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Ortiz Ent. D - DBE Quotes
Ortiz Enterprises Inc. DBE Good Faith Effort Documentation Bidders Name: Ortiz Enterprises Inc. Contract No.: Dune Palms Road Bridge Items of Work Provided Plans / Specifications for Work Offered Yes / No Name of Firm Selected DBE or Non -DBE Name of Rejected Firm Quote Price Difference 1, 77-90 X Yes No SRK Engineering X DBE Non -DBE $ 1,121,227.00 Yes No DBE Non -DBE $ Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ Notes: DBE selected 25,26,28,33,34,68,71,72,73 X Yes No Integrity Steel DBE X Non -DBE $1,943,250 X Yes No X DBE Non -DBE LA Steel $ 2,288,515.00 $ 345,265.00 X Yes No X DBE Nan -DBE DRS $ 2,323,461.00 $ 380,211.00 X Yes No X DBE Non -DBE Marvela Steel $ 2,596,975.00 $ 653,725.00 Notes: DBE resteel subs price difference was too excesive to utilize, instead Ortiz decided to spend $100,000 to utilize partial DBE participation through 2nd tier sub LA Steel " 47,49,51-54,56,109,111,112,113,114,132 X Yes No Griffith Landscaping DBE X Non -DBE $ 140,786.00 X Yes No X DBE Non -DBE Diversified Landscape $ 226,727.00 $ ;y i,. 85,941.00 Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ Notes: Price difference too significant to utilize 29-31,33-35,118 X Yes No R Dugan X DBE Non -DBE $ 119,513.00 Yes No DBE Non -DBE $ Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Notes: DBE selected 18-24,27,69,101-106,122,133 X Yes No Universal Construction X DBE Non -DBE $ 392,272.00 Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ Yes No DBE Non -DBE $ - Notes: DBE selected Page 1 Ortiz Enterprises Inc. Bidders Name: Ortiz Enterprises Inc. Contract No.: Dune Palms Road Bridge DBE Good Faith Effort Documentation Items of Work Provided Plans / Specifications for Work Offered Yes / No 'Name of Firm Selected DBE or Non -DBE Name of Rejected Firm Quote Price Difference 1,42,44,45,50,75,76,125,129-131,138-145 X Yes No Mendoza Business Enterprise X DBE Non -DBE $ 1,045,777.00 Yes No DBE Non -DBE $ Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ Notes: DBE selected 67 partial X Yes No Bridge Rubber Bearing X DBE Non -DBE $ 20,000.00 Yes No DBE Nan -DBE $ - Yes No DBE Non -DBE $ Yes No DBE Non -DBE $ - Notes: DBE selected Fence Supplies X Yes No Triumph Geo-Synthetics X DBE Non -DBE $ 18,612.00 Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Notes: DBE selected SWPP Reporting X Yes No SWPP Queen X DBE Non -DBE $ 10,275.00 Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Notes: DBE selected 37-40,43,74,123,124 X Yes No 'Trinity Fence DBE X Non -DBE 986,713.00 X Yes No X DBE Non -DBE Alcorn Fence $ 1,248,274.00 $ ! ;- . 261,561.00 Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Note: Price difference too significant to utilize Page 2 I � y Ortiz Enterprises Inc. Bidders Name: Ortiz Enterprises Inc. Contract No.: Dune Palms Road Bridge DBE Good Faith Effort Documentation Items of Work Provided Plans / Specifications for Work Offered Yes / No Name of Firm Selected DBE or Non -DBE Name of Rejected Firm Quote Price Difference 1, 61,62 X Yes No Foundation Pile DBE X Non -DBE $ 1,295,830.00 X Yes No X DBE Non -DBE Geo-Structural $ 1,719,480.00 $ 423,650.00 X Yes No X DBE Non -DBE Mahaffey $ 1,905,420.00 $ 609,590.00 Yes No DBE Non -DBE $ - Note: Price difference too significant to utilize X Yes No DBE Non -DBE Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Note: X Yes No DBE Non -DBE Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Note: X Yes No DBE Non -DBE Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Note: X Yes No DBE Non -DBE Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Yes No DBE Non -DBE $ - Note: Page 3 , 0aft1-Aewe_,,—A 1, 113156 I�1 SRICENGINEERING October 5th, 2022 General Contractor Project: City of La Quinta - Dune Palms Road Bridge DBE Water and Sewer Proposal DIR 1 1000045353., License 1:1017836 DBE 142597 ri- SRK Engineering (SRK) proposes to provide labor, material, and equipment to complete the water and sewer bid items as indicated below. SRK Engineering is providing this proposal based on plans, specifications, addendums (4) and clarifications (A and B) per reference documents provided. SRK Engineering is a Disadvantaged/Woman Owned/Small Busir(iess Enterprise, signatory to the Operating Engineers and Laborer Unions. Please see below for pricing breakdown and scope details. Bidltem Bid Description QTY Units Unit Price Total 1 Mobilization 1 LS $ 63,000.00 $ 63,000.00 77 Remove Sewer Manhole 3 EA $ 5,800.00 $ 17,400.00 78 Remove Pipe 201 LF $ 66.00 $ 13,266.00 79 1 Reconstruct Sewer Ma4ole 7.4 LF $ 1,500.00 $ 11,100.00 80 48" Sewer Manhole,'-" 4 EA $ 21,500.00 $ 86,000.00 81 12" PVC Sewer Noe 49 LF $ 450.00 $ 22,050.00 82 18" PVC Sewer Pipe 166 LF $ 390.00 $ 64,740.00 83 Remove Structural Encasement 43 LF $ 252.00 $ 10,836.00 84 Remov'36" Steel Sleeve 73 LF $ 75.00 $ 5,475.00 85 Structural Encasement 50 LF $ 325.00 $ 16,250.00 86 Sewer 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 88 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 4 r '=' DIR 11000045353 SR�CENGINEERING License 1 1017836 y 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 Enzineering: 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 I Escondido I CA 192029 Phone 760-294-4012 1 Fax 760-560-1634 SMENGINEERING DIR 1 1000045353 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 ikirkpatrick@)srkeng.com or 760-443-6087 if you have any questions. Sincerely, Sherry Rebueno Kirkpatrick, PE AteA President SRK Engineering 2615 Auto Park Way I Escondido I CA 192029 Phone 760-294-4012 1 Fax 760-560-1634 10/6/22, 9:13 AM UCP Web Application - List Skip to Main Content Back To Query Form (IicenseForm.htm) 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; 541 E DBE NAICS 541990; ACDBE NAICS https://ucp.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 Work Codes Construction; C8778 Construction Management - Water and Sewer Line and Related Structure Construction; C3862 Aerial/Photogrammetric 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:Hucp.dot.ca.gov/querySubmit.htm 2/2 www.integrityrebarplacers.com RNRIT REBAR PLACERS ESTIMATE # 9202R2 PROJECT NAME: PROJECT LOCATION 1345 Nandina Ave, Perris, CA 92571 Phone:.951..696.4843 Fax:951.943..7772 Contractor's License## 533729 DIR:1000005302 MBE: SC07357 BID/OFFER FORM DUNE PALMS ROAD BRIDGE IMPROVEMENT PROJECT NO: 2011-05 CITY OF LA QUINTA BID DATE: 10/05/22 BID TIME: 2:00 PM ATTN: ESTIMATING Integrity Rebar Placers is pleased to submit the following offer/agreement 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 ITEM DESCRIPTION QUANTITY UNIT PRICE TOTALS #025 TYPE 1A RETG WALL 1.829 SF 21.8534 $39,969.82 #026 CONG SLOPE PROTECTION 1,215 CY 74.3705 $90,360.14 #028 6' TALL MASONRY BLOCK WALL FTG 300 LF 22.0938 $6,628.13 #033 24" STORM DRAIN OUTLET 1 EA 915.3366 $915.34 #034 42" STORM DRAIN OUTLET 1 EA 1,669.3896 $1,669.39 #068 F STR CONC. APPR SLAB TYPE N 30 206 CY 372.7075 $76,777.75 #071 F BAR REINF STEEL BRIDGE 1,191,536 LB 1.2813 $1,526,757.05 #072 F BAR REINF STEEL RET'G WALL #3 & #4) 11,881 LB 1.8010 $21,397.54 #073 CONC BARRIER TYPE 732 SW MOD) 968 LF 76.0417 $73,608.33 #107 6' TALL MASONRY BLOCK WALL 60 LF 26.8393 $1,610.36 #117 `CONC SLOPE PROTECTION 805 CY 74.4338 $59,919.21 #118 18" STORM DRAIN OUTLET 1 EA 1,338.2040 $1,338.20 #137 F BAR REINF STEEL (RET'G WALL #1 & #2) 20,001 LB 2.1148 $42,298.90 TOTAL $1,943,250.16 EXCLUDES ALL OTHER BID ITEMS AND WORK NOT LISTED OPTIONAL DBE CREDIT FOR $1,000,000 LABOR/MATERIAL PERFORMED BY 1180 Olympic Drive, Suite 108 Corona, CA 92881-3397 CA License # 998917 LA STEEL 951-393-2013 - s E R V I C E 6 a r.rabay@lasteelsmices.com OPTIONAL ADD $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 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 (5) day, forty (40) hour work week (all 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 pourjoints, 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 of more than forty-five (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 truck jobsite. Includes one splice in CIDH to be spliced on site. PLANS AND SPECIFICATIONS: Specifications: SSPWC & CALTRANS 2018 Plans/Drawings: (08/15/22) 85 SHTS PER TITLE SHT 1 ADDENDUMS: (09/15/22) ADM#1, (09/20/22) ADM#2, (09/21/22) ADM#3 Architect/Engineer: CIVIL: HEPTAGON SEVEN BRIDGE: BENGAL ENGINEERING SCOPE OF WORK EXCLUSIONS 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. 8. Cutting, burning, cleaning, straightening and/or bending of existing steel and/or improperly placed drill and grout/bond dowels. 2 REV. 08/24/2022 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 Contractor's 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 fully or partially 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 directly to 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. 08/24/2022 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 Reber 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. C. Racks, Ramps, Ladders, Cal-Osha approved Heavy Duty scaffolding (per sections 1926 subpart L App. A & E). 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 and/or hoisted/lowered. 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 project 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 Contractor 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 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 Integrity Rebar Placers is required by the Contractor to perform change order/extra 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 written/executed 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 parties 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 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 Integrity Rebar Placers standard rates for overtime, weekend, or holiday work. Integrity Rebar Placers standard rates are per Caltrans 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 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 Integrity Rebar Placers or anyone 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 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. 3. Workers Compensation: 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 proportionate 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 deadmen 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' 0") vertical lifts are required, Contractor and/or Contractor's subcontractor to assume all costs for additional splices required. All 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 Its: Controller Title Contractor: by: Its: Title REV. 08/24/2022 LA STEEL S E R V 1 C E S CONTRACTOR: ATTENTION PROJECT NAME: LOCATION: 1180 Olympic Dr. Ste. 108, Corona, CA 92881 Phone:951-393-2016 Fax: 951-370-1390 Contractor's License #998917 EIN # 47-3081534 J DIR # 1000391496 G/U BID/OFFERIle Bidding Contractors Estimating Dune Palms Road Bridge Improvements 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 91796624; is pleased to submit the following offer/agreement 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 Practice. This offer represents the full 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 jobsite 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 WORK/PRICE - IRP LASS Pricinx 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 28 6' (Tall) Masonry Block Wall (D) - Installed with masonry steel provided FOB trucks iobsite for unloading and placing by others. 300 LF TBD TBD 33 24" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and placing by others. 1 EA TBD TBD 34 42" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and placing by others. 1 EA TBD TBD 68 Structural Concrete, Approach Slab (Type N 30) - Installed 206 CY TBD TBD 71(F) Bar Reinforcing Steel(Bridge) - Installed 1,191,536LB TBD TBD 72(F) Bar Reinforcing Steel (Ret Wall) (D) - Installed 11,881 LB TBD TBD 73 Concrete Barrier (Type 732 SW Mod) - Installed 968 LF TBD TBD 85 Structural Encasement - FOB trucks jobsite for unloading and placing by others. 50 LF TBD TBD 107 6' (Tall) Masonry Block Wall (D) - Installed with masonry steel provided FOB trucks jobsite for unloading and placing by others. 60 LF TBD TBD 117 Concrete Slope Protection (D) - Installed 790 CY TBD TBD 118 137 18" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and placing by others. 1 EA TBD TBD TBD Bar Reinforcing Steel (Ret Wall) (D) - Installed 20,001 LB TBD Not to exceed or up to $1,000,000 of material and labor TOTAL-1 $ 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 hook 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 hoisting/lowering for F.O.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: Pricing based on our ability to negotiate acceptable contract/payment terms. 