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.
Federal Requirements Forms for Federal -Aid Construction Projects 1270-9
Exhibit 15-G Construction Contract DBE Commitment
EXHIBIT 15-G CONSTRUCTION CONTRACT DBE COMMITMENT
1. Local Agency: City of La Quinta 2. Contract DBE Goal: 21%
3. Project Description: 2011-05 Dune Palms Road Bridge Irri rovem nts -
4. Project Location: Dune Palms Road Spanning Coachella Valley Stormwater n el
5. Bidder's Name: Ortiz Enterprises Inc., 6. Prime Certified DBE: ❑ 7. Bid Amount: 21 635 759
8. Total Dollar Amount for ALL Subcontractors: $8,392,544 ._ 9. Total Number of ALL Subcontractors 15
10. Bid 11. Description of Work, Service, or 12. DBE
Item Materials Supplied Certification
Number Number
,41;44,47 Fence Supplies 9076
2 Partial I SWPP Reporting I 47431
Local Agency to Complete this Section upon Execution of Award
21. Local Agency Contract Number: 2011-05
22. Federal -Aid Project Number: BRNBIL (537)
23. Bid Opening Date:
24. Contract Award Date:
25. Award Amount:
Local Agency certifies that all DBE certifications are valid and information
on this form is complete and accurate.
26. Local Agency Representative's Signature 27. Date
28. Local Agency Representative's Name 29. Phone
30. Local Agency Representative's Title
13. DBE Contact Information 14. DBE
Dollar
(Must be certified on the date bids are opened) Amount
Triumph Geo-Synthetics, Inc. Z)1.5,cJZ_
1325 N. Blue Gum St. Anaheim, Ca. 92806 x 60% -
P Queen
Gloria Drive Sacramento, Ca. 95829 $10,275
15. TOTAL CLAIMED DBE PARTICIPATION
$3,720,228
17.19
IMPORTANT: Identify all DBE firms being claimed for credit, regardless
of tier. Names of the First Tier DBE Subcontractors and their respective
item(s) of work listed above must be consistent, where applicable with
the names and items of the work in the "Subcontractor List" submitted
with your bid. Written 9)0i"tion of each listed DBE is required.
/U - 6 -ZZ
s 5i ure 17. Date
16. Prere
949 753-1414
Jeff Ortiz
18. Preparer's Name 19. Phone
20. Preparer's Title
DISTRIBUTION: 1. Original - Local Agency
2. Copy - Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30
days of contract execution may result in de -obligation of federal funds on contract.
3. Include additional copy with award package.
ADA Notice: For individuals with sensory disabilities, this document is available in alternate formats. For information call (916) 654-6410 or TDD
(916) 654- 3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.
Federal Requirements Forms for Federal -Aid Construction Projects 1270-9
Exhibit 15-G Construction Contract DBE Commitment
INSTRUCTIONS - CONSTRUCTION CONTRACT DBE COMMITMENT
CONTRACTOR SECTION
1. Local Agency - Enter the name of the local agency that is administering the contract.
")2. Contract DBE Goal - Enter the contract DBE goal percentage as it appears on the project advertisement.
3. Project Location - Enter the project location(s) as it appears on the project advertisement.
4. Project Description - Enter the project description as it appears on the project advertisement (Bridge
Rehab, Seismic Rehab, Overlay, Widening, etc).
5. Bidder's Name - Enter the contractor's firm name.
6. Prime Certified DBE - Check box if prime contractor is a certified DBE.
7. Bid Amount - Enter the total contract bid dollar amount For the prime contractor.
8. Total Dollar Amount for ALL .Subcontractors -- Enter the total dollar amount for all subcontracted
contractors. SUM = (DBEs + all Non -DBEs). Do not Include the prime contractor information in this count.
9. Total number of nL L subcontractors - Enter the total number of all subcontracted contractors. SUM =
(DBEs + all Non -DBEs). Do not include the prime contractor information in this count.
10. Bid Item Number - Enter bid item number for work, services, or materials supplied to be provided.
11. Description of Work, Services, or Materials Supplied - Enter description of work, services, or materials
to be provided. Indicate all work to be performed by DBEs including work performed by the prime contractor's
own forces, if the prime is a DBE. If 100% of the item is not to be performed or furnished by the DBE,
describe the exact portion to be performed or furnished by the DBE. See LAPM Chapter 9 to determine how
to count the participation of DBE firms.
12. DBE Certification Number - Enter the DBE's Certification Identification Number. All DBEs must be certified
on the date bids are opened.
13. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted
contractors. Also, enter the prime contractor's name and phone number, if the prime is a DBE.
14. DBE Dollar Amount - Enter the subcontracted dollar amount of the work to be performed or service to be
provided. Include the prime contractor if the prime is a DBE. See LAPM Chapter 9 for how to count full/partial
participation.
15. Total Claimed DBE Participation - $: Enter the total dollar amounts entered in the "DBE Dollar Amount"
column.%: Enter the total DBE participation claimed ("Total Claimed DBE Participation Dollars" divided by
item "Bid Amount"). If the total % claimed is less than item "Contract DBE Goal," an adequately documented
Good Faith Effort (GFE) is required (see Exhibit 15-H DBE Information - Good Faith Efforts of the LAPM).
16. Preparer's Signature - The person completing the DBE commitment form on behalf of the contractor's firm
must sign their name.
17. Date - Enter the date the DBE commitment form is signed by the contractor's preparer.
18. Preparer's Name - Enter the name of the person preparing and signing the contractor's DBE commitment
form.
19. Phone - Enter the area code and phone number of the person signing the contractor's DBE commitment
form.
20. Preparer's Title - Enter the position/title of the person signing the contractor's DBE commitmentform.
LOCAL AGENCY SECTION
21. Local Agency Contract Number - Enter the Local Agency contract number or identifier.
22. Federal -Aid Project Number - Enter the Federal -Aid Project Number(s).
23. Bid Opening Date - Enter the date contract bids were opened.
24. Contract Award Date - Enter the date the contract was executed.
25. Award Amount - Enter the contract award amount as stated in the executed contract.
26. Local Agency Representative's Signature - The person completing this section of the form for the Local
Agency must sign their name to certify that the information in this and the Contractor Section of this form is
complete and accurate.
27. Date - Enter the date the DBE commitment form is signed by the Local Agency Representative.
28. Local Agency Representative's Name - Enter the name of the Local Agency Representative certifying the
contractor's DBE commitment form.
29. Phone - Enter the area code and phone number of the person signing the contractor's DBE commitment
form.
30. Local Agency Representative Title - Enter the position/title of the Local Agency Representative certifying
the contractor's DBE commitment form.
Federal Requirements Forms for Federal -Aid Construction Projects 1270-10
Exhibit 15-G Construction Contract DBE Commitment
st
License
SRICENGINEERING DBE 142597
October 5th, 2022
General Contractor
Project: City of La Quinta - Dune Palms Road Bridge
DBE Water and Sewer Proposal
SRK Engineering (SRK) proposes to provide labor, material, and equip�r61ent to complete the water and
sewer bid items as indicated below. SRK Engineering is providing ETs proposal based on plans,
specifications, addendums (4) and clarifications (A and B) per ,"ference documents provided. SRK
Engineering is a Disadvantaged/Woman Owned/Small Bus4ss Enterprise, signatory to the Operating
Engineers and Laborer Unions.
Please see below for pricing breakdown and scopetails.
Bidltem
Bid Description'
QTY
Units
Unit Price
Total
1
Mobilization
1
LS
$ 63,000.00
$ 63,000,00
77
Remove Sewer Manhole x
3
EA
$ 5,800.00
$ 17,400.00
78
Remove Pipe ¢
201
LF
$ 66.00
$ 13,266.00
79
Reconstruct Sewer Maf ❑le
7.4
LF
$ 1,500.00
$ 11,100.00
80
48" Sewer Manholes
4
EA
$ 21,50.0.00
$ 86;000.00
81
12" PVC Sewer ,l?jpe
49
LF
$ 450.00
$ 22,050.00
82
18" PVC Sew Pipe
166
LF
$ 390.00
$ 64,740.00.
83
Remove Structural Encasement
43
LF
$ 252.00
$ 10;836.00
84
Remoy36" Steel Sleeve
73
LF
$ 75.00
$ 5,475.00
85
Stru.c�ural Encasement
50
LF
$ 325.00
$ 16,250.00
86
SJwer Bypass
1
LS
$ 40,000.00
$ 40,000.00
87
18" CL 350 DIP Watermain w/Restr, Jts, Zinc Coated
670
LF
$ 950.00
$ 636,500.00
IN
Remove Blind Flange
2
EA
$ 7,500.00
$ 15,000.00
89
Remove Water Main
646
LF
$ 135.00
$ 87,210.00
90
36" Steel Sleeve
24
LF
$ 1,350.00
$ 32,400.00
TOTAL ' $1,121,227.00
Inclusions/Qualifications.-
- Labor, material, equipment, and supervision to install the items listed
- Excavate, install, and backfill new utilities listed above
- All tie-ins for SRK Engineering's work only
- Potholing for SRK Engineering's work only
- - Trench shoring, if necessary, included as needed for pipeline installed by SRK Engineering
2615 Auto Park Way I Escondido I CA 192029
Phone 760-294-4012 1 Fax 760-560-1634
SRHENGINEERING
DIR 11000045353
License 11017836
DBE 142597
Temporary trench plating as needed
- Temporary HMA patch (3"-4") on street (maintenance excluded)
- SRK to use native material for trench zone backfill
Trash Dumpsters for our own pipe removals
One Mobilization for all work (additional mobilizations will be billed at rate below)
General Contractor to Provide to SRK Engineering:
Concrete Washout
Ample 'Laydown' space onsite
- Construction Water as needed
- Portable Toilet facilities
- Survey and staking for underground utility installation
- Traffic control to allow SRK productive, unimpeded access to work including 2 day full closure as
needed
All demo of adjacent homes prior to SRK mobilization, install III) conduit, and IID shoofly prior to SRK
mobilization
- Mobilization payment with first SRK payment regardless is owner has paid mobilization item
Exclusions:
- Handling and disposal of contaminated and/or hazardous soils
- Haul off excess spoils (all dirt and rubble spoils to be left onsite)
- Dewatering, sampling and/or ground water testing, groundwater mitigation.
- Rock blasting or breaking and hard excavation
- Landscaping and erosion control repair and replacement
- Repair and relocation/replacement of any existing irrigation piping or wiring
- Clearing and grubbing
- Demo, removal, and abandonment of existing Utilities (unless otherwise noted)
- Survey/Staking
- Traffic Control
- Slurry Seal for any roadway trenching resurfacing, repair of traffic loops
- Inspection & soils testing
- Permits and Fees of any kind
- Monitoring and/or inspection of any kind
- Noise Control or monitoring
- OT or Saturday work
- BMP installation and/or maintenance
- Bond Expense (if required, bond rate is noted below)
- Special Insurance of any kind
- Buy America Pricing for materials
2615 Auto Park Way 1 Escondido 1 CA 192029
Phone 760-294-4012 1 Fax 760-560-1634
SIMENGINEERING
DIR 11000045353
License 11017836
DBE 142597
Conditions:
-Prices above are based on prompt payment for work completed
This proposal includes 1EA mobilization, additional mobilizations to be billed at $12,000EA
Prices subject to change after final drawings are issued and all questions/RFI's are answered
SRK to mob in after removal of overhead utilities and demolition of parcel at North East corner
- Prior to commencement of construction operations, a mutually agreeable contract shall be
negotiated and executed by both parties.
SRK Engineering is signatory to the Operating Engineers and Laborers Unions.
- This proposal is firm for 60 days.
If bonding is required, please add at the rate of 1.1% of total contract value:
Thank you for the opportunity to quote this project. Please contact Jeremy Kirkpatrick at
kirk atrick srken .com or 760-443-6087 if you have any questions.
Sincerely,
Sherry Rebueno Kirkpatrick, PE
President
SRK Engineering
2615 Auto Park Way I Escondido I CA 192029
Phone 760-294-4012 1 Fax 760-560-1634
1016/22, 9:13 AM UCP Web Application - List
Skip to Main Content Back To uery Form (IicenseForm.M).
Search Returned 1 Records
Thu Oct 06 09:13:28 PDT 2022
Query Criteria
Certification Types: DBE
DBA Name: srk
Firm ID
42597
DBA Name
SRK ENGINEERING, INC.
Firm Name
SRK ENGINEERING, INC.
Address Line1
4010 MORENA BLVD. #105
Address Line2
City
SAN DIEGO
State
CA
Zip Code1
92117
Zip Code2
Mailing Address
Line1
Mailing Address
Line2
Mailing City
Mailing State
Mailing Zip
Code1
Mailing Zip
Code2
Certification
DBE
Type
Entail
skirkpatrick@srkeng.com
Contact Name
SHERRY KIRKPATRICK
Area Code
909
Phone Number
456-5164
Extension
Alt Area Code
760
Alt Phone
443-6087
Number
Extension
Fax Area Code
760
Fax Phone
560-1634
Number
Agency Name
LOS ANGELES COUNTY METRO TRANSPORTATION AUTHORITY (MTA)
Counties
19; 30; 33; 37;
Districts
07; 08; 11; 12;
237110; 237310; 237990; 238110; 238120; 238140; 238190; 541330; 541370; 541380; 541618; 541E
DBE NAICS
541990;
ACDBE NAICS
https:Hucp.dot.ca.gov/querySubmit.htm 1 /2
10/6/22, 9:13 AM
UCP Web Application - List
18734 LABORATORY TESTING AND ANALYSIS; C6200 ALTERNATIVE PIPE CULVERT, C6820
PERMEABLE MATERIAL; C7160 ASBESTOS -CEMENT SEWER PIPE; C5501 STEEL STRUCTURE
C7180 CAST IRON SEWER PIPE; C5180 SOUND WALL (MASONRY BLOCK - CONCRETE); C198
IMPORTED BORROW; C7140 CLAY SEWER PIPE; C5135 CONCRETE BLOCK & MASONRY
RETAINING WALL; C6900 DOWNDRAIN; C7194 JUNCTION CHAMBER; C5136 REINFORCED
CONCRETE CRIB WALL; C7112 REINFORCED CONCRETE SEWER PIPE; C9872 SEWER
CONNECTION; C8713 CONSULTANT, ENVIRONMENTAL; C8714 CONSULTANT, PROJECT
MANAGEMENT/ BUSINESS ADMIN; C8776 Construction Management - Other Heavy and Civil
Construction; C8778 Construction Management - Water and Sewer Line and Related Structure
Work Codes
Construction; C3862 Aerial/Photogram metric Mapping Services; C2201 FINISHING ROADWAY; C39
PAVEMENT REINFORCING FABRIC; C5570 STEEL CRIB WALL; C7000 PLASTIC PIPE; C7215
CONCRETED -ROCK SLOPE PROTECTION; C8700 CONSULTANT, NON ENGINEERING; C9801
BUILDING CONSTRUCTION; C1910 GRADING; C1970 EMBANKMENT CONSTRUCTION; C5100
CONCRETE STRUCTURE; C5105 MINOR CONCRETE STRUCTURE; C5120 FURNISH PRECAST
CONCRETE DECK UNIT; C5124 ERECT PRECAST CONCRETE; C6819 FILTER FABRIC; C7006
CORRUGATED STEEL PIPE INLET & RISER; C7026 CORRUGATED STEEL PIPE ENERGY
DISSIPATOR; C7041 JACKED WELDED STEEL PIPE; C7191 SEWER MANHOLE; C8720 CIVIL
ENGINEERING;
Licenses
EC Civil Engineer;
Trucks
Gender
F
Ethnicity
ASIAN PACIFIC
Firm Type
DBE
https://ucp.dot.ca.gov/querySubmit.htm
z/z
wiivvti,i�tegity>wfaarplcers com
1345 Nandina Ave, 'Perris, -CA92571
PFione:'95::6.96:G.843 Fay: 951.943.77.72
Gari"r's License# 53:37:2.9
dg
DIR:1000005302
MBE: SC07357
ESTIMATE # 9202112 BID/OFFER FORM BID DATE: 10/05/22
BID TIME: 2:00 PM
ATTN: ESTIMATING
PROJECT NAME: DUNE PALMS ROAD BRIDGE IMPROVEMENT
PROJECT NO: 2011-05
PROJECT LOCATION: CITY OF LA QUINTA
Integrity Rebar Placers is pleased to submit the following offedagreement for the above referenced project, subject to the
terms and conditions specified herein. Performance of this Bid/Offer shall be governed by and in compliance with the
Concrete Reinforcing Steel Institute Manual of Standard Practices. This offer represents the full scope and intent on
the part of Integrity Rebar Placers to provide services and materials to Contractor.
This bid is submitted subject to and expressly conditioned upon all of the terms and conditions set forth below.
SCOPE OF WORK / PRICE
BID
f _ _ DESCRIPTION T
QUANTITY
UNIT PRICE
ITEM
#025
_
TYPE 1A RETG WALL
1.829
SF
21.8534
#026
CONG SLOPE PROTECTION
1 215TLF
CY
74.3705
#028
6'(TALL) MASONRY BLOCK WALL FTG
300
220938
#033
24" STORM DRAIN OUTLET
1EA
915:3366
#034
42" STORM DRAIN OUTLET
1
EA
1669.3896
#068
F STR CONC. APPR SLAB TYPE N 30
206
CY
372.7075
#071
F BAR REINF STEEL BRIDGE
1,191,536
LB
1.2813
#072
F BAR REINF STEEL RET"G WALL #3 & #4
11,881
LB
1.8010
#073
CONC BARRIER OPE 732 SW MOD
968
LF
76.0417
#107
6' ALL MASONRY BLOCK WALL
60
LF
26.8393
#117
-CONC SLOPE PROTECTION
805
CY
74.4338
#118
18" STORM DRAIN OUTLET
1
EA
1,338.2040
#137
(F) BAR REINF STEEL (RET'G WALL #1 )
20,001
LB
2.1148
-- TOTAL
EXCLUDES ALL OTHER BID ITEMS AND WORK
NOT LISTED
OPTIONAL DBE CREDIT FOR $1,000,000 OPTIONAL
LABORIMATERIAL PERFORMED BY ADO
x 1180 Olympic Drive, Suite 108
Corona, CA 92881-3397
AiCA License # 998917
LA STEEL. 951-393-2013
= S E P V I C E 5- r.rabaW aMasteelservices.corn
TOTALS
90,360.14
6 628.13
915.34
1,669.39
76,777.75
1,526,757.05
21.397.54
1,610.36
59,919.21
1,338.20
42.298.90
16
$100,000.00
® Prices include applicable State and Local Sales Tax.
® Prices above are only guaranteed if notified of award within 72 hours of bid and contract is received within 30
REV. 08/24/2022
days of bid date. If IRP Is not notified of award within 72 hours then material pricing will be subject to market
s changes, after which time Integrity Rebar Placers reserves the right to revise this quotation.
• Prices / Bid items quoted are not for separate acceptance without prior approval.
• Integrity Rebar Placers' price is based on detailing, fabricating and placing on a normal five (6) day, forty (40) hour work week (ail
Union contract and nationally recognized holidays are observed). Pricing includes delivery based on an average of 40,000 Ibs per
truckload, excessive short load deliveries maybe subject to additional costs. Performance will be based on conventional construction
and adequate written schedules to which Integrity Rebar Placers has agreed. Contractor shall furnish design information, locations of
pour joints, .and construction schedules In sufficlant time to allow for preparation and approval of submittals, plus seven (7) working
days for fabrication and delivery. Additional lead-time will be required for special mill rolling, spirals, epoxy coating and/or special
mesh. Contract delays of more than forty -live (45) days may result in additional cost of materials.
Seller reserves the right to renegotiate additional price increases, for any shipments and/or placing after
HOISTING/LOWERING:
Contractor shall furnish, without charge, suitable equipment fully operated with adequate rigging for hoisting/lowering
reinforcing steel, wire mesh, etc, including unloading trucks, staging of reinforcing to points of installation (into foundations
and onto elevated decks, etc...) setting of columns/cages and /or assemblies, and power placing of individual bars that
Integrity Rebar Placers may require. Contractor to provide 118 hours of hook time. (Hook time is the amount of time that
the hoisting hook is actively supporting any reinforcing steel.) If Integrity Rebar Placers is to perform its own hoisting, add
$ . (Hours and/or price provided do not include hoisting/lowering for F.O.B. trucks jobsite material
and/or setting of tied and stockpiled cages or mats).
SPECIAL NOTES:
1. Payment and Performance Bonds may be provided at 0.7% if necessary.
2. Assumed A706 acceptable for all rebar.
3. Exclude all curbs, gutter, catch basins, inlet, outlets, manholes, sidewalks, driveways, and work not included in
items bid.
4. CIDH piles/columns supplied FOB truckjobsite. Includes one splice in CIDH to be spliced on site.
PLANS ARID SPECIFICATIONS:
Specifications: SSPWC & CALTRANS 2018
Plans/Drawings: (08/15/22) 85 SHTS PER TITLE SHT 1
ADDENDUMS: (09/15122) ADM#1, (09/20/2-2) ADM#2, (49121122) ADM#3
ArchitectlEngineer: CIVIL: HEPTAGON SEVEN
BRIDGE: BENGAL ENGINEERING
SCOPE OF WORK EXG USIONS
1. All testing including operator qualification and inspection and/or any related costs including shipping to test facility
other than mill test reports. (Rebar, mechanical couplers and/or welded hoop test bar samples to be provided
F.O.B. trucks jobsite).
2. As -Built Drawings (Shop Drawings).
3. Plain (smooth) round bars, threaded bars, rods, sleeves, anchors, studs, bolts (anchor & misc.), and inserts.
4. All Mesh.
5. Wrapping, coating, painting and/or greasing of reinforcing steel and/or wire mesh.
6. Supplying, installing, and /or maintaining any form of rebar cap or safety device on installed reinforcing steel or
reinforcing steel on the ground/stored. (Per latest OSHA Standards)
7. All permits and licenses, other than city/county business licenses and State Contractor's license, required for the
work.
f 8. Cutting, burning, cleaning, straightening and/or bending of existing steel and/or improperly placed drill and
grout/bond dowels.
2
REV. 08I24/2022
9. Drilling, grouting, and dry packing / placing bars in drilled holes.
10. Payment and/or Performance Bonds and cost of bond.
11. Furnishing and/or welding of dowels/anchors to miscellaneous steel and/or structural steel.
12. Placing or Shop Drawings prepared, reviewed, sealed or stamped by a licensed engineer.
13. Any additional costs associated to or resulting from Rack Bracing Engineering.
14. All electrical bonding, grounding material (i.e. welding for cathodic protection).
15. All welding.
16. Prestressing and/or prestressing materials. (Including but not limited to any additional reinforcing steel required by
any prestressing/post tensioning system)
17. Masonry Steel, other than deformed rebar.
18. Reinforcing for precast concrete items.
19. The setting of tied and stockpiled F.O.B. Truck Jobsite cages as well as all spacer material and/or placing
accessories required to position same. Reinforcing steel cages will be unloaded by Contractor and stockpiled at the
jobsite in locations designated by Contractor. Relocation of stockpiled cages shall be Contractors responsibility.