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 setting operation are excluded. Payment and Performance Bonds excluded. Night work is excluded except by additive quote. Special order bars will be required, ample lead time for #14 bar will be required, subject to mill rolling dates. 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. Due to current mill shortages in the rebar market, contractor must allow ample time for scheduling of orders. 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 11. 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 permits 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 Jobsite 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 billings within ten days (10) 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 Subcontractors 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. Final 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 Subcontractors 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 order/extra work, said extra work must be authorized in writing by Contractors Field Management personnel having apparent authority to authorize such extra work or an officer of the Contractor. Such written/executed 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 Contractors 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 Liability: 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 Compensation: 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 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. , 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 Subcontractors 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 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. 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 LA Steel Services employees at no cost to LA Steel Services within three (3) standard blocks of the jobsite. If 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 #5 and smaller will be furnished 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 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 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 120 LA Steel Services Contractor: By:. Ratald Ra,f aq by: Richard Rabay Its: Vice President Its: Title Title 10/6/22, 10:04 AM UCP Web Application - List Skip to Main Content Back To Query Form (I ice nseForm. htm), Search Returned 1 Records Thu Oct 0610:04:03 PDT 2022 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; https://ucp.dot.ca.gov/querySubmit.htm 1 /2 10/6/22. 10:04 AM UCP Web Application - List Licenses Trucks Gender Ethnicity Firm Type C50 Reinforcing Steel Contractor; CAUCASIAN DBE https://ucp,dot.ca.gov/querySubmit.htm 2/2 NC6,eA P., 7Yj1 515 LA STEEL 5 E R V I C E S -- BID/OFFER 1180 Olympic Dr. Ste. 108, Corona, CA 92881 Phone: 951-393-2016 Fax: 951-370-1390 Contractor's License #998917 EIN # 47-3081534 DIR #.1000391496 CONTRACTOR: Bidding Contractors BID DATE: 10-04-22 ATTENTION: Estimating BID TIME: 2:00 PM PROJECT NAME: Dune Palms Road Bridge Improvements ESTIMATE #: E22-065R1 LOCATION: La Quinta LA Steel Services, Inc. DBE Certified CUCP No.42683• SBE Certified Metro File #E6818 & MWD Net Connect) #372820: SB Certified DGS #1796.624; is pleased, to submit the following offer/agreement 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 Practice. This offer represents the full 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: 52 Reinforcement Addendum: # 1-4 Plans/Drawings: 85,Pages, Dated 08-15-22 Architect/Engineer: Heptagon Seven PRICING CONDITIONS: • Prices, as quilted, will remain firm for fourteen (14) calendar days, after which time LA Steel Services reserves the right to revige 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 jobsite 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 WORK/PRICE LASS Pricing is for the specific items listed below only! Avy other wv irk- 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 $ 30.6452 $ 56,050.00 26 Concrete Slope Protection (D) - Installed 1,195 CY $ 85.8577 $ 102,600.00 28 6' (Tall) Masonry Block Wall (D)- Installed with masonrysteel provided FOB trucks'obsite for unloading and placing by others. 300 LF $ 36.8333 $ 11,050.00 33 24" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and placing by others. 1 EA $ 500.0000 $ 500.00 34 42" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and placing by others. 1 EA $ 800.0000 $ 800.00 68 .Structural Concrete, Approach Slab (T e N 30) - Installed 206 CY $ 425.7282 $ 87,700.00 71(F) Bar Reinforcing Steel Bridge) - Installed 1,191,536 LB $ 1.4939 $ 1,780,000.00 72 F Bar Reinforcing Steel Ret Wall D - Installed 11,881 LB $ 2.0621 $ 24,500.00 73 Concrete Barrier (Tyee 732 SW Mod - Installed 968 LF $ 84.0909 $ 81,400.00 85 Structural Encasement- FOB trucks jobsite for unloading and placing by others. 50 LF $ 10.0000 $ 500.00 107 6' (Tall) Masonry Block Wall (D) - Installed with masonry steel provided FOB trucks jobsite for unloading and placing by others. 60 LF $ 45.0000 $ 2,700.00 117 Concrete Slope Protection (D) - Installed 790 CY $ 88.8608 $ 70,200.00 118 18" Storm Drain Outlet w/Grate - FOB trucks jobsite for unloading and placing by others. 1 EA $ 500.0000 $ 500.00 137 Bar Reinforcing Steel (Ret Wall) (D) - Installed 20,001 LB $ 2.3499 $ 47,000.00 TOTAL $ 2,265,500.00 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 hook 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 hoisting/lowering for F.O.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 setting operation 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 permits 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 Jobsite 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. permitting/directing performance, or signing and returning this offer. 3 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 billings within ten days (10) 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. Final 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 order/extra 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 written/executed 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 Liability: 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. Compensation: 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. 17. Subcontractor shall be provided a mutually approved construction schedule providing a reasonable time in which to make delivery of 4 submittals, materials and/or labor to commence and complete the performance of the Subcontract. 18. 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. 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 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. 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 worts 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 LA Steel Services employees at no cost to LA Steel Services within three (3) standard blocks of the jobsite. If 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 #5 and smaller will be furnished 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 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 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: RWI a R46V by: Richard Rabay Its: Vice President Its: Title Title Estimating From: j.goss@lasteelservices.com Sent: Wednesday, October 5, 2022 1:08 PM To: Estimating Subject: RE: Dune Palms Road Bridge Improvements - Proposal Attachments: E22-065R1 - Dune Palms Road Bridge Improvements Bid Offer Form 10.16.19.pdf Hello, Please see attached revised. Thank you, Jacob Goss LA Steel Services 951-393-2016 From: j.goss@lasteelservices.com <J.Goss@LASteelServices.com> Sent: Wednesday, October 5, 2022 12:10 PM To: 'Estimating' <estimating@ortizent.com> Subject: Dune Palms Road Bridge Improvements - Proposal Estimating, Please see our DBE/SBE reinforcing steel proposal for Dune Palms Road Bridge Improvements. Thank you, Jacob Goss LA STEEL SERVICES, Inc. O: 951-393-2016 F: 951-370-1390 1180 Olympic Dr, Suite 108 Corona, CA 92881-3397 CONFIDENTIALITY NOTICE This message and any attachments are intended only for the use of the addressee and may contain information that is privileged and confidential. If the reader of the message is not the intended recipient or an authorized representative of the intended recipient, you are hereby notified that any dissemination of this communication is strictly prohibited. If you have received this communication in error, notify the sender immediately by return email and delete the message and any attachments from your system. KttSAK INC:. Bid Proposal Form License 4981885 DBE15BEZMBE Certified CUCP#43947 DIR Registration ##1000048191 Bid Date: 10/05/2022 Project Name: DUNE PALMS ROAD BRIDGE IMPROVEMENTS PROJECT ITEM DESCRIPTION QTY. UNIT UNIT PRICE APPROX. TOTA 25 Type 1A Retaining Wall 27,000 72,000 300 LB $1.3824 $37,323.77 26 Concrete Slope Protection (D) LB LF $1.6301 $29.6367 $117,364.06 $8,891.02 28 6' (Tall) Masonry Block Wall (D) 38 Metal Gate Assembly (CIDM Foundations) 2 EA $189.0591 $378.12 68 Structural Concrete, Approach Slab.ItType N 30) 79,000 LB $1.1429 $90,286.43 71 Bar Reinforcing Steel (Bridge) Reinforcing Steel (Bridge) (F) 1,191,536 LB $1.5479 $1,844,357.89 72 Bar Reinforcing Steel (Ret Wall#� &4) (D) (F) 11,881 LB $1.9914 $23,660.18 73 Concrete Barrier '` [Type 732 5W 968 LF $53.2646 $51,560.12 107 6' (Tall) Masonry Block W41('(D) 60 45,000 LF LB $33.4014 $1.6180 $2,004.08 $72,807.84 117 Concrete Slope Protection (D) _1371 Bar Reinforcing Steel (Igt Wall #1 & 2) (D) 20001 LB $2.6094 $52,189.78 SPECIAL NOTES: APPROXIMATE TOTAL: 2 300 823.29 Price quoted shall remain firm for (60) days from date above, after which DRS Rebar Inc reserves the right to revise this quote. Materials shipped and/or installed after 04/30/2025 will be subject to an escalation charge. Quote includes 41 deliveries. Additional deliveries shall be subject to charges. Scope of Work Exclusions 1. All testing and inspection and/or any related costs thereof other than mill test reports. (Rebar, mechanical coupler, and/or welded hoop test bar samples to be provided F.O.B. trucks jobsite). 2. Supplying, installing, and/or maintaining any form of rebar cap or safety device on installed reinforcing steel or stored reinforcing steel. (Per OSHA Standards). 3. Cost of pour watchman. 4. Smooth Bar and bars with Threads. 5. All permits (except hauling) and licenses, other than city/county business licenses and State Contractor's License, required for the work. 6. Cutting, burning, cleaning, straightening and/or bending of existing steel, bars protruding from precast structures, and/or improperly placed drill and grout/bond dowels. 7. Drilling, coring, grouting, dry packing and the placing of bars into and/or through drilled holes. 8. Cost of Bonds. 9. Metal tags and/or original mill tags. 10. Any or all reinforcing steel, and/or wire mesh not shown on drawings unless specifically included in Scope of Work. 11. Rebar placing drawings prepared, reviewed, signed, sealed or stamped by a licensed engineer. 12. All welding. 13. Breakout dowels, formsavers, couplers, etc. and/or installation of the same. 14. Prestressing and/or prestressing material. (including but not limited to any additional reinforcing steel required by any prestressing/post tensioning system. 15. Masonry steel, other than deformed rebar. 16. Added reinforcing in precast work for lifting stresses or pick-up devices. 17. Reworking of any reinforcing steel and/or cables extending from precast piles. 18. Protection of exposed steel for future construction. 19. Installation of steel pile anchor dowels. 20. Rigging and/or setting of prefabricated approach slab mats. 21. Field bending of rebar for contractor's convenience 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 stored in locations designated by Contractor, shall be for Contractor's account. 23. Traffic control (lane closures, barricades, flagmen, signs, lights, etc.). 24. Any reinforcing referred to as "Spec. Steel", "Allowance", and/or "As directed by Engineer" other than by additive quote. Accessories, wire mesh and/or mechanical couplers will not be included in this type of additive quote. 25. Drilling, coring, and or any excavation involved in the permanent and or temporary placement of Cast -In -Drilled -Hole Rebar cages. 26. The rigging, "setting", splicing, supporting, and or bracing of Cast -In -Drilled -Hole Rebar cages. (Cages to be tied and stock -piled) 27. Coating of exposed existing rebar with Epoxy Coating. 28. Additional Insurance Requirements in excess of what is required by Owner of Project for Subcontractors. 29. Furnishing Reinforcing Steel or Welded Wire Mesh for Contractor or others except for Bid Items listed as "FOB". 