20. Epoxy Coated / Galvanized deformed and/or plain bars and/or wire mesh.
21. Field bending of rebar other than by additive quote.
22. The cost of reworking, rehabilitating and/or replacing reinforcing steel damaged or lost as a result of flood
conditions. If storm damage should occur, responsibility for steel Cully or parlially in place, and for steel stored in
locations designated by Contractor, shall be for Contractor's account.
23. Traffic control (Lane closures, barricades, flagmen, signs, lights, etc.).
24. All site work, including but not limited to paving, sidewalks, curb and gutter, storm drain items such as catch basins,
clean -Outs, inlets, outlets, manholes, headwalls, collars, etc. unless specifically included in Scope of Work/Price.
25. Diaphragm dowels or bolts required for precast members.
26. Protection of exposed steel for future construction.
27. Loss of rebar due to theft, if ordered and scheduled by contractor.
28. Subcontractor will leave work activity areas free of major debris at the end of every workday. Incidental debris such
as tie wire clippings, paper, bundle wires will not apply. Contractor shall provide dumpster for trash. Contractor
shall give Subcontractor with 24 hour written notice of areas that requires clean up and allow Subcontractor time to
respond prior to back charging Subcontractor.
29. Special Insurance Provisions such as: Indemnifications for anything not associated directlyto our work, Contractors
Pollution Liability or Additional Insureds except the Prime Contractor or the owner of the project.
30. Any Training that is site specific (i.e. Railroad training, or Airport Badging)
31. Night work except by additive quote see item 14 under General conditions for more specifics.
32. Driving or Placing material directly into soil.
GENERAL CONDITIONS
3
REV. 0812412022
1. Contractor's acceptance of all of the terms and conditions of this Bid/Offer shall be conclusively evidenced by Contractor listing,
permitting/directing performance, or signing and returning this offer.
2. Integrity Rebar Placers may begin performance of the work, pending receipt of an executed final agreement. However. should a
final mutually acceptable agreement not be forthcoming or should the terms and conditions of Integrity rebar Placers offer be
altered or modified, Integrity Rebar Placers reserves the right to immediately stop performance and Contractor agrees to
indemnify Integrity Rebar Placers for all costs and loss of profit.
3. The following items, as required, are to be provided by Contractor, fully erected for use at all locations necessary without charge
to Integrity Rebar Placers:
A. Grades and Lines.
B. Templates. A & E).
C. lucks, Ramps, Ladders, Cal-Osha approved Heavy Duty scaffolding (per sections 1926 subpart L App.
D. Full access to all working areas for material, equipment and manpower.
E. Level space for delivery, assembly and storage of steel, accessible to tractor -semi -trailer deliveries and adjacent to
jobsite location where steel is to be used andlor hoistedllowered.
F. Adequate lighting as required, sanitary facilities, trash bins, etc.
G. As required, adequate electrical power and compressed air (90 PSI Min.)_
4. Subcontractor shall be paid monthly progress payments equal to one hundred percent (100%) of monthly billings within ten days
(10) days of Contractor receiving payment from protect owner for value of work completed, plus Owner approved amount of
materials on hand and/or equipment (if any) suitably stored on or off site. Contractor shall, at all times, be financially responsible
to Integrity Rebar Placers for labor and material supplied pursuant to this offer. If a dispute arises between Contractor and
Owner that delays receipt of payment by Contractor from Owner, unrelated to the performance of or materials supplied by
Subcontractor, Contractor shall make progress and/or retention payment to Subcontractor within a reasonable time. A
reasonable time for payment from Contractor to Subcontractor shall be defined as being due 45 days from Subcontractor's
progress billing date.
5. Contractor shall not withhold retention greater than that being withheld by the Owner from the Contractor and shall immediately
reduce retention withheld from Subcontractor, by a like percentage, when reduced to Contractor by Owner. In no event shall
retention withheld by Contractor from Integrity Rebar Placers exceed the percentage withheld from Gontractor by Owner. Final
retention payment shall be made not later than 35 days from date Integrity Rebar Placers has completed its scope of work.
6. No retention shall be withheld on FOB and/or tied and stockpiled material, if approved by Owner.
7. Integrity Rebar Placers shall not be required to continue performance if, after Contractor has received payment for the properly
performed work of Integrity Rebar Placers, timely payments are not made to Integrity Rebar Placers.
8. All sums not paid when due shall bear an interest rate of 2% per month or the maximum legal rate permitted by law, whichever is
greater; and all costs of collection, including a reasonable attorney's fee, shall be paid by Contractor as prescribed by Section
7108.5 of the California Business and Professions Code.
9. No provision of this Subcontract shall serve to void Integrity Rebar Placers entitlement to payment for properly performed
contractlextra work or suitably stored materials, or to void Subcontractor's right to file a lien, stop notice, and/or claim on its behalf.
10. Neither party will have the right of set-off against the other party for any reason.
11. If Integrity Rebar Placers is required by the Contractor to perform change orderlextra work, said extra work must be authorized in
writing by Contractor's Field Management personnel having apparent authority to authorize such extra work or an officer of the
Contractor. Such writtenlexecuted directives from the Contractor shall constitute acceptance of financial responsibility by
Contractor and a billable event upon completion of the work.
12. No back charges or claims of the Contractor for services provided shall be valid except by an agreement in writing, agreed to
between the parries prior to services being provided.
13. Re -detailing and or estimating resulting from design changes will be bill at the rate of $85.00 per hour.
14. Field labor called for herein is to be performed during Integrity Rebar Placers regular working hours, eight hours pero me ve
days a week (all Union Holidays are observed), unless required and agreed to during bid negotiations, All work pf
outside of such hours shall be charged at Integrity Rebar Placers standard rates for overtime, weekend, or holiday work.
Integrity Rebar Placers standard rates are per Caitrans force account rates. (Labor Surcharge % per Concrete Construction -
Bridge) However, should Integrity Rebar Placers be behind the preapproved construction schedule, all overtime/premium time
required to regain the construction schedule shall be for subcontractor's account.
15. Contractor shall be responsible for all additional costs associated to schedule as related to the ironworkers labor union contract,
including but not limited to minimum hours works, show -up time, stand-by, shifts etc....
16. Integrity Rebar Placers will indemnify, defend and save harmless Contractor and Contractor's customer from Integrity Rebar
4 REV. 08/24/2022
Placers p roportl o n ate share of liability for claims attributable to bodily Injury (including death) and/or property damage (to other
than the Work itself} to the extent caused by the negligence or intentional misconduct of Integrity Rebar Placers or anyono directly
or indirectly employed by Integrity Rebar Placers. Subcontractor will name Contractor and Contractor's customer as additional
insured on Subcontractor's insurance policies only if required to do so by the Contract Documents and only by means of
Subcontractor's standard additional insured endorsement. Indemnification and insurance provided by Integrity Rebar Placers
shall not extend coverage to Architects, Engineers or other design professionals. Indemnification and insurance coverage shall
be limited to Contractor and Contractor's customer only.
1. Integrity Rebar Placers carries the following insurance coverage's.
2. General Liability; Carrier-A.M, Best Rated A X Nan -Admitted. Form: CG2001 10/01-2001 ISO Occurrence Commercial
General Liability including products. Limits: Each Occurrence $1,000,000. General Aggregate $2,000,000 Products/Comp
Ops Aggregate $2,000,000 Personal Injury & Advertising $1,000,000 Medical Payments -Per Person $5,000 Fire Legal
Damage $50,000.
3. Workers Com ensation: Carrier: State Compensation Insurance Fund, Statutory includes Employers Liability.
17. Contractor shall provide Integrity Rebar Placers with copies of all contract documents applicable to Integrity Rebar Placers
performance, duties, or obligations at its Headquarters Office.
18, Subcontractor shall be provided a mutually approved construction schedule providing a reasonable time in which to make delivery
of submittals, materials and/or labor so as to commence and complete the performance of the Subcontract.
19. Subcontractor shall not be responsible for delays, accelerations, or defaults where occasioned by any causes beyond its control,
including but not limited to: delays caused by the Owner, General Contractor, Architect and/or Engineers.
20. Subcontractor shall not be responsible for any delays due to failed testing of specialty items such as couplers or welded hoops.
21. Subcontractor shall be entitled to equitable adjustment in the subcontract amount for additional costs due to unanticipated project
delays or accelerations caused by the Contractor or others under the direct control of Contractor, and whose acts is not
Subcontractor's responsibility.
22. the Contractor shall make no demand for liquidated damages for delays in excess of the amount specified in the Contract
Documents and no liquidated damages may be assessed against Subcontractor for more than its proport€onate share of the
amount paid by the Contractor for unexcused delays to the extent actually caused by Subcontractor.
23. Splices in reinforcing bars and/or construction joint dowels for Contractor's convenience shall be for Contractor's account. Also
splices required due to low overhead, power lines and/or deficiencies in hoisting equipment unless specifically shown on contract
drawings at that particular location shall be for Contractor's account.
24. Integrity Rebar Placers shall not be liable for repair of any damage caused by others outside the control of Integrity Rebar
Placers. Approval for pouring or embedment in concrete shall constitute acceptance by Contractor of that portion of work and
shall terminate Integrity Rebar Placers responsibility. Required remedial work, due to damage caused by others shall be for
Contractor's account.
25. Cost of Ironworker show -up and/or stand-by time, scheduled by Contractor, when work is not ready shall be for Contractor's
account.
26. Contractor shall furnish, without charge, templates/starter walls constructed with sufficient accuracy to support vertical reinforcing
steel within placing tolerances specified by Owner. Templates/Starter walls shall not be double formed before reinforcing steel is
installed unless prior approval has been granted.
27. Contractor shall furnish adequate parking for all Integrity Rebar Placers employees at no cost to Integrity Rebar Placers within
three (3) standard blocks of the jobsite. If Contractor does not provide this parking, Contractor will pay Integrity Rebar Placers for
all parking related costs including cost of vehicle parking, cost of shuttle services and travel time costs while employees are in
transit unless specifically included in Scope of Work / Price or by additive quote.
28. Contractor will provide full access to all areas of the project for at least one (1) Integrity Rebar Placers' Foreman truck to provide
supplies and accessories as needed for the project.
29. Contractor shall furnish approved work drawings of the temporary support system for columns, wall cages and/or any assemblies
regardless of height, which the bid documents, may require. Contractor shall furnish and maintain adequate bracing, rigging,
cables and guys, set all deadman required to guy vertical reinforcing, and comply with the temporary system design (Rigging
includes but is not limited to: chokers, shackles, spreader bars, etc....). Prior to hoisting support being removed, Contractor to
inspect, approve compliance with temporary support system plan, and accept work.
30. Ramps adequate to allow semi tractor -trailer deliveries of reinforcing to point of final placement shall be furnished by Contractor
for all work below grade and shall be maintained in place until all work below grade is complete. If above ramps are not provided,
all cost for equivalent service shall be for Contractors account.
31. Masonry steel to be F.O.B. trucks jobsite, with Contractor agreeing to accept all responsibility for any shortages and/or
REV. 08/24/2022
replacement costs discovered twenty-four (24) hours subsequent to delivery. Unless shown otherwise on plan drawings,
masonry vertical reinforcing is to be furnished In one-piece, full height between stories of structure. if four -foot (4' 4") vertical lifts
are required, Contractor and/or Contractor's subcontractor to assume all costs for additional splices required. Al horizontal
reinforcing #5 and smaller will be furnished in stock lengths plus comer bars.
32. Contractor shall furnish, at no cost to Integrity Rebar Placers hoisting/lowering of employees and materials to points of installation,
wherever required.
33. Contractor shall furnish layout of dowels, which extend into masonry.
34. Deliveries include up to 2 hours to offload from time of arrival. Anything in excess of 2 hours will be billed to
contractor account in30 minute intervals.