30. Any training, orientation, meetings, or any other nonproductive function which DRS Rebar employees are entitled to monetary compensation. General Conditions 1. The Contractor shall furnish design information and construction schedules in sufficient time to allow for preparation and approval of submittals (if required). 2. Contractor's acceptance of all the terms and conditions of this Bid/Offer shall be conclusively evidenced by Contractor listing, permitting/directing performance, or signing and returning this offer. 3. The Contractor shall furnish, without charge, suitable equipment fully operated for hoisting/lowering rebar and accessories, including unloading trucks, staging of rebar and accessories to points of installation, setting of columns, wall cages and/or any other pre -tied assemblies and including any power placing of individual bars that Subcontractor may require. 4. All layout lines, grades, and templates, racks and or/bracing shall be provided by Contractor without charge. 5. Full access to all working areas for material, equipment, and manpower. 6. Adequate lighting and ventilation as required. Ventilation shall be defined as air that is breathable and free of contaminates produced by contractor and/or other trades. (i.e. sandblasting in close proximity to Subcontractor's "working area", dust being produced by heavy machinery, etc.) 7. The contractor shall provide level space for delivery, assembly and storage of steel, accessible to tractor -semi -trailer deliveries adjacent to jobsite location where steel is to be used and/or hoisted/lowered. 8. Retention shall be paid in full within 30 days of Final Progress Payment and completion of work Subcontractor was contracted to perform. No retention shall be withheld on F.O.B. if approved by owner. 9. No back charges or claims of the Contractor for services provided shall be valid except by an agreement in writing. 10. Field labor is to be performed during Subcontractor's regular working hours, eight hours per day, Monday — Friday with the exclusion of Union Holidays (Holidays observed by the Ironworkers' Union). All other labor shall be charged accordingly. (Overtime, weekend, or Holiday rates). Night work is excluded except by additive quote. 11. Subcontractor shall not be required to continue performance if, after Contractor has received payment for the properly performed work of Subcontractor, timely payments are not made to Subcontractor. 12. Cost of Subcontractor show -up and/or stand-by time, scheduled by the Contractor, when work is not ready shall be for Contractor's account. A sufficient amount of work area must be ready and available for at least eight (8) hours of work per man scheduled that day. 13. 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 attorney fees, shall be paid by Contractor as prescribed by Section 7108.5 of the California Business and Professions Code. 14. No provision of this Subcontract shall serve to void Subcontractor's 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. 15. If Subcontractor is required by the Contractor to perform change order/extra 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 written/executed directives from the Contractor shall constitute acceptance of financial responsibility by Contractor and a billable event upon completion of the work. 16. Subcontractor warrants the merchantability of its work for a period of one (1) year from substantial completion of such work, and excludes any other warranties, express or implied, including any warranties of fitness for a particular purpose. Subcontractor's warranty does not extend to any work that has been misused, abused, modified, improperly or insufficiently maintained; to defects caused by normal wear under normal usage; or to any materials supplied but not manufactured by Subcontractor. Contractor's sole and exclusive remedy in case of nonconforming work is replacement or repair of such work. 17. Contractor shall provide Subcontractor with copies of all contract documents applicable to Subcontractor's 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 cause beyond its control: delays caused by Owner, General Contractor, Architect and/or Engineers. 20. 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. 21. 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 the amount paid by the Contractor for unexcused delays to the extent actually caused by the Subcontractor. 22. In the event of any offer under a cost reduction incentive provision of the General Contract and/or change order negotiations, Contractor shall protect Subcontractor's interest and shall keep Subcontractor fully apprised of all other offers, which may affect Subcontractor's job in progress. Contractor shall offer the Subcontractor the right to participate fully in all negotiations relevant to Subcontractor's work. 23. Splices in reinforcing bars and/or construction joint dowels for Contractor's convenience shall be for Contractor's account. Bar 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 also be for Contractor's account. 24. Subcontractor shall not be liable for repair of any damage caused by others outside the control of subcontractor. Approval for pouring or embedment in concrete shall terminate Subcontractor's responsibility for that portion of the work. 25. Subcontractor shall not be responsible for any information furnished by others, including but not limited to structural design or details, placing plans, bar lists, or bending details. 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 by Subcontractor. 27. Contractor shall furnish adequate parking for all Subcontractor employees at no cost to Subcontractor within three (3) standard blocks of the jobsite. If Contractor does not provide this parking, Contractor will pay extra to Subcontractor for all parking related costs, including cost of vehicle parking, cost of shuttle service, and travel time costs while Subcontractor employees are in transit unless specifically included in the Scope of Work/Price or by additive quote. 28. Contractor will provide at all times ongoing full access to all areas of the project for at least one Subcontractor Foreman's 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 "deadmen" required to guy vertical reinforcing, and comply with the temporary system design. (Rigging includes but is not limited to: chokers, shackles, spreader bars, etc.) 30. Contractor shall furnish proper layout lines for all concrete elements such as footings, slabs, walls, columns, openings, depressions, etc. Subcontractor will layout its own reinforcing steel from the contractor provided lines. 31. Ramps adequate to allow semi -tractor -trailer deliveries of reinforcing steel 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. 32. Contractor shall furnish, at no cost to Subcontractor, hoisting/lowering of employees and materials to points of installation, whenever required. 33. Contractor shall furnish adequate working heavy duty CAL/OSHA scaffolding/platforms as required from which placing of reinforcing steel can be safely performed. 34. Reinforcing steel installation and furnishing are for Cast -In -Place -Concrete structures. Reinforcing Steel services for Precast Concrete structures are not included in this Bid Proposal. 35. Structure Approach Slab Replacement Rebar cages will be pre -fabricated in Contractor designated area during normal working hours. Designated area shall comply with Cal Osha standards in which a safe working environment is to be maintained for Subcontractor employees. Contractor shall provide necessary amount of dunnage for fabrication of rebar mats. It shall be Contractor's responsibility to transport cages and set in hole after existing concrete is removed, in a manner which the mats are not altered or damaged. 36. Bid Items which are paid in "CY" shall be converted to pounds. Unit price will be in LBS and Subcontractor shall be paid in paid in LBS. 37. CIDH Pile quote is taken off Engineers' Estimate. Any additional length to Engineer's Estimate shall be done by Additive Quote. 38. DRS Rebar Inc is a Rebar Subcontractor and above quote for this Proposal shall include Placement and furnishing of Reinforcing Steel only for the bid items listed. Certain exclusions may exist as stated in "Scope of Work Exclusions", "General Conditions", or by "Special notes" sections of this Proposal. HOISTING / LOWERING: The Contractor is to furnish, without charge, suitable equipment (cranes and/or forklifts) fully operated for hoisting/lowering reinforcing steel, couplers, including unloading trucks, staging of reinforcing to points of installation or to staging areas, and power placing of individual bars that DRS may require. By: Ruben Sandoval DRS KEBAB INC, 1255 Kelley Ave Corona, CA 92882 Ruben Sandoval: Owner/President Phone: 951-415-2458 Email: rsandoval2740(@Yahoo.com 1M9RVEULA STEEL PLACERS 1703 E. 28th Street.♦ Signal Hill, CA. 90755 Tel: (562) 832-3529 License # 1013530 DIR Number 1000045289 Certified SBE, DBE, LBE, MBE, WBE, CBE & LGBTE Metro file # 7821 CUCP #43763 Project: City Project No. 2011-05, Federal Project No. BRNBIL (537) Dune Palms Road Bridge City of La Quinta BID DUE DATE: IAMG22 DATE: 10/5/2022 ATTN: Estimating COMPANY: Ortiz Enterprises Incorporated ADDRESS: 6 Cushing Suite 200 Irvine, CA 92618 Marvella Steel Placers, ergo called sulbcpntractor, propose to de the following scope of worksubject to the termsand conditions to fumish an install concrete renfgrxing materials in accordance with the C1151 Manual of Standard Practice: A44enda; AddeMum 1 Prolm Specs Septembw 15 20V Addendum Project Specs September 20, 2022 Addendum Project Spec September 21, 2022 Addendum Project Spec September 26,2022 Inclusions: ITEM # DESCRIPTION 25 TYPE 1A RETAINING WALL (E.E =1,829 SF) 26 D CONCRETE SLOPE PROTECTION (E.E=1,210 CY) 28 D 6' TALL MASONRY BLOCK WALL (E.E=300 LF) 33 24" STORM DRAIN OUTLET W/GRATE (E.E=1 EA) 34 42" STORM DRAIN OUTLET W/GRATE (E.E=1 EA) 38 METAL GATE ASSEMBLY (E.E=2 EA.) 68 CONCRETE APPROACH SLAB (TYPE N 30)(E.E=206 CY) 69 F MINOR CONIC. (MEDIAN PAVING)(E.E.=116 CY) 71 F REINFORCING STEEL (BRIDGE)(E.E=1,191,536 LEI) F REINFORCING STEEL (RET. WA(L)(E.E: 11,881. L8) CONCRETE BARRIER (TYPE 732SW MOD)(E.E.=968 LF) 107 D 6' TALL MASONRY BLOCK WALL (E.L=60 LF) 117 D CONCRETE SLOPE PROTECTION (E.E.=805 CY) 118 18" STORM DRAIN OUTLET W/GRATE (E.E=1 EA) 137 D REINFORCING STEEL (RET. WALL)(E.E =20,001 LB) Exclusions: 1. Lines, grades, templetes, elevations, racks+,setups, scaffolds, and field measurements. 2. Exposing, cutting, burning, drilling andxying, grouting, dry packing, and cleaning, field bending, and straightening or bending existing steel. 3. Costs of commercial testing, field inspection, crane and street use permits. 4. Bonds, permits, hoisting, parking or shuttling, lane closures, penalties, liquidated damages, or any insurance coverages not included in our current policy. 5. Cost of traffic control, 6. Cost of pour watchmen outside of our regular working hours when crew is not present. 7. Welding of any sort including rebar to rebar, electrical power for work areas, rebar caps & 180 degree safety hooks, 8. Any labor to install any concrete reinforcing elements not noted in the above inclusions. 9. Furnishing and/or tying blocks, dobies, chairs or bolster on caisson, piles and/or light standard cages. 10. Supplying, Installing, and/or Maintaining any form of rebar cap or safety device on installec reinforcing steel, any bars to be "field" bent and/or any reinforcing steel on the ground/stored. (Per latest OSHA Standards), 11. Supplying or installing of plain (smooth) round dowel bars, mesh wrapping, coating, sheathing/sleeves, painting and/or greasing of reinforcing steel. 12. Quality control manager, inspector and a quality control plan. (Contractor to provide these services) 13. Breakout dowels, FormSavers, stud rails, shear studs and similar etc. and/or installation of same. 14. 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. 15. Costs for relocation of materials for the convenience of others after materials are unloaded at Contractor designated areas, 16. Bars over 60'-0" in length. 17, As built drawings, record drawings, coordination drawings, mock ups or test panels. 18. Participation in composite clean up crews, 19. Splices in reinforcing bars and/or construction joint dowels for contractors convience shall be for the buyer's account. Also, splices required due to low overhead power lines and/or deficiency in hoisting equipment unless specifically shown contract drawings at that particular location shall be for buyer's account. 