Accepted this 5 day of October 20 22
Integrity Rebar Placers
Contractor:
By: �QNby:
Its: Controller
Title
Its:
Title
M.
REV. 08124/2022
LA STEEL
S E R V 1 C E S
CONTRACTOR: Bidding Contractors
1180 Olympic Dr. Ste. 108, Corona, CA
92881
Phone: 951-393-2016
Fax: 951-370-1390
Contractor's License #998917
EIN # 47-3081534
D I R #1000391496
BID/OFFER
ATTENTION: Estimating
PROJECT NAME: Dune Palms Road Bridge Improvements
LOCATION: La Quinta
BID DATE:
10-04-22
BID TIME:
2:00 PM
ESTIMATE #:
E22-065(R2)
LA Steel Services, Inc. DBE Certified CUCP No. 42683• SBE Certified Metro File #6818 & MWD Net Connect
#372820• SB Certified DGS #1796624• is pleased to submit the following offer/agreement for the above referenced project,
subject to the terms and conditions specified herein. Performance of this BidlOffer shall be governed by and in compliance
with the Concrete Reinforcing Steel Institute Manual of Standard Practice. This offer represents the fuil scope and
intent on the part of LA Steel Services to provide services and materials to Contractor.
This bid is submitted subject to and expressly conditioned upon all of the terms and conditions set forth below.
PLANS AND SPECIFICATIONS:
Specifications
Plans/Drawings:
52 Reinforcement
85 Pages, Dated 08-15-22
PRICING CONDITIONS:
Addendum: #
Architect/Engineer:
1-4
Heptagon Seven
Prices, as quoted, will remain firm for fourteen (14) calendar days, after which time LA Steel Services reserves the
right to revise this quotation. (LASS will reserve pricing with fabricator if purchaser notifies LASS within (14) days
that they have listed LASS for this project.)
• Prices / Bid items quoted are not for separate acceptance without prior approval.
• Seller reserves the right to renegotiate additional price increases, for any shipments and/or placing after the projected
end of the job per timeline and schedule as outlined in the specifications at time of bid.
LA Steel Services' price is based on detailing, fabricating, placing, and/or providing reinforcing steel, fob trucks job
site
for unloading and placing by others, on a normal five (5) day, forty (40) hour work week (all Union contract and nationally
recognized holidays are observed). Performance will be based on conventional construction, timely receipt of two (2)
complete printed sets of plans, specifications (in addition to CADD files) and adequate written schedules to which LA
Steel Services has agreed. Contractor shall furnish design information, locations of pour joints, and construction
schedules in sufficient time to allow for preparation and approval of submittals, plus seven (7) working days for
fabrication and delivery. Additional lead-time will be required for special mill rolling, spirals, epoxy coating, and/or
special mesh. Contract delays may result in additional cost of labor & materials.
SCOPE OF WORKIPRICE
- IRP
LASS Pricing is for the specific items listed below only! Any other work or
material requested
will
beat extra to contract.
BID ITEM DESCRIPTION
QUANTITY
UNIT PRICE
TOTAL
25 Type 1 A Retaining Wall -Installed
1,829
SF
TBD
TBD — _ —__
26 Concrete Slope Protection (D) - Installed
1,195
CY
TBD
TBD
6' (Tall) Masonry Block Wall (D) -Installed with masonry steel provided
28 FOB trucks jobsite for unloading and placing by others.
300
LF
TBD
TBD
24" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and
33 placing by others.
1
EA
TBD
TBD
42" Storm Drain Outlet w/Grate -FOB trucks jobsite for unloading and
34 placingbyothers.
1
EA
TBD
TBD
68 Structural Concrete, Approach Slab (Type N 30) - Installed
206
CY
TBD
TBD
71(F) Bar Reinforcing Steel(Bridge) - Installed
L191,536LB
TBD
TBD
72(F) Bar Reinforcing Steel (Ret Wall) (D) - Installed
11,881
LB
TBD
TBD
73 Concrete Barrier Type 732SW Mod) - Installed
968
LF
TBD
TBD
Structural Encasement- FOB trucksjobsite for unloading and placing by
85
others.
50
LF
TBD
TBD
6' (Tall) Masonry Block Wall (D) - Installed with masonry steel provided
107
FOB trucksjobsitefor unloading and placing byothers.
60
LF
TBD
TBD
117
Concrete Slope Protection (D) - Installed
790
CY
TBD
TBD
18" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and
118
1placing by others.
JBar Reinforcing Steel (Ret Wall) (D) -installed
1
20,0011
EA
LB
TBD
TBD
TBD
TBD
137
Not to exceed or up to $1,D00,000 of material
and labor
TOTAL
$ 1,000,000.00
HOISTING/LOWERING:
Contractor shall furnish, without charge, suitable equipment fully operated for hoisting/lowering reinforcing steel, wire mesh,
etc., including unloading trucks, staging of reinforcing to points of installation (into foundations and onto elevated decks,
etc....) setting of columns/cages and/or assemblies, and power placing of individual bars that LA Steel services may require_
Contractor to provide a minimum of 150 hours of actual (took time. (Hook time is the amount of time that the hoisting
hook is actively supporting any reinforcing steel.) (Hours and/or price provided do not include hoistingllowering for F.a.B.
trucks jobsite material and/or setting of tied and stockpiled cages or mats).
LA Steel services, Inc. to provide basic rigging which includes that which is suitable for general hoisting purposes such as
unloading of deliveries, hoisting bundles to bridge deck, etc. Any and all other rigging beyond this to be provided by
Contractor.
SPECIAL NOTES:
1. Pricing based on our ability to negotiate acceptable contract/payment terms.
2. CIDH piles and columns FOB trucks jobsite for unloading and placing by others, one-piece full length only.
Cages will be tied to industry standards for placement of concrete. Additional tying and rack braces for pile gpIN_
o ern are excluded.
3. Payment and Performance Bonds excluded.
4. Night work is excluded except by additive quote.
5. Special order bars will be required, ample lead time for #14 bar will be required, subject to mill rolling dates.
6. Material and labor are quoted to begin per initial agency schedule as outlined in the specs and only through
November 2024. Should the project exceed that timeframe a signed change order for any and all escalations will
be required to move forward with work after that date.
7. Due to current mill shortages in the rebar market, contractor must allow ample time for scheduling of orders.
8. Approach mats to be tied in place or pre -tied by LA Steel Services, Inc. in lane width pieces, in yard provided by
contractor or in place during standard daytime hours. Contractor to be responsible for relocating, placing and
splicing assembled mats. Mat splices (If any) to be provided FOB. No couplers or form savers included.
2
SCOPE OF WORK EXCLUSIONS
1. All testing and inspection and/or any related costs thereof other than mill test reports. (Rebar, mechanical couplers
and/or welded hoop test bar samples to be provided F.O.B. trucks jobsite).
2. As -Built Drawings (Shop Drawings).
3. Plain (smooth) round bars or dowels, threaded bars, form savers, rods, sleeves, sheathing, anchors, studs, bolts
(anchor & misc.), and inserts.
4. Wrapping, coating, painting and/or greasing of reinforcing steel and/or wire mesh.
5. Supplying, installing, and /or maintaining any form of rebar cap or safety device on installed reinforcing steel or
reinforcing steel on the ground/stored (per latest OSHA Standards).
6. Cost of pour watchman.
7. All peri-nits and licenses, other than city/county business licenses and State Contractor's license, required for the work.
8. Cutting, burning, cleaning, straightening and/or bending of existing steel and/or improperly placed drill and grout/bond
dowels.
9. Drilling, grouting, and dry packing/placing bars in drilled holes.
10. Payment and/or Performance Bonds.
11. Furnishing and/or welding of dowels/anchors to miscellaneous steel and/or structural steel.
12. Metal tags (LA Steel Services or fabricators standard tags will be used to identify steel).
13. Any and all reinforcing steel, and/or wire mesh not shown on drawings unless specifically included in Scope of
Work/Price.
14. Placing or Shop Drawings prepared, reviewed, sealed, or stamped by a licensed engineer.
15. Providing and/or laying out holes in structural steel for reinforcing bars to pass.
16. All electrical bonding and/or grounding material (i.e., welding for cathodic protection).
17. All welding.
18. Pre -stressing and/or pre -stressing materials. (Including but not limited to, any additional reinforcing steel required by any
pre-stressing/post tensioning system_)
19. Masonry Steel, other than deformed rebar.
20. Reinforcing for precast concrete items.
21. Reworking of any reinforcing steel and/or post -tensioned cables extending from precast piles.
22. The setting of tied and stockpiled F.O.B. Truck .iobsite cages as well as all spacer material and/or placing accessories
required to position same. Reinforcing steel cages other than over -length or jobsite-built cages will be unloaded by
Contractor and stockpiled at the jobsite in locations designated by Contractor. Relocation of stockpiled cages shall be
Contractor's responsibility.
23. Epoxy Coated/Galvanized deformed and/or plain bars and/or wire mesh.
24. Field bending of rebar other than by additive quote.
25. The cost of reworking, rehabilitating and/or replacing reinforcing steel damaged or lost as a result of flood conditions. If
storm damage should occur, responsibility for steel fully or partially in place, and for steel stored in locations designated
by Contractor, shall be for Contractor's account.
26. Traffic control (lane closures, barricades, flagmen, signs, lights, etc.).
27. All site work, including but not limited to paving, sidewalks, curb and gutter, storm drain items such as catch basins,
clean -outs, inlets, outlets, manholes, headwalls, collars, etc. unless specifically included in Scope of Work/Price.
28. Protection of any exposed steel after placement.
29. Overtime premiums and/or shift work.
30. Reinforcing materials shown on mechanical, electrical, plumbing drawings; trim steel for openings not shown on
structural drawings; trim steel for tieback openings.
31. Removal of spoils from footings and small wire clippings caused by normal reinforcing installation.
32. Removal of incidental wire clippings on any and all elements.
33. All stem -bending at pre-stressed/pre-cast beams.
34. Drilling and grouting of anything.
35. All, project, required safety classes, special compliance training, badging, railroad training, flagging, parking fees, down
time as a result of any of the preceding and all associated costs including hourly labor costs to include 4-hour
minimums.
GENERAL CONDITIONS
1. Contractor's acceptance of all the terms and conditions of this Bid/Offer shall be conclusively evidenced by Contractor listing,
3
permitting/directing performance, or signing and returning this offer.
2. LA Steel Services may begin performance of the work, pending receipt of an executed final agreement. However, should a final
mutually acceptable agreement not be forthcoming, or should the terms and conditions of LA Steel Services offer be altered or
modified, LA Steel Services reserves the right to immediately stop performance and Contractor agrees to indemnify LA Steel Services
for all costs and loss of profit.
3. The following items, as required, are to be provided by Contractor, fully erected for use at all locations necessary without charge to LA
Steel Services:
A. Lines, grades, supporting templates, layout, racks, ramps, ladders, sanitary facilities, trash bins, adequate lighting, and
Cal -OSHA approved Heavy Duty scaffolding (per sections 1926 subpart L App. A & E), and as required, adequate
electrical power and compressed air (90 PSI Min.).
B. Full access to all working areas for material, equipment, manpower, and level space for delivery, assembly and
storage of steel, accessible to tractor -semi -trailer deliveries and within 25 feet of where materials are to be used or
hoisted.