20. Setting of tied and stock piled FOB trucks jobsite cages as well as all spacer material and/or placing accessories. (centering devices, dobies, plastic wheels, etc) required for positioning, Guying and/or bracing of FOB items. �1' Accessories other than standard grey 1", 2" or 3" concrete block are exculeded. nd is exculded. Marvella bond rate is 2%. Page 1 of 3 /YIARVEGGA STEEL, PI ACERS 1703 E. 28th Street.* Signal Hill, CA. 90755 Tel: (562) 832-3529 License # 1013530 DIR Number 1000045289 Certified SBE, DBE, LBE, MBE, WBE, CBE & LGBTE Metro file # 7821 CUCP #43763 Conditions: 1. Performance will be based on conventional construction; timely receipt of construction documents and information (location of Us); and a written schedule, CADD files and based on a normal 8 hour workday 6a to 5p Monday thru Friday 5 day workweek. 2. A minimum of fifteen (15) working days notice will be given to commence work 3. Additional lead time will be required for special mill rolling (including but not limited to #14, #18, A706, grade 80 and grade 100 reinforcing steel, spiral, threaded bars, welded hoops, epoxy coating, galvanizing, special mesh, mechanicaIcon nections, t-headed anchors and etc. A letter of intent and/or subcontract authorizing procurement of these long lead/mill order items must be received in a timely manner. Delays of more than 45 days may result in additional cost of material. 4. Re -detailing and/or estimating resulting from design changes shall be billed on a time & material basis. 5. We are not required to perform any work outside the stated scope of work. 6. Buyer to provide all exclusions including but not limited to sanitary facilities, free parking within proximity of work area, safe points of work, verification of field measurements, hoisting, staging & safe weather protected storing of all furnished materials, electronic drawings adequate lighting, ventalation, electrical power and trash bins. 7. Buyer shall furnish without charge the following items as they are required by seller: Lines, grades, templates, racks, scaffolds, space for delivery and storage of materials accessible to semi -tractor -trailer deliveries adjacent to place where the materials are to be installed and/or hoisted. 8. Seller will be notified in writing and given the opportunity to take corrective measures prior to the authorization of any action that results in backcharges for the seller's account. Authorized charges for the seller must be signed by seller's field superintendent or project manager and submitted within two (2) weeks. 9. Buyer shall furnish adequate protection to insure the safety of those working above exposed vertical reinforcing steel. 10. Correction to work that has been damaged after approved for pouring shall be paid by the buyer. 11. Materials shipped after 10/1/2024 will be subject to an escalation charge. 12. If changes are made to seller's detail drawings during the submittal process which involve revised costs, the buyer will process a �.hange request to the owner prior to Fabrication. ,LI.D.H, drill and epoxy bars and Masonry are FOB and to be installed by others. 14. Sufficient staging area for storage of prefabricated C.I,D.H piles at the jobsite. 15. Full access to all areas of the project for at least one (1) Foreman truck to provide supplies and accessories as needed for the project and parking for employees. 16. Any special loading sequencing shall be submitted with buyer's order form prior to fabrication. 17. To reschedule any delivery, seller requires at least three (3) working days notice prior to the original delivery date, otherwise the delivery must be taken as scheduled to avoid added freight cost. 18. Material to be used is ASTM A706 Grade 60 Black rebar, (934 LB) Galvanizing Coating, (400 qty) #14 HRC 500/510, (532 qty) #8 HRC 500/510, (44 city) #10 HRC 110 T-Heads, and (4,076 QTY) #7 Welded Hoops 4'-2" Dia. 19. Buyer to provide all hoisting for the duration of scope of work at no cost to seller. 20. No retention to be withheld. 21. Mobilization in the amount of ($400,000) to be paid within 7 days of start of project. Page 2 of 3 1M9RVEL,tA STEEL PI ACER5 1703 E. 28th Street.♦ Signal Hill, CA. 90755 Tel: (562) 832-3529 License # 1013530 DIIi Number 1000045289 Certified SBE, DBE, LBE, MBE, WBE, CBE & LGBTE Metro file # 7821 CUCP #43763 Project: City Project No. 2011-05, Federal Project No. BRNBIL (537) SCOPE ITEMS DESCRIPTION U.O.M QTY UNIT PRICE LUMP SUM 25 TYPE 1A RETAINING WALL (E.E =1,829 SF) SD 1,829 $ 23.8829 $ 43,682 26 D CONCRETE SLOPE PROTECTION (E.E=1,210 CY) CY 1,210 $ 79.1003 $ 95,711 28 D 6' TALL MASONRY BLOCK WALL (E.E=300 LF) LF 300 $ 26.8589 $ 8,058 33 24" STORM DRAIN OUTLET W/GRATE (E.E=1 EA) EA 1 $ 1,650.0400 $ 1,650 34 42" STORM DRAIN OUTLET W/GRATE (E.E.=1 EA) EA 1 $ 1,650.0400 $ 1,650 38 METAL GATE ASSEMBLY (E.E.=2 EA.) EA 2 $ 644.6800 $ 1,289 68 CONCRETE APPROACH SLAB (TYPE N 30)(E.E=206 CY) CY 206 $ 445.2756 $ 91,727 69 F MINOR CONC. (MEDIAN PAVING)(E.E.=116 CY) CY 116 $ 121.5031 $ 14,094 71 F REINFORCING STEEL (BRIDGE)(E.E.=1,191,536 LB) LB 1,191,536 $ 1.4899 $ 1,775,260 72 D F REINFORCING STEEL (RET. WALL)(E.E=11,881 LB) LB 11,881 $ 1.8261 $ 21,696 73 CONCRETE BARRIER (TYPE 732SW MOD)(E.E.=968 LF) LF 968 $ 49.3278 $ 47,749 107 D 6' TALL MASONRY BLOCK WALL (E.E.=60 LF) LF 60 $ 27.8867 $ 1,673 117 D CONCRETE SLOPE PROTECTION (E.E=805 CY) CY 805 $ 81.9048 $ 65,933 118 18" STORM DRAIN OUTLET W/GRATE (E.E =1 EA) EA 1 $ 1,650.0400 $ 1,650 137 D REINFORCING STEEL (RET. WALL)(E.E.=20,001 LB) LB 20,001 $ 2.2737 $ 45,477 0001 MOBILIZATION LS 1 $ 400,000 9d Total $ 216171301 a includes ►abor, materials, (492 deliveries, B taxes & expires 15 days after proposal date. Additional deliveries to be chanter! at $780.00 each. Our SCOPE OF WOW for Robrls hasrd uaon_fLm specil7c condllloas doscrl6e J+nraln which will lake nrecedvgety_vor any N see r condl! n descrlb n o1h r dacumen/. Terms: Net cash within (30) days from date of invoice. If any billing is not paid when due, Marvella Steel Placers has the right to stop work. If terms of payment are not met, our rights under Mechanics Lien Law will be pursued, including all legal & attorneys fees. For and on Behalf of Marvelfa 5 ee1 Placers, A cent; SBE, DBE, LBE, MBE, WSW, CBE & 1,68TE rebar installation company signatory to Ironworkers Local 416 Michael 6alvan / Operations Manager I [We accept the above proposal. You are authorized to perform the work as specified above, and I / we agree to pay the said amount in accordance with the terms set forth. Company: Signed by: Print name Date: Page 3 of 3 �Sr-q e_ # / qo, 78k 3i3SID E. birch Slrrst fifes, CA 42921 V714,1384.55 DO Of feca 714.854.7843 Fax Lf_er a 088 RR Fd'€3Lr OS6 11 G R I F F I T H Hon:] hake: -"4" COMPANY Landscape Division To: Contractor Contact: Address: Los Angeles Phone: Fax: Project Name: Dune Palms Road Bridge Improvement Bid Number: Project Location: Bid Date: 10/5/2022 Addendum #: 1-4 rran Z)neer5:u - ui Spec Sections: 4000-53 Item # Item Description Estimated Quantity Unit Unit Price Total Price BASE BID #1 47 4" Schedule 40 PVC, Landscaping Sleeve (D) 42.00 LF $85.00 $3,570.00 49 4" Thick Decomposed Granite (D) (School Ret. & Pool 1,430.00 SF $6.50 $9,295.00 Wall) 51 Install Landscaping Plant Material & Irrigation (D) 4,600.00 SF $9.00 $41,400.00 Irrigation Mainline To Be 1.25" 52 3/8" Crushed Rock (Apache Brown)(D) 3,490.00 SF $2.85 $9,946.50 53 3/4" Crushed Rock (Desert Gold) (D) 1,130.00 SF $2.00 $2,260.00 54 6" Minus - Baja Cresta Rubble (D) 465.00 SF $8.15 $3,789.75 56 90-Day Maintenance Period 1.00 LS $7,000.00 $7,000.00 Total Price for above BASE BID #1 Items: $77,261.25 BASE BID #2 109 4" Schedule 40 PVC, Landscaping Sleeve (D) 111 Install Landscaping Plant Material & Irrigation (D) Irrigation Mainline To Be 1.25" 112 3/8" Crushed Rock (Apache Brown) (D) 113 3/4" Crushed Rock (Desert. Gold) (D) 114 6" Minus - Baja Cresta Rubble (D) BASE BID #3 132 4" Thick Decomposed Granite (D) Options 3"-8" Arizona River Cobble As Shown On Sheet L9 Allowed 3" Depth For Complete Coverage 10/3/2022 4:47:06 PM 46.00 LF $85.00 $3,910.00 1,630.00 SF $14.00 $22,820.00 1,235.00 SF $2.85 $3,519.75 395.00 SF $4.85 $1,915.75 160.00 SF $12.00 $1,920.00 Total Price for above BASE BID #2 Items: $34,085.50 6,400.00 SF $4.60 Total Price for above BASE BID #3 Items: 640.00 SF $9.75 Total Price for above Options Items: Total Bid Price: $29,440.00 $29,440.00 $6,240.00 $6,240.00 $147,026.75 Page 1 of 2 motes: • Qualifications: • Griffith Company -- Landscape Division is a union contractor. We are signatory to the Laborers, Plumbers Local 345 and the Operating Engineers • Areas to be received at +/- .10', clean, and weed free. • Import or export of soil is excluded. Excess spoils are to be spread on site. • All areas to receive import materials such as sand, decomposed granite, rock blanket or mulch will be received at +/- .10' of compacted subgrade elevations. • This bid is based upon conventional trenching. Hard dig conditions through soils that require the use of rock saws, backhoes, or any specialty equipment is excluded. • All large trees, sleeves/conduits, pipe, and wire will be installed prior to curbs, paving, or hardscape; unless otherwise coordinated. • Adequate access must be provided if the use of equipment is required for removal and placement of materials. • This proposal will remain in effect for 60-days from the date of the proposal. • Griffith has included two move -ins; additional move -ins will be charged at $2,500. • Exclusions (Except for items which have been specifically noted above): • Permits, testing, auditing, inspection fees, water fees, water costs, meters, and electrical utility connections. • Traffic control, night work, task lighting, premium time, moisture barrier, survey, hot taps, water service, pot holing, coring, boring, jacking and hydraulic drilling, drainage, concrete, masonry, asphalt, saw cutting and removal, patching of asphalt and concrete, curb/header, rebar/steel, protective fencing, relocation, special training costs, SWPPP, BMP's, or removal of BMP's, trench plates, erosion control, hand watering, site furniture, tree well grates and frames, and any removals. • Relocations, modifications, repair, restoration, or maintenance of existing irrigation and landscape. • Erosion Control BMP's pricing, when listed, is for installation only. Maintenance and repair of Erosion control items are excluded. ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: 10/3/2022 4:47:06 PM CONFIRMED: Griffith Company Authorized Signature: Estimator: Christopher Ngo 562-781-1366 cngo@GriffithCompany.net Page 2 of 2 Estimating From: Tran, Linh <Itran@griffithcompany.net> )Sent: Wednesday, October 5, 2022 10:30 AM To: Gutierrez, John Subject: Dune Palms Road Bridge Improvements (Griffith Company Landscape Proposal) Attachments: Dune Palms Road Bridge Improvements (Griffith Company Landscape Proposal).pdf Good day, Please find attached Dune Palms Road Bridge Improvements (Griffith Company Landscape Proposal) Also please respond if you have received this. If you have any questions please do not hesitate to ask John Gutierrez at 714-267-6475. LINH TRAN I Estimating Coordinator Landscaping Division Griffith Company G n I r r- IT H 3050 E. Birch Street I Brea, CA, 92821 COMPANY 0:(714) 984-5500 1 C:(714) 713-2246 www.GriffithCompany.net Diversified Landscape Co. 21730 Bundy Canyon Road Phone: 951-245-1686 Wildomar, CA 92595 Fax: 800-783-4197 nnF Rd777 t1nirtn Cnntrartnr L►r-. 