C. Adequate areas for staging, storage, and pre -assembly of materials.
D. Level site with area for rebar to be safely offloaded from trucks.
E. All guy wires, bracing, rigging, etc. to set rebar, and maintenance of such.
4. Subcontractor shall be paid monthly progress payments equal to one hundred percent (100%) of monthly millings within tan days (W)
days of Contractor receiving payment from project owner for value of work completed, plus Owner approved number of materials on
hand and/or equipment (if any) suitably stored on or off site. Contractor shall, at all times, be financially responsible to LA Steel
Services for labor and material supplied pursuant to this offer. If a dispute arises between Contractor and Owner that delays receipt
of payment by Contractor from Owner, unrelated to the performance of or materials supplied by Subcontractor, Contractor shall make
progress and/or retention payment to Subcontractor within a reasonable time. A reasonable time for payment from Contractor to
Subcontractor shall be defined as being due 45 days from Subcontractor's progress billing date.
5. Contractor shall not withhold retention greater than that being withheld by the Owner from the Contractor and shall immediately reduce
retention withheld from Subcontractor, by a like percentage, when reduced to Contractor by Owner. In no event shall retention
withheld by Contractor from LA Steel Services exceed the percentage withheld from Contractor by Owner. Finai retention payment
shall be made not later than 35 days from date LA Steel Services has completed its scope of work.
6. No retention shall be withheld on FOB and/or tied and stockpiled material, if approved by Owner.
7. LA Steel Services shall not be required to continue performance if, after Contractor has received payment for the properly performed
work of LA Steel Services, timely payments are not made to LA Steel Services.
8. All sums not paid when due shall bear an interest rate of 2% per month or the maximum legal rate permitted by law, whichever is
greater; and all costs of collection, including a reasonable attorney's fee, shall be paid by Contractor as prescribed by Section 7108.5
of the California Business and Professions Code.
9. No provision of this Subcontract shall serve to void LA Steel Services entitlement to payment for properly performed contract/extra
work or suitably stored materials, or to void Subcontractor's right to file a lien, stop notice, and/or claim on its behalf.
10. Neither party will have the right of set-off against the other party for any reason.
11. If LA Steel Services is required by the Contractor to perform change orderlextra work, said extra work must be authorized in writing by
Contractor's Field Management personnel having apparent authority to authorize such extra work or an officer of the Contractor. Such
writtenlexecuted directives from the Contractor shall constitute acceptance of financial responsibility by Contractor and a billable event
upon completion of the work. Extra/CCO shall be net 30 days regardless of being paid by owner.
12. No back charges or claims of the Contractor for services provided shall be valid except by an agreement in writing, agreed to between
the parties prior to services being provided.
13. Field labor called for herein is to be performed during LA Steel Services regular working hours, eight hours per day, five days a week
(all Union Holidays are observed), unless required and agreed to during bid negotiations. All work performed outside of such hours
shall be charged at LA Steel Services standard rates for overtime, weekend, or holiday work. LA Steel Services standard rates are
per Caltrans force account rates. (Labor Surcharge % per Concrete Construction - Bridge) However, should LA Steel Services be
behind the preapproved construction schedule, all overtime/premium time required to regain the construction schedule shall be for
subcontractor's account.
14. LA Steel Services will indemnify, defend and save harmless Contractor and Contractor's customer from LA Steel Services'
proportionate share of liability for claims attributable to bodily injury (including death) and/or property damage (to other than the Work
itself) to the extent caused by the negligence or intentional misconduct of LA Steel Services or anyone directly or indirectly employed
by LA Steel Services. Subcontractor will name Contractor and Contractor's customer as additional insured on Subcontractor's
insurance policies only if required to do so by the Contract Documents and only by means of Subcontractor's standard additional
insured endorsement. Indemnification and insurance provided by LA Steel Services shall not extend coverage to Architects,
Engineers, or other design professionals. Indemnification and insurance coverage shall be limited to Contractor and Contractor's
customer only.
15. LA Steel Services carries the following insurance coverages.
General Liabili : Carrier-A.M. Best Rated A X Non Admitted. Form: CG2001 10/01-2001 ISO Occurrence Commercial General
Liability including products. Limits: Each Occurrence $1,000,000. General Aggregate $2,000,000 Products/Comp Ops
Aggregate $2,000,000 Personal Injury & Advertising $1,000,000 Medical Payments -Per Person $5,000 Fire Legal Damage
$50,000.
Workers Cormpens_ativn: Carrier: State Compensation Insurance Fund, Statutory includes Employers Liability.
LS Steel Services does not carry "Cross Liability" or "Severability of Interest'
clauses.
16. Contractor shall provide LA Steel Services with copies of all contract documents applicable to LA Steel Services performance, duties,
or obligations at its Headquarters Office.
4
17. Subcontractor shall be provided a mutually approved construction schedule providing a reasonable time in which to make delivery of
submittals, materials and/or labor to commence and complete the performance of the Subcontract.
18. Subcontractor shall not be responsible for decays, accelerations, or defaults where occasioned by any causes beyond its control,
including but not limited to: delays caused by the Owner, General Contractor, Architect and/or Engineers.
19. Subcontractor shall be entitled to equitable adjustment in the subcontract amount for additional costs due to unanticipated project
delays or accelerations caused by the Contractor or others under the direct control of Contractor, and whose acts is not
Subcontractor's responsibility.
20. The Contractor shall make no demand for liquidated damages for delays in excess of the amount specified in the Contract Documents
and no liquidated damages may be assessed against Subcontractor for more than its proportionate share of the amount paid by the
Contractor for unexcused delays to the extent actually caused by Subcontractor.
21. Splices in reinforcing bars andlor construction joint dowels for Contractor's convenience shall be for Contractor's account. Also splices
required due to low overhead, power lines andlor deficiencies in hoisting equipment unless specifically shown on contract drawings at
that particular location shall be for Contractor's account.
22. LA Steel Services shall not be liable for repair of any damage caused by others outside the control of LA Steel Services. Approval for
pouring or embedment in concrete shall constitute acceptance by Contractor of that portion of work and shall terminate LA Steel
Services responsibility. Required remedial work, due to damage caused by others shall be for Contractor's account.
23. Cost of Ironworker show -up and/or stand-by time, scheduled by Contractor, when work is not ready shall be for Contractor's account.
24. Contractor shall furnish, without charge, templates/starter walls constructed with sufficient accuracy to support vertical reinforcing steel
within placing tolerances specified by Owner. Templates/Starter walls shall not be double formed before reinforcing steel is installed
unless prior approval has been granted.
25. Contractor shall furnish adequate parking for all IA Steel Services employees at no cost to LA Steel Services within three (3) standard
blocks of the jobsite. It Contractor does not provide this parking, Contractor will pay lA Steel Services for all parking related costs
including cost of vehicle parking, cost of shuttle services and travel time costs while employees are in transit unless specifically
included in Scope of Work/Price or by additive quote.
26. Contractor will provide full access to all areas of the project for at least one (1) LA Steel Services' Foreman truck to provide supplies
and accessories as needed for the project.
27. Ramps adequate to allow semi tractor -trailer deliveries of reinforcing to point of final placement shall be furnished by Contractor for all
work below grade and shall be maintained in place until all work below grade is complete. If above ramps are not provided, all cost for
equivalent service shall be for Contractor's account.
28. Contractor shall furnish adequate working heavy-duty OSHA scaffolding/platforms and windscreens as required from which welding,
mechanical coupling and placing of reinforcing steel can be safely performed.
29. Contractor shall provide and secure in place all supports in tunnels and shafts, which LA Steel Services may require for supporting
and placing steel.
30. Masonry steel to be F.O.B. trucks jobsite, with Contractor agreeing to accept all responsibility for any shortages and/or replacement
costs discovered twenty-four (24) hours subsequent to delivery. Unless shown otherwise on plan drawings, masonry vertical
reinforcing is to be furnished in one-piece, full height between stories of structure. If four -foot (4' 0") vertical lifts are required,
Contractor and/or Contractor's subcontractor to assume all costs for additional splices required. All horizontal reinforcing 45 and
smaller will be fumished in stock lengths plus corner bars.
31. Contractor shall furnish layout of dowels, which extend into masonry.
32. The subcontractor shall not be responsible for material replacement cost due to theft and or lost on job, when materials are scheduled
by contractor and not used promptly.
33. Contractor shall famish approved work drawings of the temporary support system for columns, wall cages andlor any assemblies
regardless of height, which the bid documents, may require. Contractor shall furnish and maintain adequate bracing, rigging, cables
and guys, set all dead men required to guy vertical reinforcing, and comply with the temporary system design (Rigging includes but is
not limited to chokers, shackles, spreader bars, etc....). Prior to hoisting support being removed, Contractor to inspect, approve
compliance with temporary support system plan, and accept work.
Accepted this day of 20
LA Steel Services
Contractor:
By: ;Zitd _ by.
Richard Rabay
Its: Vice President Its:
Title Title
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Query Criteria
Certification Types: DBE
Firm ID: 42683
Firm ID
42683
DBA Name
LA STEEL SERVICES, INC.
Firm Name
LA STEEL SERVICES, INC.
Address Line1
1760 CALIFORNIA AVENUE
Address Line2
City
CORONA
State
CA
Zip Code1
92881
Zip Code2
3397
Mailing Address
Line1
Mailing Address
Line2
Mailing City
Mailing State
Mailing Zip
Code1
Mailing Zip
Code2
Certification
DBE
Type
EMail
lee.albright@LAsteelservices.com
Contact Name
LEE ALBRIGHT
Area Code
951
Phone Number
393-2013
Extension
Alt Area Code
951
Alt Phone
751-5048
Number
Extension
Fax Area Code
Fax Phone
Number
Agency Name
LOS ANGELES COUNTY METRO TRANSPORTATION AUTHORITY (MTA)
Counties
15; 19; 30; 33; 36; 37; 42; 56;
Districts
05; 06; 07; 08; 11; 12;
DBE NAICS
238110; 238120;
ACDBE NAICS
Work Codes
C5100 CONCRETE STRUCTURE; C5201 REINFORCING STEEL;
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Trucks
Gender
Ethnicity
Firm Type
C50 Reinforcing Steel Contractor;
CAUCASIAN
DBE
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LAI
11;
o.
Attn: Estimator.
Date: 10/05/22
Job: Dune Palm Rd Bridge Improvement, Gi j of La Quinta
Item # Description Quari. Units
29 Catch Basin per COLA Std. 300 w/ LD (Sump
CB #1 • H=4.00'.- W=Too' (24" HDPE) '1.00 Em;
CB iV3 - H=3.52' - W=14,00' 24" HDPE) 1.00 a
CB #4 H=3 50' W=14 00' (24" HDPE% 1.00 '' Ea
Bid# 22-1 S5
CA .- .
AZ. LIC # ROC 253213
PHONE(951)3607-7531
FAX (951)360-7661
Price I Amount
30
Catch Basin per COLO Std.300 w/ Local Depression (Excludes Drywell
Sum
CB 0 - H=22.29' - W=T00' (24" X 24" HDP �=Y
Manhole No. 2 per RCFC Std. MH 252 f
MH #1 FI=12.65' (42" - 42" X 24" x 24" RCP)
24" SD Outletwl Debris Screen per Octal[ on Sheet 11
Sta.1277+94.40
42" SD Outlet wtirash Grate per Detail on 54bbt 21
Sta.1280+62.60
Concrete Collar. per RCFC Sid ;M$o3
Sta. 11 +48.11 (24" =24' 11b ]
SW. 10+54,05(18'-16PHDOE)
Sta. 10+20.00 {18"-f18" HQPE}
t
48" SD Outlet wfrrash°G.rate per Detail on Sheet 21
5ta_ 1279+45.10
1.00 -
1.00
1.00
1.00
1.00
1.00
1.00
3.00
1.00
1 a
Ea
Ea
Ea
Ea
Ea
Ea
Ea
Ea
12,610:00
$ 23.938,00
$ 11,609.00
$ 19,172-00
$ 2,153.00
$ 11,517.00
Total
$ 37.830.00
$ 23,938.40
$ 8,988.00
$ 11,809.00
S 19,172Ao
$ 13,459A0
$ 11,517.00
$ 119,513.00
31
33
34
35
118
Excludes:
Excavation, Backfill, Compaction, gfir� o, Removals, Survey, Testing, Permits, Rip Rap, Traffic Control Erosion Control
Dewatering, Stencils, Placardsf,%Wterproofing, Bonds, Fossil Filters, and Fencing.
Notes:
01. Must have 12' aloLss road to all structures:'''
02. Colored concrA not included unless ot6wise noted.
03. Concrete washout pits supplied by others.
04. This proposal is good for 30 days, if awarded after the 30 days price may need to be adjusted.
05. -Please add 2.5% if bond is required. To be paid in full. No retention held.
06. Bid is good for standard daytime work hours and does not include night-time or weekend work.
07. Concrete pumps are not included unless otherwise noted
08. Manhole shaft set with equipment provided by contractor.
09. Manhole set .5' below finish grade. Raised. to grade by others.
10. Concrete per COLQ standard 200.
11. Outlet structures poured monolithic.
12. Concrete is compliant with AB 219..
Contract:
This proposal is good for 30 days. If awarded after 30 days prices may need to be adjusted. Should this proposal be accepted, and if our
company muss: pursue the collection of monies due for work performed, we shall be entitled to recover our attorneys fees and court costs.
Proposal is made from Addendum 4 Did Schedule, based on Prevailing rates, and standard insurance (GL) of $ 5,000,000.
If this proposal results in a contract, please give us as much time (1 Week) as possible so we can schedule our crews to accommodate your needs.
"?lease accept this proposal for the work described above. If this is acceptable, please sign and fax back along
—with the legal information, your job number and / or a Purchase Order Number.
6157 Marlatt St. Mira Loma, CA 91752
SBE Certified // WBE Certified // DBE Certified // UDBE Certified
R. Dugan Construction, Inc. Ortiz Enteprises, Inc
d
w as'GOS_ Cordova Sign.
( 951 ) 360-7531 x 26 Date
W
6157 Marlatt St. Mira Loma, CA 91752
SBE Certified // WBE Certified // DBE Certified // UDBE Certified
Estimatin
From: Estimating <estimating@rduganconst.com>
Sent: Wednesday, October 5, 2022 9:58 AM
To: Estimating
Cc: Estimating
Subject: Quote for Dune Palm Rd. Bridge Improvement, City of La Quinta
Attachments: 22-195 Dune Palm Rd Bridge Improvement, City of La Quinta - Ortiz.pdf
Good morning,
Please see attached quote for this project. Let me know if you have any questions.
Best regards,
Marcos Cordova
5157 Marlatt St.
Mira Lama CA, 91752
Office (951) 360-7531 x26
R. Dugan Construction
esti m ati ne P rd uea nco nst.com
DBE/UDBEMBE/SBE
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Thu Oct 0610:00:16 PDT 2022
Query Criteria
Certification Types: DBE
Firm ID: 39828
Firm ID
39828
DBA Name
R. DUGAN CONSTRUCTION, INC.
Firm Name
R. DUGAN CONSTRUCTION, INC.
Address Line1
6157 MARLATT STREET
Address Line2
City
MIRA LOMA
State
CA
Zip Code1
91752
Zip Code2
Mailing Address
Line1
Mailing Address
Line2
Mailing City
Mailing State
Mailing Zip
Code1
Mailing Zip
Code2
Certification
DBE
Type
EMail
marlina@rduganconst.com; wendyd@rduganconst.com
Contact Name
WENDY RAE DUGAN
Area Code
951
Phone Number
360-7531
Extension
Alt Area Code
Alt Phone
Number
Extension
Fax Area Code
951
Fax Phone
360-7561
Number
Agency Name
DEPARTMENT OF TRANSPORTATION
01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12; 13; 14; 15; 16; 17; 18; 19; 20; 21; 22; 23; 24; 25; 26; 27;
Counties
29; 30; 31; 32; 33; 34; 35; 36; 37; 38; 39; 40; 41; 42; 43; 44; 45; 46; 47; 48; 49; 50; 51; 52; 53; 54; 55;
57; 58;
Districts
01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12;
DBE NAICS
237110; 238110;
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ACDBE NAICS
C5100 CONCRETE STRUCTURE; C5105 MINOR CONCRETE STRUCTURE; C8778 Construction
Work Codes
Management -Water and Sewer Line and Related Structure Construction;
Licenses A General Engineering Contractor;
Trucks
Gender F
Ethnicity CAUCASIAN
Firm Type DBE
2/2
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Universal Construction a
Engineering
77725 Enfield Lane, Ste. 210
Palm Desert, CA 92211
Name / Address
t3!.o£La Quinta - Dune Palms Bridge
Item No. I Description
Base Bid #1 Federal Participati
Is
6" Curb & Gutter
19
8" Median Curb
20
Concrete Sidewalk
21
Concrete Driveway Approach
22
Colored Stamped Concrete Median
23
Concrete Cross Gutter
24
8" Concrete Pavement i
27
Curb Ramp Case A
69
Minor Concrete - Colored & Stam
Base Bid # 2 Non Federal Part:
101
6" Curb & Gutter,fs'
102
8" Median Curb
103
Concrete Sidewalk
104
Concrete Driveway Approach
105
Colored Stamped Concrete Median
106
Curb Ramp Case A
Base Bid # 3 - CV Link
121 Concrete Trail
122 Curb Ramp Case B
133 Concrete Wedge Curb
L Estimate
OBE '7 / �O Date Estimate #
A 9/22/2022 j 2022-50
Due Date
9/27/2022
Qty. I U/M I Rate I Total
448
LF
41.00
18; i 68.00
581
LF
31.00
18,011.00
�48
SF
6.50
26,962.00
Z,0 4
SF
13.60
14,062.40
711
t"
11.00
7,821.00
1,412
SF
13.60
19,203.20
1,132
SF
15.40
17,432.8.0
1
EA
5,142.00
5,142.00
116
CY
891.00
103,356.00
230,358.40
347
LF
41.00
14,227.00
2,003
SF
31.00
64,883.00
4,909
SF
6.50
31,908.50
723
SF
13.60
9,832.80
1,360
SF
11.00
14,960.00
1
EA
5,142.00
5,142.00
140,953.30
13,360
SF
7.50
100,200.00
2
EA
3,900.00
7,800.00
288
LF
55.00
15,840.00
123,840.00
Total $495,151.70
Estimate Descri tion
o This bid includes all necessary labor, materials, and equipment
necessary to construct items described in the proposal.
® Estimate based on Prevailing Wages.
o Universal Construction and Engineering License
#1019619 A, C-8; DIR# 1000534892; DBE #44250.
® If you have any questions regarding this proposal or estimate
description, please contact Frank Kifer @ 760-404-8538
General Exclusions
® Traffic control, Engineering, Survey/Staking, Lab testing, Utility
relocation or protection, tree,trimming, Waterproofing, contact
with hazardous or toxic materials, wash out, PM10 or SWPPP,
sealing of joints, Replacement or repairing of work damaged by
others. No excavation, backfill, or grading, Fill Sand, 6 or 10 Mil
Plastic, Permits and Bonds, Cost of Construction Water, Sanitary
service, Clear and Grub/Tree Removal.
SpecialConditions:
® Prices are subject to award of all items on the proposal.
® This job will be bill as `Measured in place' per unit prices.
® Customer to sign proposal for acceptance and approval.
® This proposal includes Concrete as specified.
® No testing or special inspections.
® All concrete subgrade to be +/- .10
® Price good through 12/1/2023. Any concrete poured ,after
12/1/2023 will be subject to an additional material cost of $20.00
Cy.
® This Estimate includes 3 moves, additional moves will be at $
1,500.00 Ea.
10/6/22, 10:00 AM UCP Web Application - List
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Thu Oct 06 09:59:58 PDT 2022
Query Criteria
Certification Types: DBE
Firm ID: 44250
Firm ID
44250
DBA Name
UNIVERSAL CONSTRUCTION AND ENGINEERING
Firm Name
UNIVERSAL CONSTRUCTION AND ENGINEERING, INC.
Address Line1
81857 VILLA REALE DR
Address Line2
City
INDIO
State
CA
Zip Code1
92203
Zip Code2
Mailing Address
81857 VILLA REALE DR
Line1
Mailing Address
Line2
Mailing City
INDIO
Mailing State
CA
Mailing Zip
92203
Code1
Mailing Zip
Code2
Certification
DBE
Type
EMail
alfonso@universalconstructioneng.com
Contact Name
ALFONSO MONTES
Area Code
760
Phone Number
702-8548
Extension
Alt Area Code
760
Alt Phone
972-4711
Number
Extension
Fax Area Code
760
Fax Phone
792-4711
Number
Agency Name DEPARTMENT OF TRANSPORTATION
Counties 13; 33; 36; 37;
Districts 08; 11;
DBE NAICS 237310; 238110; 238910; 238990; 561730;
ACDBE NAICS
Work Codes C7301 CONCRETE CURB & SIDEWALK - MISC;
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Ethnicity
Firm Type
j
A General Engineering Contractor; C08 Concrete Contractor;
M
HISPANIC
DBE
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10/6122, 9:59 AM UCP Web Application - List
Skip to Main Content Back To Query Form (iicenseFnrm.htm).
Search Returned 1 Records
Thu Oct 06 09:59:29 PDT 2022
Query Criteria
Certification Types: DBE
Firm ID: 45752
Firm ID
45752
DBA Name
MEX ELECTRIC
Firm Name
MENDOZA BUSINESS ENTERPRISE INC. DBA MEX ELECTRIC
Address Line1
10989 KAY JAY STREET
Address Line2
City
RIVERSIDE
State
CA
Zip Code1
92503
Zip Code2
Mailing Address
Line1
Mailing Address
Line2
Mailing City
Mailing State
Mailing Zip
Code1
Mailing Zip
Code2
Certification
DBE
Type
EMail
estimating@mbemex.com
Contact Name
PETER MENDOZA
Area Code
951
Phone Number
427-2838
Extension
Alt Area Code
Alt Phone
Number
Extension
Fax Area Code
Fax Phone
Number
Agency Name
LOS ANGELES COUNTY METRO TRANSPORTATION AUTHORITY (MTA)
01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12; 13; 14; 15; 16; 17; 18; 19; 20; 21; 22; 23; 24; 25; 26; 27;
Counties
29; 30; 31; 32; 33; 34; 35; 36; 37; 38; 39; 40; 41; 42; 43; 44; 45; 46; 47; 48; 49; 50; 51; 52; 53; 54; 55;
57; 58;
Districts
01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12;
DBE NAICS
238210; 238990;
V2
https://ucp.dot.ca.gov/querySubmit.htm
10/6/22, 9:59 AM
UCP Web Application - List
ACDBE NAICS
C1201 TRAFFIC CONTROL SYSTEM; C8601 MAINTENANCE EXISTING TRAFFIC MGMT SYSTEI
ELEMENTS DURING CONSTRUCTION; C8602 SIGNAL & LIGHTING; C8603 SIGNAL; C8604
Work Codes LIGHTING; C8605 MESSAGE SIGNS, LIGHTING & SIGN ILLUMINATION; C8606 LIGHTING DESK
SERVICES; C8611 RAMP METERING SYSTEM; C9859 Commercial Electrical; E4910 ELECTRIC
SERVICES;
Licenses
C10 Electrical Contractor; C31 Construction Zone Traffic Control Contractor;
Trucks
Gender
M
Ethnicity
HISPANIC
Firm Type
DBE
2/2
https://ucp.dot.ca.gov/querySubmit.htm
QUOTE .Bridge
Rubber Bearing, LLC
Bid Date
09/26/2022
15467 State Hwy 64 W
State
CA _
Tyler, TX -75704
xf
County/City City of La Ctuinta®R
Phone # 903 500 2086
Project #
2011-05, BRNBIL(537) "' L L �" "
Fax # 903 ,222 3502
Description Dune Palms Road Bridge Improvements
krishna brid erubberbearin .cam
To
www.brid erubberbearin .com
All Bidders Quote#
P230
Item #
Qt_y FOB:BRB Descriptions
JUnit price
Sub total $ Remarks
1
20 Laminated Elastomeric Bearing pads with 10 Shims
$892 $17,840
5 x 16 x 16 TWL inches
2
20 Galvanized sheet metal
0.079 x 20 x 20
$108 $2,160
We are manufacturer of Bearing pads.