576183 QIR 1000009249 Small Business-PW 12567 To: Ortiz Enterprises, Inc. Contact: Estimating Address: 6 Cushing, Suite 200 Phone: (949) 753-1414 Irvine, CA 92618-4221 Fax: (949) 753-1477 Project Name: Dune Palms Road Bridge Improvements Bid Number: 4933 Project Location: Dune Palms Road, La Quinta, CA Bid Date: 10/5/2022 Addendum #: 4 Attachments: Maverick Rate Sheet 2022.pdf Line # Item Description Estimated Quantity Unit Unit Price Total Price Base Bid #1 47 4" Schedule 40 PVC, Landscaping Sleeve (D) 44.00 LF $140.00 $6,160.00 49 4"Thick Decomposed Granite (D) (School Ret. & Pool Wall) 1,430.00 SF $4.60 $6,578.00 51 Install Landscaping Plant Material & Irrigation (D) 4,600.00 SF $14.40 $66,240.00 52 3/8" Crushed Rock (Apache Brown)(D) 3,490.00 SF $5.55 $19,369.50 53 3/4" Crushed Rock (Desert Gold) (D) 1,130.00 SF $5.20 $5,876.00 54 6" Minus - Baja Cresta Rubble 465.00 SF $8.60 $3,999.00 56 90-Day Maintenance Period 1.00 LS $29,800.00 $29,800.00 k. Base Bid #2 109 4" Schedule 40 PVC, Landscaping Sleeve (D) 111 Install Landscaping Plant Material &Irrigation (D) 112 3/8" Crushed Rock (Apache Brown) (D) 113 3/4" Crushed Rock (Desert Gold) (D) 114 6" Minus - Baja Cresta Rubble (D) Base Bid #3 132 4" Thick Decomposed Granite (D) Notes: • Bid Notes: Total Price for above Base Bid #1 Items: $138,022.50 46.00 LF $140.00 $6,440.00 1,630.00 SF $28.10 $45,803.00 1,235.00 SF $5.60 $6,916.00 395.00 SF $6.15 $2,429.25 160.00 SF $11.20 $1,792.00 Total Price for above Base Bid #2 Items: $63,380.25 6,400.00 5F $4.00 $25,600.00 Total Price for above Base Bid #3 Items: $25,600.00 Total Bid Price: $227,002.75 • The above prices do not include Performance and Payment Bond. Add 1.5% if bond is required. Due in 30 days. • If a bond is required, it will be provided upon start of substantial portion of work. • Check & test to be completed before disturbing any landscape areas. • Retention to be held at the same rate as Owner to Contractor. • Retention to be released within 60 days of completion and acceptance of work. • Pipe and wire to be installed prior to paving or hardscape. • Installation of sleeves to be scheduled prior to compaction of subgrade or installation of any facilities above sleeve. • 40 working day(s) required and includes 1 move-in(s). Additional move-ins=$1,500 each. • Temporary stockpile location to be provided by prime. • Diversified Landscape will be included with any eligible escalation events that may occur between owner and contractor. • Upon completion of work, we will receive a PFE - Proposed Final Estimate. • Bid Exclusions: • Bond is excluded. • Night work is excluded. • Import or export of top soil is excluded. • Water meters, point of connection, cost of water and hot taps are excluded. • Electrical except for final hookup to controller is excluded. 10/5/2022 11:18:11 AM Page 1 of 2 Diversified Landscape Co. 21730 Bundy Canyon Road Phone: 951-245-1686 Wildomar, CA 92595 Fax: 800-783-4197 nac Rn77 11ninn rnntrartnr Lir_ 576183 DTR 1000009249 SmaH Rusiness-PW 12567 To: Ortiz Enterprises, Inc. Contact: Estimating Address: 6 Cushing, Suite 200 Phone: (949) 753-1414 Irvine, CA 92618-4221 Fax: (949) 753-1477 Project Name: Dune Palms Road Bridge Improvements Bid Number: 4933 Project Location: Dune Palms Road, La Quinta, CA Bid Date: 10/5/2022 Addendum #: 4 Attachments: Maverick Rate Sheet 2022.pdf • Traffic control is excluded. • Weed or debris removal prior to plant establishment is excluded. • Fugitive best management dust control plan is excluded. • Proposal Notes: • All of the notes above to be made part of contract. • Proposal good for 60 days. • Any changes, additions, deletions to this proposal must be approved by Diversified prior to bid time. • C2001 rock blanket; c1575 remove bridge item; c9908 heavy equipment Rental (owned equp only); c7215 concreted -rock slope protection; C1910 grading; c1970 embankment construction; c2065 irrigation System; c5100 concrete structure; c5110 concrete surface finish; C7200 rock slope protection; c7301 concrete curb & sidewalk - misc • Please provide prelim info with subcontract including bond company and bond number. Payment Terms: Payment to be made within 7 days of progress payment to contractor. ACCEPTED: The above prices, specifications and conditions are satisfactory and hereby accepted. Buyer: Signature: Date of Acceptance: 10/5/2022 11:18:11 AM CONFIRMED: Diversified Landscape Co. Authorized Signature: Estimator: Juan Valente 951-245-1686 com Page 2 of 2 DBE OPERATED EQUIPMENT RENTAL DBE 80221 CSLB #1031277 1 DIR 1000009249 1 Small Business-PW 12567 E Rr0' I" ROCK RREAKIKG CAT 349 W/ Bucket $280.00 Sizes-48 "/54 "/80" 12KBreaker + $100.00 16KBreaker + $130.00 Compaction Wheel 36" + $35.00 Ripper Shank + $40.00 Skeleton Bucket + $25.00 CAT 305.5/JCB 55Z W/ Bucket $195.00 Sizes-6712"124"/36"/Bacljill Blade lK Breaker + $55.00 Trencher + $55.00 Auger + $55.00 Sizes-4 712 "/18 "/24" Extensions/Tree Auger 12 "-24" CAT 450 Backhoe $200.00 Sizes-18 724 "/36" Compaction Wheel 18" + $40.00 2K Breaker + $60.00 u MINEW R `i - '. CAT 259/JCB 3TS-8T Teleskid $180.00 W/Add-On Attachements (Tooth, Smooth, Rock, 6-in-1, 2yd, Forks, Tree Boom) Grapple + $20.00 Rippers + $30.00 Sweeper + $45.00 Flail Mower + $45.00 Tiller + $45.00 Trencher + $45.00 Auger + $45.00 2K Breaker + $45.00 Diverscape, Inc. dba MAVERICK ROCK BREAKING Phone (951) 544-9003 1 Fax (800) 783-4197 estimating@maverickrockbreaking.com 21730 Bundy Canyon Road, Wildomar, CA 92595 Equipment Operated Rates Effective Through April 1, 2023 John Deere 21 OLE 4X4 (w/ 4 in 1) $180.00 Laser + $20.00 CAT D4 W/ Dual Slope Blades $210.00 & Six -Way Blade CAT D5 W/ Single Slope Board $225.00 & Six -Way Blade CAT D6T W/Single Slope Board $235.00 Finn T-330 (3,000 gal. Capacity) $260.00 TM-70 (70 Cubic Yard Capacity) $340.00 EB-60 (60 Cubic Yard Capacity) $315.00 W/ Water Trailer + $30.00 W/ 3 yd Reach Loader + $60.00 to *I,-nc}ludes operator and laborer. 2,400 Gallon Capacity $180.00 All Rentals Subject to Move -In / Move -Out Fee Operator Only Rate $125.00 Operator Overtime + $55.00 Operator Double -Time + $90.00 Special Shifts (in addition to overtime) + $10.00 Attachment Delivery + $100.00 Per -Diem Charge Subject to jobs over 80 miles from office location Saturday is Operator Overtime Sunday is Operator Double -Time EIGHT HOUR MINIMUM ON ALL EQUIPMENT FIRST DAY AFTER FIRST DAY, 4 HR MIN. / 6 HR MIN. AFTER 4 HRS / 8 HR MIN. AFTER 6 HRS All equipment operated by experienced union operators. Attn: Estimator Date: 10/05/22 Job: Dune Palm Rd Bridge Improvement, City of La Quinta Bid# 22-195 CA. LIC #..621586 AZ. LIC # ROC 253213 DI # 11000007798 D.RE,#'39828_ PHONE(951)360-7531 FAX (951)360-7561 r u anca st. Item # Description Quan. Units Price Amount 29 Catch Basin per COLA Std. 300 w/ LD (Sump CB #1 - H=4.00' - W=7.00' (24" HDPE) 1.00 Ea CB #3 - H=3.52' - W=14.00' (24" HDPE) 1.00 Ea CB #4 - H=3.50' - W=14.00' (24" HDPE) 1.00 - Ea 3.00 Ea $ 12,610.00 $ 37.830.00 30 Catch Basin per COLQ Std. 300 w/ Local Depression (Excludes Drywell Su CB #2 - H=22.29' - W=7.00'. (24" x 24" HDPE) 1.00 Ea $ 23,938.00 $ 23,938.00 31 Manhole No. 2 per RCFC Std. MH 252 MH #1 H=12.65' (42" - 42" x 24" x 24" RCP) 1.00 Ea $ 8,988.00 33 24" SD Outlet w/ Debris Screen per Detail on Sheet 21 Sta.1277+94.40 1.00 Ea $ 11,609.00 $ 11,609.00 34 42" SD Outlet w/Trash Grate per Detail on Sheet 21 Sta.1280+62.60 1.00 Ea $ 19.172.00 $ 19,172.00 35 Concrete Collar per RCFC Std.W803 Sta. 11+48.11 24" - 24" HDPE) 1.00 Ea Sta. 10+54.05 (18" - 1 B'' HDPE) 1.00 Ea Sta. 10+20.00 (18"_-'18" HDPE) 1.00 Ea 3.00 Ea 5 2,153.00 $ 61459.00 118 18" SD Outlet w/Trash'Grate per Detail on Sheet 21 SE6.1279+45.10 1.00 Ea 1 $ 11,517.00 Total $ 11,517.00 $ 119,513.00 Excludes: Excavation, Back -fill, Compaction, Demo, Removals, Survey, Testing, Permits, Rip Rap, Traffic Control, Erosion Control Dewatering, Stencils, Placards, Waterproofing, Bonds, Fossil Filters, and Fencing. Notes: 01. Must have 12' access road to all structures. 02. Colored concrete not included unless otherwise 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 must 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 Bid 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. 'ease accept this proposal for the work described above. If this is acceptable, please sign and fax back along r�!4ith 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. S Marcos Cordova (95I ) 360-7531 x 26 Ortiz Enteprises, Inc Sign. Date 6157 Marlatt St. Mira Loma, CA 91752 SBE Certified // WBE Certified // DBE Certified // UDBE Certified 10/6/22, 10:00 AM UCP Web Application - List Skip to Main Content Back To Query Form (IicenseForm.htm). Search Returned 1 Records Thu Oct 06 10:00:16 PDT 2022 Query Criteria Certification Types: DBE Firm ID: 39828 Firm ID DBA Name Firm Name Address Line1 Address Line2 City State Zip Code1 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type EMail Contact Name Area Code Phone Number Extension Alt Area Code Alt Phone Number Extension Fax Area Code Fax Phone Number Agency Name Counties Districts DBE NAICS 39828 R. DUGAN CONSTRUCTION, INC. R. DUGAN CONSTRUCTION, INC. 6157 MARLATT STREET MIRA LOMA CA 91752 DBE marlina@rduganconst.com; wendyd@rduganconst.com WENDY RAE DUGAN 951 360-7531 951 360-7561 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; 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; 01; 02; 03; 04; 05; 06; 07; 08; 09; 10; 11; 12; 237110; 238110; https://ucp.dot.ca.gov/querySubmit.htm 1 /2 10/6/22, 10:00 AM UCP Web Application - List 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 https://ucp.dot.ca.gov/querySubmit.htm 2/2 film", 6" * 39 Z'27190 Universal Construction and Engineering 7772 5 Enfield Lane, Ste. 210 Palm Desert, CA 92211 Name / Address tyof La Quinta - Dune Palms Bridge Estimate DBE Date Estimate# 9/22/2022 2022-50 Due Date 9/27/2022 Item No. Description Qty. U/M k Rate Total Base Bid #1 Federal Participati 18 6" Curb & Gutter 448 LF 41.00 18.368.00 19 8" Median Curb 581 LF 31.00 18,011.00 20 Concrete Sidewalk 4,148 SF 6.50 26,962.00 21 Concrete Driveway Approach 1,034 SF 13.60 14,062.40 22 Colored Stamped Concrete Median 711 SF 11.00 7,821.00 23 Concrete Cross Gutter 1,412 SF 13.60 19,203.20 24 8" Concrete Pavement 1,132 SF 15.40 17,432.80 27 Curb Ramp Case A I EA 5,142.00 5,142.00 69 Minor Concrete - Colored & Stam 116 CY 891.00 103,356.00 230, 358.40 Base Bid # 2 Non Federal Part. 101 6" Curb & Gutter 347 LF 41.00 14,227.00 102 8" Median Curb 2,093 SF 31.00 64,883,00 103 Concrete Sidewalk 4,909 SF 6.50 31,908.50 104 Concrete Driveway Approach 723 SF 13.60 9,832.80 105 Colored Stamped Concrete Median 1,360 SF 11.00 14,960.00 106 Curb Ramp Case A 1 EA 5,142.00 5,142.00 140,953.30 Base Bid # 3 - CV Link 121 Concrete Trail 13,360 SF 7.50 100,200.00 122 Curb Ramp Case B 2 EA 3,900.00 7,800.00 133 Concrete Wedge Curb 288 LF 55.00 15,840.00 Total 123, 840.00 $495,151.70 Estimate Descri tion a This bid includes all necessary labor, materials, and equipment necessary to construct items described in the proposal. Estimate based on Prevailing Wages. ® Universal Construction and Engineering License #1019619 A, C-8; DIR# 1000534892; DBE #44250 1. a 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. Special Conditions: 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. o 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 Skip to Main Content Back To Query Form (I ice nseForm. htm) Search Returned 1 Records 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; https://ucp.dot.ca.gov/querySubmit.htm 1 /2 10/6/22, 10:00 AM UCP Web Application - List Licenses A General Engineering Contractor; C08 Concrete Contractor; Trucks Gender M Ethnicity HISPANIC Firm Type DBE https://ucp.dot.ca.gov/querySubmit.htm 2/2 0 m a co W N 1 1 O O O O °Ln Lo ;'; V O N C O L m dLL in T N N O Cl) O N � Mom U X O :� 07 O O o a U al c O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 g O O O O O O O O g a O m q o 0 ri o LD O o o 0 0 0 o 0 0 0 0 0 0 0 0 0 N LO O O Q 1, e-I 00 ri 0 0 0 0 0 (O f, O O' In 1- N n O a O o� m O 0 w r, pp Q O N O L 1� 1� d OO v1 n N fV o 0 u1 O d' N CO 6"4 N Ol O N M Ln m VT VN In Vf V1 ri i/T In m In ri VF c-1 to N V! t/} O M m An V? 1-1 Op W to et C O VI [R VY tR 14 iR y C W o O O C] o cD O a O 0 O 0 O O O g O O a q O O G 0 o 0 O 0 o O a O O J V 1 q CO o o o o d 0 Lr) 4 o 00 in o LO O O O N <%+ N m O O O O O O (v !n O O N VS coN W N O O r1 to N VT m� Vf iR 6 N O N W p. 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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; https://ucp.dot.ca.gov/querySubmit.htm 1 /2 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 https://ucp.dot. ca.gov/querySubmit.htm 2/2 QUOTE Bridge Rubber Bearing, LLC Bid Date 09/26/2022 15467 State Hwy 64 W State CA Tyler, TX -75704 County/City City of La Quints R Phone # 903 500 2086 Project # 2011-05, BRNBIL(537) —LLC— Fax # 903 222 3502 Description Dune Palms Road Bridge Improvements krishna@bridgerubberbearing.com To www.brideerubberbearine.com All Bidders Quote# P230 Item # I Qty I FOB:BRB I Descriptions (Unit price I Sub total $ 1 Remarks i 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 proposal eligible 100 % towards DBE goal. Price includes Shop drawing and inhouse testing. Tota I Cost $20,000 Bearing Pads will be manufacturer) as per CA DOT Sec: 51— Elastomeric Bearing Pads Materials will be as per Table 51-3.02 Material CR 55 DURO Delivery: 2-3 weeks after receiving approved drawing www.bridgerubberbearing.com BRB LLCs' terms and conditions attached and will be applicable for this quote. Krishna Cell- 206 683 4865 R-2 Bridge Rubber Bearing, LLC dba BRB LLC P uxisicu�eme �anavvnacuus+ Krishnamoorthy Palaniappan April 22, 2022 Bridge Rubber Bearing, LLC DBA BRB LLC File #:51028 15467 State Hwy 64 Tyler, TX 75704 Subject: Disadvantaged Business Enterprise (DBE) Certification Approval Dear Mr. Palaniappan: We are pleased to advise you that after careful review of your application and supporting documentation, the California Department of Transportation (Caltrans) has determined that your firm 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 fur 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:HcaliforniaucpAbesystem.com/. 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 affect your 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 meet the 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 right to withdraw this certification if at any time it is determined that it was knowingly obtained by false, misleading, or incorrect information. DBE certification is subject to 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 website Office of Civil Rights at https.Ildot oa.. ov/programslprocurement=and-contracts/contract-with-caltrans. Congratulations, and thank you for your 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. _ ; r�cerely, Curtis Williams ,Office (7hief Certifications Branch Curtis Williams Office Chief Certifications Branch 10/6/22, 10:12 AM B2Gnow 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 [map, PHONE 206-683-4865 FAX 903-222-3502 EMAIL krishna@bridgerubberbearing.com WEBSITE http://www.bridgerubberbearing.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 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 WINDOW El Print https://californiaucp.dbesystem.com 1/2 10/6/22, 10:12 AM Certified Profile B2Gnow CLOSE WINDOW 13 CERTIFICATION NUMBER lhttps://caIiforniaucp.dbesystem.com 2/2 Triumph Geo -Synthetics, Inc. Sales Contact: 1325 N. Blue Gum St. F. sales@triumphgeo.com Anaheim, CA 92806 888-775-7545 DBE/WBE #9076, UDBE, SBE #16084, CPUC #12010014 Quote : Q-12903-1 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 Sales Tax @ 8.7500% Freight -Cost Total Cost $15,459.58 $1,352.71 $1,800.00 $18,612.29 BMP's Estimated freight at $600 # Product Name QTY UOM Unit Price Total 41 Orange ESA Fence 4'x100' 700 LF 0.4214 $295.01 41A T-Posts 72" Standard 90 Ea 6.9412 $624.71 BMP's TOTAL: $919.72 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, (1-Miter/BxB), 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 jj`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.triumphgeo.com. This quote will expire 30 days from the date of issue. —Signature: )Name: Date: Page 2 of 3 HT eviSion Ar All reference to SELLER is Triumph Geo-Synthetics, Inc. and affiliates of Triumph Geo-Synthetics, Inc. All reference 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 If any project are the sole msponsibility of the BUYER. ill 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 Terms 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 are no terms, conditions, understandings, or agreements other than those stated herein, and all prior proposals and negotiations are merged herein. These Terms are binding on the Parties, their successors, and permitted assigns. The delivery date is only an estimate of when the product will be shipped and/or delivered. Every reasonable effort will be made to meet shipment or delivery date stated, but Triumph assumes no liability for loss 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 carver are estimated. Any charges in excess of those quoted will be charged to the BUYER and are the sole responsibility of the BUYER. SELLER 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 Majeure 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 SELLER resulting from such Force Majeure Event; and (c) BUYER shall not be entitled to any other remedy. When goods are delivered to BUYER in SELLER'S own vehicles, the F.O.B. point shall be BUYER'S designated delivery site. In all other cases the F.O.B. point shall be SELLER'S yard/warehouse or manufacturer's yard/warehouse and all responsibility and costs of shipping and delivery beyond the applicable F.O.B. point shall be home by BUYER. Title and risk of loss shall pass to BUYER at the applicable F.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 SELLER has the risk of loss shall 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 representative accepting products sign for goods and note on the Bill of Lading any shortages or damaged goods. Partial shipments are permitted at SELLER'S 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 exclusively 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. SELLER excludes and disclaims all other express and implied warranties, including, but not limited to, all implied warranties 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, negligence), strict liability or otherwise, arising directly or indirectly out of the performance 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 change 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 and delivery adjustment by SELLER. No credit for goods returned 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 charges 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 require 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 pemutted by applicable law, continuing after SELLER obtains judgment against BUYER. SELLER may exercise setoff or recoupment to apply to or satisfy BUYER'S outstanding debt. BUYER shall have no right 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 bankruptcy 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 10/6/22, 10:04 AM UCP Web Application - List Skip to Main Content Back To Query Farm tlicenseForm.htm), Search Returned 1 Records Thu Oct 06 10:04:39 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; https://ucp.dot.ca.gov/querySubmit htm 1/2 10/6/22, 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 https://ucp.dot.ca.gov/querySubmit.htm 2/2 ( k §z(D u z 00 E § In co o ®� j§\ -m uuuz �!o \/) \\\)k, _ _ §) §§\/-§§§] ±§522&&` I-U5 <o}\\�k /§§/mm§dk k ; k ,_��em�m 1_e"-a,a l6�aegl± o .1 R k ■ % E u m §() J[d was 0 > < t`0 C) ®»u §\ )§G 10/6/22, 10:08 AM UCP Web Application - List Skip to Main Content Back To Query Form (licenseForm.htm), Search Returned 1 Records Thu Oct 0610:08:00 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 EMail 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; https://ucp.dot.ca.gov/querySubmit.htm 1 /2 10/6/22, 10:08 AM UCP Web Application - List Licenses D64 Nonspecialized; Trucks Gender F Ethnicity HISPANIC Firm Type DBE https://ucp.dot.ca.gov/querySubmit.htm 2/2 Ara INIArNy FENCE CO. TRINITY FENCE CO. 6510 Box Springs Blvd. Ste H Riverside, CA 92507 Tel. No. 951-653-6987 Fax No. 951-639-3788 Email: estimating@trinityfenceco.com PROPOSAL DATE: Oct. 5, 2022 ADDENDUMS 1-4 PROJECT: Dune Palms Bridge Improvements #2011-05 CONTACT: Estimating CONTRACTOR: Prime Bidder FAX NO. Email Attatchment TEM DESCRIPTION UNIT UNIT PRICE AMOUNT 37. Metal Fencing (Retaining Wall) 438 LF $159.00 69,642.00 38. Metal Gate Assembly 2 EA $10,916.00 21,832.00 39. Chain Link Fence H=6' wl Fabric 1,085 LF $18.00 19,530.00 40. 24' Wide Vehicle Gate wl Lock 1 EA $2,699.00 2,699.00 43. Pipe Gate 26 LF $533.00 13,858.00 74. Metal Railing (Bridge) 968 LF S413.00 399,784.00 123. Metal Railing (Trail Retaining Walls) 274 LF $42.7.00 116,998.00 124. Metal Railing (Trail Undercrossing) 730 LF $469.00 342,370.00 * Items 37 & 74 - Trinity Fence will provide for Embeds where required; Installed correctly & cleaned by others. * Items 39 & 40 - Price reflect Temp. Fence with Posts driven into ground with 88% Privacy Temp. Fence windscreen Maintenance if required is Excluded from this bid. * Item 123 - Basis of price per Details on Sheet 16. No Rub Rail for this item, * Item 124 - Basis of price per Details on Sheets 29 & 30 painted posts and Rub Rail is Included, * Items 123 & 124 - X-Ray of rebar if required is Excluded from this bid. Trinity Fence will exert care..when drilling for anchor bolts however does not guarantee that concrete slab will not chip off; repair of chipped "off concrete if required is Excluded from this bid. * Trinity Fence carries 1 M each occurrence 2M aggregate GL & 1 M WC. & 1 M Auto; Additive Cost to comply with the owner's Liability insurance requiremenh ADDS 9.700.00 Professional Liability Insurance is Excluded from this bid. Trinity Fence Co. fs Not a Design -Build subcontractor hence no Professional Liabifity Insurance will be provided. TOTAL > Excludes Shop ln'spection. Shop Inspection Fees and Testings and Deputy Inspection & Fees 0 $ 986,713.001 > Bid is contingenl on approval by surety if bond is required. Price good for Thirty (30) Days. > Price reflect Standard Time Only - Over Time or Accelerated Time if needed will be Extra. > Lead Time for Shop Drawings 4-6 Weeks from receipt of PO or Subcontract contingent on Item of Work. > Lead Time for Materials procurement & fabrication 16-18 weeks from receipt of approved drawings. > Contractor to provide Equipment and Vehicle access to work area. Double Handling if required will be Extra. > Wet Seal of a Civil Engineer if required is Excluded from this proposal. > Excludes Engineering Calculations, Bond Premium, Layout, Survey, Concrete or AC Coring & Sawcutting, Patching of Concrete or AC and Mow Curb. > Dust control, erosion control & pollution control by others. If Trinity Fence Co. is required to participate; Extra Cost will apply. > All Fence and Gate Signage are Excluded from this bid. > Trinity Fence will provide for Sleeve, Post pockets or Embeds where required; Installed correctly and cleaned by others. > Traffic Control and/or Flagging by others. > Spoils will be stockpiled at site by fence line; Removal & Disposal by others. > Trinity Fence Company License No. 1062599 > DIR No.' 1000556994 > Trinity Fence Co. is Signatory to the Laborers Union. IF4 AL CORN PROJECT: Dune Plam Rd. CONTACT: Jesse Madriaal ALCORN FENCE COMPANY 6445 PEDLEY ROAD, RIVERSIDE, CA 92509 T: (951) 685-5871 1 (800) 824-8502F: (951) 685-1641 CONTRACTOR: TBD S--m— ti — �� X�0 aw 4 E-MAIL m dri alftcom fence. co ATTENTION: Estimating DATE: 10.5.22 FAX: CSLB No. 122954 EXPIRES: 2129124 ❑BEISBE No.50904 D!R No. 1000001986 EXPIRES: 6/30125 Plans & Specs: Yes X t No Bondable: Yes] x i No _ Installed: Yes XSj No Rate: 0.74% (N,T.E. 24 Months) Tax Included: Yes L"3 No ? DBE/SBE: Yes: X„` No Union: Yes x No U Addendum: 1,2,3,4 Alcorn Fence Company is signatory to Laborers and Operating Engineers unions. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT Base Bid # 1 37 Metal Fencing (Retaining Wall) 438.00 LF 207.67 90,959.46 38 Metal Gate Assembly 2.00 EA 21,810.00 43,620.00 39 6' Chain -Link Fence w/ Wind Screen 1,085.00 LF 47.62 51,667.70 40 24':W x 6' H Chain -Link Vehicle Gate 1.00 EA 6,500.00 6,500.00 43 Pipe Gate 26.00 LF 497.69 12,939.94 74 MetalRailing(Bridge) 968.00 LF 342.93 331,956.24 Base Bid # 2 No Scope,` Base Bid # 3 -„ 123 Metal Railing (Trail Retaining Wall) 274.00 LF 638.61 174,979.14 124 Metal Railing (Trail Undercrossing) __ 730.00 LF 733.77 535,652.10 Base Bid #k4 * No Scope " TOTAL $1.248.274.58 CLARIFICATIONS: Bid contingent upon approval of surety on Bonded Projects and Alcorn Fence Co. Credit Dept. All costs incurred by Alcorn Fence prior to cancellation of Executed Contract or Subcontract will be billed to client for reimbursement. Clarifications, Exclusions and/or conditions of this submission to be integrated into all subcontract agreements. Bond rate is subject to additional monthly charges after Twenty -Four (24) Months DBEIS13E Participation applies only to scopes of work under NAISC Code 332323, ITEMS 37, 38, 43, 741.123, 124 Apply to this projects DBE goal. PRICE IS GOOD FOR SIXTY (60) DAYS Tin sleeve for ITEMS 37,38, & 74 provided by Alcorn Fence, set true and clean out by others. ITEM 37, 38 & 74 - Price for railing reflects hot dip galvanized steel with powder coat finish. Color chips to match BEHR "Iced Tea" for city review & approval. Exclusions: Design Services- Engineering Calculations Engineering, Surveying, Staking, and Layout Bond Premium (0.74%) & Bond Overruns Clearing and Grading Location of Private Underground Utilities not Indicated in Patching and Restoration or on Project Plans Traffic Control Damage to Underground Utilities not properly located by w Structural Calculations & Engineering Other Forces Welding QC Manager and/or Plan Maintenance of Installed Items and/or Removal of Installed item Concrete and/or Asphalt coring or saw cutting Permits. Liquid Painting and/or High Performance Finishes Job Specific Training and/or Badging Removal of Dirt or Dirt Spoils from Job Site Alcorn shall notify Underground Service Alert forty-eight (48) business hours prior to any excavation. However, Alcorn shall not