Our prqposa� eHgNe 1.00 % Mmiards DBE gqa
Price includes Shop drawing and inhouse testing:
Total Cost .$20,000
Bearing Pads will be manufactured as per CA DOT Sec: 51— Elastomeric Bearing Path
Materials will be as per Table 51-3.02
Material CR 55 DURO
Delivery : 2-3 weeks after .receiving approved drawing v► ww.brid erubberbearin .corn
131113 LLCs' terms and conditions attached and will be applicable for this quote.
Krishna Cell- 206 683 4865 R-2
Bridge Rubber Bearing, LLC dba RRR LLB
ur,iFFeu[rxnwrnrwdraor�s4f .
Krishnamoorthy Palaniappan
Bridge Rubber Bearing, LLC DBA BRB LLC
15467 State Hwy 64
Tyler, TX 75704
Subject: Disadvantaged Business Enterprise (DBE) Certification Approval
Dear Mr. Palaniappan:
April 22, 2022
File ##:51028
We are pleased to advise you that after careful review of your application and supporting documentation, the California
Department of Transportation (Caltrans) has determined thatyodrfirm meets eligibility standards to be. certified as a
Disadvantaged Business Enterprise (DBE) as required under the' U.S, Department of Transportation (U,S. DOT) Regulations 49
CFR Part 26. This certification is also recognized by all USDOT agencies of California:
Your firm will be listed in the California Unified Certification Program (CUCP) database of certified DBEs under the following
specific area(s) of expertise that you have identified on.the NAICS Codes form the Application Package:
CA WCC C8779: CONSTRUCTION RELATED - NOT LICENSED IN CALIFORNIA
NAICS 237310: HIGHWAY, STREET, AND BRIDGE CONSTRUCTION
NAICS 326291: RUBBER PRODUCT MANUFACTURING FOR MECHANICAL USE.
NAICS 332312' FABRICATED STRUCTURAL METAL MANUFACTURING
)ur DBE certification applies only for the above code(s). You may review your firm's information in the California Unified
,ertification Program's (CUCP) DBE database which can be accessed at the CUCP website at
https://californiaucp_dbesystem.coml. Any additions and revisions must be submitted to Caltrans for review and approval.
In order to assure continuing DBE status, you must submit an Annual Update Declaration form, along with supporting
documentation. Based on your annual submission that no change in ownership and control has occurred, or if changes have
occurred, they do not affect your firm's DBE standing, the DBE certification of your firm will continue until or unless it is
removed by our agency..
Also, should any changes occur that could afFectyour certification status prior to receipt of the Annual Update Declaration, such
as.changes in your firm's name, business/mailing address, ownership, management or control, or failure to meetthe applicable
business size standards or personal net worth standard, please notify us immediately. Failure to submit forms and/or change
of information will be deemed a failure to cooperate under Section 26.109. of the' Regulations.
Caltrans reserves the rightto withdraw this certlficatio.n if at anytime it is determined that it was knowingly obtained by false,
misleading, or incorrect information. DBE certification is subjectto review at any time. The firm thereby consents to the
examination of its books, records, and documents by Caltrans.
For information on California Department of Transportation (Caltrans) contracting opportunities, please visit our web site Office
of Civil Rights atWps:l/dai ca,gov programslprocurement and-andwith-Caltrans.
Congratulations, and thank you foryour interest in the DBE Program. / wish you every business success and look forward to
hearing from you if l may be of any assistance to you in this regard.
,_jincerely,
Curtis Williams
,OffiQe (thief Certifications Branch
r
Curtis Williams
Office Chief Certifications.Branch
B2Gnow
10/6/22, 10:12 AM
Certified Profile
Business & Contact Information
BUSINESS NAME Bridge Rubber Bearing, LLC, DBA BRB LLC
OWNER
Mr. Krishnamoorthy Palaniappan
ADDRESS
15467 State Hwy 64
Tyler, TX 75704 fmapj
PHONE
206-683-4865
FAX
903-222-3502
EMAIL
krishna@bridgerubberbearing.com
WEBSITE
http:// m.b.bridggrubberbearing.com
ETHNICITY
Asian -Pacific American
GENDER
Male
COUNTY
Smith (TX)
Certification Information
CERTIFYING AGENCY California Department of Transportation
CERTIFICATION TYPE DBE - Disadvantaged Business Enterprise
CERTIFIED BUSINESS DESCRIPTION Highway, Street, and Bridge Construction
Rubber Product Manufacturing for Mechanical Use
Fabricated Structural Metal Manufacturing
Commodity Codes
I Code
CA WCC C8779
NAICS 237310
NAICS 326291
NAICS 332312
Description
CONSTRUCTION RELATED - NOT LICENSED IN CALIFORNIA
Highway, Street, and Bridge Construction
Rubber Product Manufacturing for Mechanical Use
Fabricated Structural Metal Manufacturing
Additional Information
CLOSE WINDD1711f 0
Print
https://californiaucp.dbesystem.com
1/2
10/6/22, 10:12 AM
Certified Profile
B2Gnow
CLOSE WINDOW IN
CERTIFICATION NUMBER
2/2
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Triumph Geo-S nthecs Taco
Sales Contact: 1325 N. Blue Gum St. QVote
E: sales@triumphgeo.com Anaheim, CA 92806 Q-12903-1
888-775-7545
DBE/WBE #9076, UDBE,
SBE #16084, CPUC #12010014
Bid Date:
10/5/2022
Project Name:
Dune Palms Road Bridge Improvements Project
Project Location:
La Quinta CA
Project Zip Code:
92253
Project #:
Material Total
$15,459.58
BMP's
Sales Tax @ 8.7500 %
$1,352.71
Estimated freight at $600
Freight Cost Total Cost
$1,800.00 $18,612..29
BMP's '1 OTAL:
HDPE Pipe Estimated freight at $600
# Product Name QTY UOM Unit Price Total
36. 24" N12 F2648 WTIB Solid (Long Bell) 20', Part # 24650020DWL 240 LF 26.0745 $6,257.88
36A 24" DW HDPE 45* WT, (I-Miter/130), Part # 2497ANL65BB 1 Ea 685.4362 $685.44
HDPE Pipe TOTAL: $6,943.32
PVC Pipe Estimated freight at $600
# Product Name QTY UOM Unit Price Total
44 2"x20' PVC Sch 80 Conduit Solid Pipe 2,060 LF 3.5163 $7,243.58
47 4x20 PVC Schedule 40 Solid Pipe, White, Solvent Weld, Belled End 60 LF 5.8826 $352.96
PVC Pipe TOTAL: $7,596.54
1 "TGS is not responsible for delays, lack of product or increase of pricing due to causes beyond our control."
Items are quoted in full quoted quantities, single delivery only. Additional deliveries will have additional freight charges.
Page 1 of 3
Fuel charges may apply to freight cost.
Terms and Conditions are attached to this document. Alternatively, the Triumph Terms and Conditions can be accessed at www.triusuphgeo.com.
This quote will expire 30 days from the date of issue.
Signature:
Nance:
Date:
Page 2 of 3
evisavP CONDITIONS. hit MIMON't)n
All reference to SELLER is Triumph Geo-Synthetics, Inc. and affiliates of Triumph Geo-Synthetics, Inc. All refete�ce to BUYER shall include all subsidiaries and
affiliates placing the order.
BUYER shall issue to SELLER a signed sales order or a purchase order for the materials the BUYER is purchasing from Triumph. All quantities for the full execution
Of any project are Lire sole responsibility of the BUYER.
All sales to BUYER are subject to these Terms and Conditions, which shall prevail over any inconsistent terms of BUYER'S purchase order or other documents'
Additional or different terms and conditions in any way altering or modifying these Terms are expressly objected to and shall not be binding upon SELLER. BUYER'S
acceptance of any goods shipped by Triumph will constitute acceptance of Triumph Teams and Conditions. No modification or alteration of these Terms shall result by
SELLER'S shipment of goods following receipt of BUYER'S purchase order, or other documents containing additional, conflicting or inconsistent terms. There arm no
terms, conditions, understandings, or agreements other than those stated herein, and all prior proposals and nogouattons are merged herein. These Terms are binding as
the Parties, their successors, and permitted assigns.
The delivery date is only an esUrnate of when the product will be shipped and jor delivered. Every reasonable effort will be made to meet shipment or delivery date
stated, but Triumph assumes no liability for lass or damage due to delays or failure to meet any BUYER specified delivery date or quoted delivery date. Quoted price
for any product does not expressly include shipping; the cost shall be paid directly by the BUYER. All shipping quotes by common carrier are estimated. Any chaxgns
in excess of those quoted will be charged to the BUYER and are the sole responsibility of the BUYER. SEML'ER shall not be liable for delay or default in delivery
resulting from any cause beyond SELLER'S reasonable control, including, but not limited to, governmental action, strikes or other labor troubles, fire,
damage or destruction of goods, wars (declared or undeclared), acts of terrorism, manufacturers' shortages, availability or timeliness of transportation,
materials, fuels, or supplies, and acts of God (each a "Force Majeure Event"). Upon the occurrence of a Force Mayeure Event: (a) the time for SELLER'S
performance shall be extended reasonably and the Parties shall adjust all affected dates accordingly; (b) the purchase price shall be adjusted for any
increased costs to SELILM resulting from such Force Majeure Event; and (c) BUYER shall not be entitled to any other remedy.
When goods arc delivered to BUYER in SELLER'S own vehicles, the F.O.E. point shall be BUYER'S designated delivery site. in all other cases the F.O.B. point shall
be SELLER'S yaWwarehouse or manufacturer's yardlwarehouse and all responsibility and costs of shipping and delivery beyond the applicable P-O.B. point shall
be home by BUYER. Title and risk of lass shall pass to BUYER at the applicable P.O.B. point, which for goods not delivered in Seller's own vehicles shall be when
SELLER delivers the goods to the common carrier.
All claims for shortage of goods or for loss or damage to goods as to which SaLER has the risk of loss shalt be waived unless BUYER, within five (5) calendar days
after receipt of the short or damaged shipment, gives SELLER written notice fully describing the alleged shortage or damage. BUYER should have reptrsentadvm
accepting products sign for goods and note on the Bill of Lading any shortages or damaged goods. Partial shipments are permitted at SELLERS discretion with notice
to BUYER.
Warranties — Triumph Geo-Synthetics, Inc. is a reseller of goods only, and does not provide any warranty- SELLER shall Pass through to BUYER any transferable
manufacturer's standard warranties with respect to goods purchased hereunder. BUYER and persons claiming through BUYER shall seek recourse exelusivdy from
manufacturers in connection with any defects in or failures of goods, and this shall be the exclusive recourse of BUYER and persons claiming through buyer for
defective goods, whether the claim of BUYER or the person claiming through buyer shall sound in contract, tort, strict liability, pursuant to statute, or for negligence.