be responsible for damage to underground facilities not properly and accurately shown on contract plans, as-builts, and/or identified by forces other than Alcorn's REV. 05/27/2022 JL Estimating From: Jesse Madrigal <jmadrigal@alcornfence.com> --)Sent: Wednesday, October 5, 2022 8:55 AM To: Estimating Subject: Dune Palms Rd Bridge Attachments: DUNE PALM RD. BRIDGE PROPOSAL -Alcorn Fence.pdf Good morning This is Jesse Madrigal at Alcorn Fence. Please see attached proposal for your review. Feel free to reach out to me with any questions you may have. Good luck with your bid today & Thank you. ALCOR'S, .f Jesse Madrigal Project Manager/Estimator ALCORN FENCE COMPANY Co. License #122954 - DBE/SBE #50904 5445 Pedley Road Riverside, Ca. 92509 Office: (951) 685-5871, Ext 400 Fox: (951) 685-1641 Mobile: (714) 335-4379 imadr'tgal@alcornfence.com %FK'11� FOUNDATION 1971 s tl: 2021 AtVl MARY Project Name: Dune Palm Rd Bridge Project Address: La Quinta, CA PW#411-22 Issue Date: 10/5/2022 0�7, San Diego Office: 9560 Candida Street, San Dieg MA 921?6 Fontana Office: 8375 Almeria Ave, Fontana, CA 92335 Telephone: (909) 350-1584 Fax: (909) 350-0620 Foundation Pile, Inc. License #:360640.A. DIR#1000007197 Website: www.foundationailedriving.com CIDH Proposal Foundation Pile Inc. (FPI) proposal in its entirety shall become a part of any subcontract agreement, should we be the successful bidder on this project. If there should be any conflict between these conditions and the subcontract, the terms and conditions of this proposal shall prevail. We propose to furnish all labor, materials, and equipment for the following (individual line items shall not be selected separately without FPI's prior consent): Base Scone Pricin Item Unit of No. Description Meas. Qty Unit Price Total 1 Mobilization(s) LS 1 $100,000 $100,000 61 F 24" CIDH LF 3,075 $130 $399,750 62F 60" CIDH LF 1 1,284 1 $620 1 $796,080 $1,295,830 Alternate Pricing alternates.ta base scope) Item Unit of No. si-bescription Meas. Qty Unit Price Total Al Add Pay(Went and Performance Bond °/o TBD 0.8% TBD Project Inclusions & Scope Clarifications: 1. lea full mobilizations of equipment and resources to the project site. 2. Furnish and installation of production diameter CIDH piles. a. Concrete is included. Rebar excluded. b. Hoisting and dogging off the pile/column cage (one full length cage) is included , but we exclude final setting of the column cage and any temporary supports, e.g. guy wires, to keep cage one location before, during and after concrete pour. c. Furnish & install GGL tubes tied direct to rebar cage. d. Grouting of gamma gamma inspection tubes. e. Gamma gamma testing is excluded. f. Preparation of pile cutoffs is excluded. 3. Prevailing wages, including costs related to AB-219. 4. Hoisting and electricity for our own work. 5. Sales tax. 6. We have included costs to drill from top of pile cap for the abutments and near OG for the bent piles. Dune Palms Page 2 of 3 Project Exclusions: 1. Reinforcement. Others shall adequately tie and internally brace rebar cages suitable for trucking, handling and hoisting operations. a. There shall be a 12x12" clear space down center of cage to facilitate for tremie pouring. b. Rebar cages shall be furnished with plastic cage spacers or wheels that facilitate installations under expected conditions, not conc dobies that perform poorly during cage installations. 2. Removal of any overhead obstructions and/or relocation of energized electrical lines that are closer than the required minimum clearances per OSHA. Concrete washouts for our work. 3. Disposal of polymer slurry used during drilling process. FPI can breakdown slurry to near water state for disposal by others, please note some solids may remain in bakers for others to remove prior to mobe. 4. Preproduction Pile Load Testing or production pile testing, e.g. PIT, PDA, etc. 5. Survey and layout, we require 2 survey points per pile. 6. Noise and Vibration monitoring. 7. Location and protection of utilities and adjacent structures, which shall be performed by others prior to mobilization. 8. Traffic control, Barricades, Street sweeping, wheel washers, rocker plates or other SWPPP/BMP related items the site may require. Flagmen for material and equipment deliveries are included. 9. Any excavation, backfill or compaction. 10. Any work involving the handling of hazardous materials and any associated impacts. 11. Handling, stockpiling, off haul, and disposal of drill spoils, which may contain grout mixed with soils. 12. Any/all permits will be provided by others. 13. Protection of any adjacent properties or structures from any damages caused by pile installation. 14. Testing and inspection services, pile as -built drawings, all engineering and design, pile testing, plant inspections, pile installation record keeping. 15. Protection or repair of building pad (if required, by others). 16. Job specific safety or hazardous environment training. 17. Rebar bending, anchor plates, connectors, dowels, pile extensions, or pile embeds. 18. Any costs or provisions for night work, pricing herein based on daywork in regular shifts. 19. Protection from air and ground traffic is excluded. 20. Water, which shall be provided within 200ft of work location and at a rate of 150gpm. 21. Material and fuel escalation beyond 3% per annum. Qualifications: 1. Spoils from drilling operation will remain at pile locations for removal by others and may contain some grout and/or polymer slurry. 2. Chipping or cutoffs are to be performed when quantities of available piles are large enough for a productive and efficient operation that allows for full 8-hour workdays. Remobes at extra cost. 3. Excavation (by others) will be done after pile installation and prior to pile cut-off. 4. All permits (excluding hauling permits) shall be by others. 5. All overhead or underground obstructions shall be removed by others prior to mobilization. 6. Flat, level, stable, firm all weather pad and access shall be provided for all FPI equipment and support equipment. Maximum reach from center pin of equipment to center of pile locations not to exceed 10'. Any ramp access must be mutually agreed upon prior to site mobilization and shall not exceed a slope of 1:10. Access roads to be provided by others, and must be a minimum of 25' wide with a maximum grade of 5%. Work benches shall be at least 50ft wide. 7. Adequate, mutually agreed upon staging area for stockpiling material and erecting our equipment shall be provided by General Contractor. 8. Piles in general cannot be installed closer than T from centerline of pile locations to face of existing structures or 6' at building corners. 9. Price is based on working from top of pile cap elevation. 10. Pricing is based on working 8-11-hour shifts (at FPI's discretion), Monday through Friday, between 7:OOam and 6:OOpm, excluding holidays. 11. If, due to circumstances beyond our control, the price of steel, cement, or fuel increases substantially, we reserve the right to adjust our proposal to reflect these price increases. 12. Any forming or substrate preparation of pile surfaces. 13. This proposal is valid for 30 days. Bid Documents: 1. Dune Palms Rd Bridge Plans and special provisions 2. Caltrans standards 2018. Dune Palms Page 3 of 3 3. Addendums 1-4. This proposal is subject to the following Foundation Pile general terms and conditions: 1. Prime contractor/owner shall provide at no cost to ourselves: a. Suitable all-weather roadways with level access and minimum 25 feet wide work areas. All reaches are not to exceed 25 feet from center -pin to pile location (for truck/crawler cranes) and 10 feet from center pin to pile location (for drill rigs) without the use of mats. Stock pile areas for materials will also be needed. b. Protection of any adjacent properties from any damages caused by pile installation. c. Location and protection of utilities during pile installation operations, including all required USA notifications for piling. d. Establish and maintain pile layout and levels. e. Testing and inspection services, pile installation record keeping, and all engineering and design. No outside plant inspection. f. Public safety measures including flagmen and barricades, shoring or sloping shall be in accordance with O.S.H.A. and F.P.I. requirements. g. Permits. 2. Prime contractor shall remove at no cost to ourselves: a. Any man-made or placed obstructions overhead or underground that interfere with pile isntallation operations, and pay our delay and/or extra work costs caused thereby. b. Drill spoil and water. 3. Prices are based on: a. Installing all piles in 1 continuous operation(s) in the most efficient sequence and include(s) rig mobilization(s) as specified alcove. Additional mobilizations shall be at the rate in this proposal. Extra work or delay time will be at T&M rates plus mark-up. All back charges/claims must be signed by both parties. b. Our providing only the following insurance coverage for our operations in the following amounts: Workman's Comp.: Statutory BI: $1,000.000.00 PD: $1,000,000.00. c. Our performing our work under accepted prevailing local union labor conditions. Any costs to us caused by your non-compliance with union conditions shall be for your account. d. Our working the standard shift Monday through Friday. e. Should local noise abatement regulations require us to work premium or shortened installation shifts, equipment modifications, change of operating methods, etc., we shall be reimbursed for our added costs. f. All pile locations must be a minimum of 30" from any non -removable structure to center of pile. 4. Prices do NOT include the following: a. Cost of any payment and/or performance bond. b. Pile extensions nor splices. c. Stockpiling of pile cut offs. Loading out chipped DACP concrete debris is included. d. Excavation and dewatering. e. Any liability for liquidated damages and liability for delays beyond our control to job schedule Job schedule must be accepted by Foundation in writing. We estimate that we can start 30 clays after receipt of subcontract, approved shop drawing, notice to proceed, and materials. f. Indemnification and additional insurance — Prime contractor shall defend and indemnify Foundation from all claims, losses, damage and injury occurring due to, or arising out of, Items, risks, or work excluded by Foundation herein, including design defects. Any Additional insurance provided by Foundation shall exclude from defense and indemnity the prime contractor's and/or owner's own independent negligence, and all damages arising out of said excluded items, risks and work. Foundation reserves the right to maintain self -insured retentions and deductibles in amounts economically available in the insurance market and requires that any additional insured to pay same in advance as a condition of any tender to the insurance carrier providing additional insurance. 