BUYER shall pass these terms to subsequent buyers and users of goods. SE;L.ER excludes and disclaims all other express and implied warranties, including, but mot
limited to, all implied warrande-s of merchantability and fitness for a particular purpose. SELLER assumes no responsibility whatsoever for SELLER'S interpretation
of plans or specifications provided by BUYER, and BUYER'S acceptance and use of goods supplied hereunder shall be premised on final approval by BUYER or by
BUYER'S reliance on architects, engineers, or other third parties rather than on SELLER'S interpretation. to the extent not prohibited by applicable law. in no event,
whether in contract, warranty, indemnity, tort (including, but not limited to, ttegtigenm), strict liability or otherwise. arising directly or indirectly out of the petformwe
or breach of these terms, shall SELLER be liable for _(a) any incidental, indirect, punitive, special, consequential or similar damages such as loss of use, lost profits,
attorneys' fees or delay damages, even if such damages were foreseeable or caused by SELLER'S breach of this agreement, (b) any claim that properly is a claim
against the manufacturer, or (c) any amount exceeding the amount paid to SELLER for goods furnished to BUYER which are the subject of such claim(s). All claims
must be brought within one year of accrual of a cause of action.
Any cbange in product specifications, quantities, destinations, shipping schedules, or any other aspect of the scope of goods must be. agreed to in writing by SELLER,
and may result in a price sad delivery adjustment by SELLER. No credit for goods rctumed by BUYER shall be given without SELLER'S written Return Material
Authorization (RMA). All returns are subject to a restocking charge of 25 % plus freight eharg% for both the delivery and the return.
Unless otherwise agreed in writing, payment terms are Net 30 from day of receipt of material. All orders are subject to SELLER'S continuing'approval of BUYER'S
credit. If BUYER'S credit is not approved or becomes unsatisfactory to SELLER then SELLER, in its sole discretion, may suspend or cancel performance, or roquM
different payment terms, including but not limited to cash on delivery or in advance of shipment. in addition, SELLER may in its discretion require an advance deposit
of up to 100% of SELLIER'S selling price for any specially manufactured goods ordered by BUYER hereunder- Payments due hereunder shall be made in the form of
cash, check, or money order, or other tender approved in writing by SELLER. SELLER may, in its sole discretion, apply BUYER'S payment against any open charges'
Past due accounts bear interest at the lesser of 1.5% per month or the maximum rate permitted by applicable law, continuing after S�.l' IMR obtain$ judgment against
BUYER. SELLER may exercise setoff or recoupment to apply to or satisfy BUYER'S outstanding debt. BUYER shall have no zrght of setoff hereunder, the same
being expressly waived hereby.
BUYER shall pay SELLER all costs and expenses of collection, suit, or other legal action brought as a result of the commercial relationship between them, including,
but not limited to, all actual attorneys' and paralegals' fees, and collection costs, incurred pre -suit, through trial, on appeal, and in any administrative or badauptcy
proceedings. Any cause of action that SELLER has against BUYER may be assigned without BUYER'S consent to SELLER.
BUYER shall indemnify, defend, and hold SELLER its officers, directors. employees and agents harmless from any and all costs (including attorneys' and accountants'
fees and expenses), liabilities and damages resulting from or related to any third party (including )BUYER'S employees) claim, complaint and/or judgment arising from
BUYER'S use of any goods furnished hereunder, as well as any negligent, intentional, or tortious act or omission of BUYER or any material breach by BUYER Of
these Terms.
Page 3 of 3
10/6122, 10:04 AM UCP Web Application - List
Skip to Main Content Back To QVery Form (IicenseForm.htm),
Search Returned 1 Records
Thu Oct 0610:04:39 PDT 2022
Query Criteria
Certification Types: DBE
Firm ID: 9076
Firm ID
9076
DBA Name
TRIUMPH GEO-SYNTHETICS, INC.
Firm Name
TRIUMPH GEO-SYNTHETICS, INC.
Address Line1
1325 N. BLUE GUM ST.
Address Line2
City
ANAHEIM
State
CA
Zip Code1
92806
Zip Code2
Mailing Address
1325 N BLUE GUM STREET
Line1
Mailing Address
Line2
Mailing City
ANAHEIM
Mailing State
CA
Mailing Zip
92806
Code1
Mailing Zip
Code2
Certification
DBE
Type
EMail
sales@triumphgeo.com; cmccaa@triumphgeo.com
Contact Name
CISSY MCCAA
Area Code
714
Phone Number
237-1550
Extension
Alt Area Code
Alt Phone
Number
Extension
Fax Area Code
714
Fax Phone
237-1549
Number
Agency Name
DEPARTMENT OF TRANSPORTATION
01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12; 13; 14; 15; 16; 17; 18; 19; 20; 21; 22; 23; 24; 25; 26; 27;
Counties
29; 30; 31; 32; 33; 34; 35; 36; 37; 38; 39; 40; 41; 42; 43; 44; 45; 46; 47; 48; 49; 50; 51; 52; 53; 54; 55;
57; 58;
Districts
01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12;
DBE NAICS
423390; 423510; 423850; 423990; 444190;
1/2
https://ucp.dot.ca.gov/querySubmit.htm
10/6122, 10:04 AM
UCP Web Application - List
ACDBE NAICS
C0612 SAFETY EQUIPMENT SUPPLIER; C0621 LANDSCAPING MATERIAL SUPPLIER; C0670 PI
Work Codes SUPPLIER; C0671 Draining Systems Supplier; C0672 Storm Water Systems Supplier; C0680 FENCI
SUPPLIER; F5088 TRANSPORTATION EQUIPMENT & SUPPLIES;
Licenses
Trucks
Gender F
Ethnicity CAUCASIAN
Firm Type DBE
2/2
https://ucp.dot.ca.gov/querySubmit.htm
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10/6/22, 10:08 AM UCP Web Application - List
Skip to Main Content Back To eery Fvrm tlicenseForm.htm).
Search Returned 1 Records
Thu Oct 06 10:08:00 PDT 2022
Query Criteria
Certification Types: DBE
Firm ID: 47431
Firm ID
47431
DBA Name
SWPPQUEEN, INC.
Firm Name
Address Line1
7202 GLORIA DR #25
Address Line2
City
SACRAMENTO
State
CA
Zip Code1
95831
Zip Code2
Mailing Address
Line1
Mailing Address
Line2
Mailing City
Mailing State
Mailing Zip
Code1
Mailing Zip
Code2
Certification
DBE
Type
Entail
ceo@swppqueen.com
Contact Name
LAURA ROBLES
Area Code
619
Phone Number
592-6825
Extension
Alt Area Code
Alt Phone
Number
Extension
Fax Area Code
Fax Phone
Number
Agency Name
DEPARTMENT OF TRANSPORTATION
Counties
34;
Districts
03;
DBE NAICS
541620; 561730;
ACDBE NAICS
Work Codes
C2030 EROSION CONTROL; C8713 CONSULTANT, ENVIRONMENTAL; C8852 SWPPP Planning;
112
https://ucp.dot.ca.gov/querySubmit.htm
10/6/22, 10:08 AM
UCP Web Application - List
Licenses
D64 Nonspecialized;
Trucks
Gender
F
Ethnicity
HISPANIC
Firm Type
DBE
2/2
https://ucp.dot.ca.gov/querySubmit.htm
Local Assistance Procedures Manual Exhibit 15-G
Construction Contract DBE Commitment
EXHIBIT 15-H: Proposer/Contractor Good Faith Efforts
Federal -aid Project No. BRNBIL (537)_ _Bid Opening Date
The City of La Quinta established a Disadvantaged Business Enterprise (DBE) goal of 21 %
for this contract. The information provided herein shows the required good faith efforts to
meet or exceed the DBE contract goal.
Proposers or bidders submit the following information to document their good faith efforts
within five (5) calendar days from bid opening. Proposers and bidders are recommended to
submit the following information even if the Exhibit 10-01: Consultant Proposal DBE
Commitments or Exhibit 15-G: Construction Contract DBE Commitment indicate that the
proposer or the bidder has met the DBE goal. This form protects the proposer's or the
bidder's eligibility for award of the contract if the administering agency determines that the
bidder failed to meet the goal for various reasons, e.g., a DBE firm was not certified at bid
opening, or the bidder made a mathematical error.
The following items are listed in the Section entitled "Submission of DBE Commitment" of
the Special Provisions, please attach additional sheets as needed:
A. The names and dates of each publication in which a request for DBE participation for
this project was placed by the bidder (please attach copies of advertisements or proofs
of publication):
Publications Dates of Advertisement
Construction ul2date 9/15/2022 9/22/2022
Minori Bidders Bulletin 9/12/2022 9/19/2022 9/26/2022
Contractors Estimate Focus 918/22 to bid date
B. The names and dates of written notices sent to certified DBEs soliciting bids for this
project and the dates and methods used for following up initial solicitations to
determine with certainty whether the D13Es were interested (please attach copies of
solicitations, telephone records, fax confirmations, etc.):
Names of DBEs Solicited Date of Initial Follow Up Methods and Dates
Solicitation
Please see "Solicitation" Tab
Federal Requirements Forms for Federal -Aid Construction Projects 1270-11
Exhibit 15-H DBE Information - Good Faith Efforts
Local Assistance Procedures Manual
Exhibit 15-G
Construction Contract DBE Commitment
C. The items of work made available to DBE firms including those unbundled contract
work items into economically feasible units to facilitate DBE participation. It is the
bidder's responsiblitiy to demonstrate that sufficient work to facilitate DBE
participation in order to meet or exceed the DBE contract goal.
Items of Work Bidder Normally Breakdown of Amount Percentage
Performs Item Items M Of
(Y/N) Contract
Please see "Item of Work" tab
D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the
bidder's rejection of the DBEs, the firms selected for that work (please attach copies
of quotes from the firms involved), and the price difference for each DBE if the selected
firm is not a DBE:
Names, addresses and phone numbers of rejected DBEs and the reasons for the
bidder's rejection of the DBEs:
Please see "Dbe Ouotes" tab —
Names, addresses and phone numbers of firms selected for the work above:
E. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs
in obtaining information related to the plans, specifications and requirements
for the work which was provided to DBEs:
INFORMATION FOR ASSISTANCE WITH BONDING LINES OF CREDIT ET. WE WILL
HELP WITH BOND PREMIUM, OUR LETTERS AND ADS PROVIDED INFORMATION OBTAINING
Federal Requirements Forms for Federal -Aid Construction Projects 1270-12
Exhibit 15-H DBE Information - Good Faith Efforts
Local Assistance Procedures Manual
Exhibit 15-G
Construction Contract DBE Commitment
F. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in
obtaining bonding, lines of credit or insurance, necessary equipment, supplies,
materials or related assistance or services, excluding supplies and equipment the DBE
subcontractor purchases or leases from the prime contractor or its affiliate:
See "E"
G. The names of agencies, organizations or groups contacted to provide assistance in
contacting, recruiting and using DBE firms (please attach copies of requests to
agencies and any responses received, i.e., lists, Internet page download, etc.):
Name of Agency/Organization Method/Date of Contact Results
American Indian Chamber of Commerce of CA 9/8/2022 email
delievered
Asian Business Ass 9/8/2022 email delievered
Asian Business Ass of CA 9/8/2022 email delievered
Chinese American Construction Prof 9/8/2022 email delievered
Fli ino American Societ Of Architects and Engineers 9/8/2022 email delievered
Greater LA African American Chamber of Commerce OC, AGC, National Ass of Minority see attached
H. Any additional data to support a demonstration of good faith efforts:
WE HAVE P U RCH AS ED AND MAINTAIN ED AN f TP S IT E WH E RE SUBS BL
TO UPLOAD/VIEW PLANS AT THEIR CONVENIENCE. THEY CAN ALSO REACH OUT
TO US BY MESSAGE OR PHONE. ORTIZ ALSO MADE THE EFFORTS TO GO TO
ATTACHED
Federal Requirements Forms for Federal -Aid Construction Projects
Exhibit 15-H DBE Information - Good Faith Efforts
1270-13