5. Payment for 90% of the work completed the preceding month shall be received by the 100, of the following month and payment in full shall be made within 30 days after the piles have been installed. A charge of 1 /z % per month (18% per year) will be charged on past due accounts. Payment in full shall be made if a break in the continuity of the work exceeds thirty-five (35) days. Thank you for the opportunity to quote this work. Accepted: _ Respectfully submitted, Company By: Foundation Pile, Inc. Authorized Signature Title Date: By' Dave Giwosky, Senior Estimator P�k �n�s s I I 9ZJ 5 Z 7 . { ' 1 GeoStructural Engineering Inc 1 October 4, 2022 P. 1 of 7 TO: Estimating Department FROM: Andre Hawks, PhD, PE Principal, Founder, RMO Geostructural Engineering Inc (GSI) CA DBE & MBE Certification #46897 CA SBE & SBE Public Works Certification #2016781 CSLB License #1062689 Fed EIN # 47-5289464 DIIR Registration # PW-LR-1000569/89 RE: Dune Palms Rd BID Letter REV 0 , y' Dear Estimating Team, Provide labor, material, and equipment necessary to provide the following Aices per a mutuaIIy agreed t schedule, mutually agreed to number of crews and equiptp.e-nt, and mutually agreed to contract tetrras GSI recognizes Addendums 1 to 3. These Terms become part of Any Subcontract. Price ibased Qn-these Terms and Conditions Bid Item Item Desc! j lion y; Unit Price Quantity Extension 1-1 Mobilization- 24" CIDH Y $94,000 1 LS $94,000 1 EA from Yard to obsite: 1-2 Mobilization- 60" CIDHv $104,000 1 LS $104,000 1 EA from Yard to obsite >,r GSI 1 24" CIDH Gamma Gamma Risk,, $40 3,076 LF $123,040 GSI 2 60" CIDH Gamma Gamma Risk $60 1,284 LF $77,040 61 24" CIDH Piles $200 3,076 LF $615,200 Drill Out, Set Cages Provided by others, Furnish/Pour Concrete 62 60" CIDH Piles- Optional $550 1,284 LF $706,200 DrillOut, Set Cages Provided by Others, Furnish/Pour Concrete GSI 1 Deduct if Choose Buei 24" & 60" CIDHs $70,000 1 LS $70,000 NOTES: (� 1 Please note: /11er June 2023 will incur a 9% price increase from pricing above and every year thereafter VVV 2. Pricing assums will be givento a REV Drill drillrig or equivalent for 24" CIDHs, EK125 for 60" CIDHs,e, and Concrete Boom Pump. Drill Rig cut sheets attached 3. Pick distance for RT Crane fro larger than 30 ft 4. Notice: GeoStructural Engineering's current bonding capacity does not permit it to bond in excess of $2,000,000 for single bond and in excess of $4,000,000 in aggregate at bond premium listed above. Subcontract will be divided into multiple $7,000,000 contracts if necessary. If listed by Customer, Customer agrees it may not substitute out Geo5tructural Engineering on account of bonding capacity or bond limits, or inability to provide a greater sum bond. Bond premium shall be an -extra cost to the subcontract 5. Duration for Bid Item 61 is 24-36 Days 6. Duration for Bid Item 62 is 12-17 Days www.geostructuralengineering.com 25A Crescent Dr # 185 — Pleasant Hill, CA 94523 Email: andre.hawks@geostructuralengineering.com -� Cell: 707-322-3507 Tunnels/Shafts — Shoring — Micropiles ,.. Soil Nails — Tiebacks — Helical Piles/Tiebacks — Auger Cast Piles Soils Reports — Structural Engineering — Solider Piles & Wood Lagging — Special Inspections — Retaining Walls GeoStructural Engineering Inc Email: andre.hawks@geostructuralengineering.com Cell: 707-322-3507 2 Pricing based upon the following assumptions: 1. Pricing assumes equipment will be compliant with CARB. or individual air districts but not .necessarily Tier 4 Final..lf Tier 4 Final equipment is required.a change: order shall be presented - 2. Pricing. assumes that project does not have a PIA and hiring local residents is NOT required A. Work is done continuously from start to finish with no interruptions in production Monday to Friday not including holidays during DAY SHIFT hours 8-10 hours a day. Accelerate4 schedule not included Pricing for concrete assumes concrete will be delivered in full loads between the hours of 6 AM and 3 PM Monday to Friday. 5 minutes per CY of unloading time included in price above. Every minute thereafter will be charged at $10/minute. Additional charges are listed below: a. Concrete delivered between 3 PM and 6 PM Monday to Friday shall have a $185/hr per truck plus $20/CY. ° b. Concrete not available between 12 PM Saturday and 6 AM Monday. c. Minimum 100 CY charge for Saturday pours. d. $10,000 fee in addition to concrete cost to prequalify mix designs. 5. General Contractor shall participate in Electronic Funds Transfer program with owner to expedite payment between itself and owner 6. GSI will be paid via ACH 7. Net 30 calendar days payment terms regardless of payments between other entities. Delayed payments shall accrue finance charges of 1.5% per month. 8. GSI provides insurance per attached Certificate of Insurance. Any insurance beyond current limits will incur additional cost at cost plus 25% mark up. 9. Change Orders & Standby Time shall be at Caltrans force account rates absent other agreement in writing. 10. Net 30 calendar days payment terms for materials onsite via Materials On Hand provision 11. In lieu -of --Bonding 0-5% Retainage taken out of progress payments to be determined upon subcontract negotiations., Retainage is due when work is accepted by the, owner. No "paid when paid" clause or terms. If any "Bonding is provided Retainage shall -be 0% 12. All material pricing is based upon approval of a Joint Check agreement between GSI and its vendors. Pricing to increase if Joint Check agreement is not approved due to finance charges. General Contractor to submit and obtain Joint Check agreement approval by owner and any other funding agency at no -cost to GSI before material is ordered. 13. Joint Check agreement shallask permission for Joint Check to be deposited into vendors account then GSI's payment shall be transferred to GSI from vendor. 14. GSI's vendors shall Prelien the project as is customary and required by California law. 15. Pricing is valid for 30 calendar days only. 16. Submittals needing a CA PE stamp shall be done with $1 million per and $2 million aggregate E&O coverage 17. In the event that Subcontractor is prevented or delayed from performing or is unable to perform any of its obligations under this Agreement due to any act of God, acts or decrees of government, fire, casualty, flood, earthquake, strike lockout, labor shortage, epidemic, pandemic, event causing construction to be impractical or impossible, interruptions in the supply chain, unusual delays in deliveries, or any other event or circumstance beyond the reasonable control of the party affected (collectively a "Force Majeure"), Subcontractor shall give prompt written notice to the other party, and its performance shall be excused, and the contract time and contract cost shall be extended to reflect Subcontractor's actual time impact and costs of the delay and re -mobilization, including but not limited to the costs of material, rental equipment, and labor, and shall be reflected in a mutually agreeable schedule and Change Order before the resumption of Subcontractor's performance. } 2 GeoStructural Engineering Inc Email: andre.hawks@geostructuralengineering.com Cell: 707-322-3507 18. If the force majeure event is for an uninterrupted period in excess of 14 days, then Subcontractor shall have the option, at its sole discretion, to be excused from performance under this Agreement. 19. This Force Majeure Clause shall specifically apply to: 1) an epidemic, pandemic, or other contagious disease, to specifically include, but not be limited to; COVID-19; 2) actions or Orders of government or political entities in response to such contagious diseases, such as mandatory or discretionary quarantine restrictions or isolation orders or directives; 3) a declaration of a national, state, municipal, or local emergency due to such contagious disease; and 4) a change in law making performance impossible or physically or economically impractical, or tantamount to a cardinal change. 20. In the event of a conflict or ambiguity with any other provision of this Agreement, this -Proposal including this Force Majeure Clause shall take precedence and control. 21. GSI shall receive written notice to proceed after agreement is executed and 30 days prior to mobilization jobsite. Customer shall provide GSI meaningful input into the schedule which shall be agreed in writing. Excess mobilizations caused by changes at odds with Proposal are extra work. 22. These conditions and this Proposal shall be attached to and become part of the contract and shall take precedence over any conflicting provisions. 23. Should conditions be encountered during the performance of GSI's work which differ from those (a) specified by the contract documents or soils data provided to GSI which are not a part of the contract documents, or (b) those ordinarily encountered and generally recognized as inherent in work of the character provided in the contract, an equitable adjustment and time extension will be made to cover the resulting costs. 24. Other than for its own proven negligence, GSI assumes no responsibility for damage to existing improvements or structures above or below grade. Each party shall defend, indemnify, and hold the other party harmless from all claims, damages, losses, expenses including attorney's fees, arising from each party's respective or own fault. Any proposed subcontract provision which requires GSI to defend, indemnify and insure general contractor and/or owner in excess of GSI's proportionate share in the total fault causing the loss or damage is excluded. 25. If through no fault of GSI, we are unable to complete the work as described, we may terminate this agreement by written notice and shall be paid for the percentage of work completed including unrecoverable costs of materials. 26. Pricing assumes General Contractor to provide and maintain safe, dry, all-weather and reasonable access with unlimited drill09 Qverhea:d clearance that is accepted and approved by GSI's foreman for ingress and egress of track or rubber mounted drill rig, equipment, crew members, subcontractors and suppliers to work locations including swing radius and for support equipment including but not limited to forklifts, material trucks, concrete trucks and pumps. 27. Pricing assumes General Contractor to provide safe, secure, dry, all-weather onsite storage area for materials and equipment 28. Pricing for items involving drilling assume drilling through strata as shown in the contract documents. Drilling through man-made or other conditions that impede the normal drilling process shall be charged at T&M rates at cost plus 35% mark up on Labor and cost plus 15% mark up on equipment and materials due per Net 30 payment terms. 29. Any controversy or claim arising out of or related to the contract, or the breach thereof, shall be settled by binding arbitration in accordance with the Construction Industry Rules of the American Arbitration Association. In any arbitration, legal proceeding or suit between the parties, the prevailing party shall be entitled to recover costs, expenses of arbitration, and reasonable attorney's fees. 30. Sales tax rate of 83M/u' GeoStructural Engineering Inc Email: andre.hawks@geostructuralengineeting.com Cell: 707-322-3507 �F Items To Be Provided �y Ot eta At No Cost To GS1 and Material to this Proposal and Price: 1. Traffic Control including Drill Rig deliveries 2. Accessible roads, free of snow and mud, for heavy truck traffic in all weather including 9 axle loads 3. _All weather fiat bench for personal, equipment, and materials; 4. Ramps to access all weather flat bench on both ends shall be no steeper than 5 degrees 5. Minimum two port a potty with wash station that will be serviced minimally once a week 6. Concrete/Grout washout station to be emptied as directed by GSI onsite foreman 7. Continuous removal of excess grout, shotcrete, soil/rock cuttings. GSI will shovel these items out of its way but will NOT place any of these items into a pile . 8. Surveying and layout including but not limited to the following: a. Survey Feather at the center of every CIDH Piles b. 10 and 20 ft offset stakes for elevation control 9. Debris Bin. Debris Bin to be emptied as directed by GSI onsite foreman 10. Coring, testing, and disposal of test panels 11. Operated and Maintained Lighting Plants for work for evening and night shifts 12. Continuous Water to be provided to GSI at no cost by others within 20 ft of work being completed with minimum 100 GPM and 100 psi pressure �j 13. Any treatment and disposal of water and or drill slurry from construction or infiltrating ground water ( including Baker Tanks. 14. USA white paint markings per GSI's request 15. CIDH Pile rebar cages at each hole Exclusions: 1. All permits, testing & sampling, inspections, and laboratory testing services, including, but not limited to, welding inspector, concrete cylinder testing, etc 2. The cost of bonds, if required. All cost of bonds shall be borne by others 3. Any and all gas testing and/or monitoring 4. Any and all scope not specifically listed 5. SWPPP instalment or maintenance 6. Removal of Hazardous Materials 7. Protection and Location of any existing improvements or utilities 8. Waiver of Subrogation and other insurance endorsements 9. Temperature control of reinforcement and receiving surfaces r 10. Incidental, Consequential, and Liquidated Damages limited to up to 0% of GSI's contract value 11. Top of Pile chipping 12. Back chatges due to Pile repair from Gamma. Gamma or CSL testing. GC to account for Pile. repair in their schedule 5 - `Geostructural Engineering Inc 7172 Regional St #440 Dublin CA 94568 GeoStructural Engineering Inc (GSI) is a C.alifomia based, DX,S/BE-, SBE Public Works, engineering and construction Firm founded in 2015 with experience supplying Engineering, Estimating and Construction services to both General Contractors and Owners/Architects. Before creation of GSI, GSI's founder has both Heavy Civil Engineering and Construction experience since 2000 starting with building Wine Caves in the Napa Valley followed by working for Drill Tech, Brierley Associates, Jacobs Associates, Kiewit, and Charles Pankow Builders. At GSI we integrate construction and engineering to produce efficient cost effective designs: 1. Structural Engineering ( Masonry, Wood, Concrete, & Steel design) 2. Tunnel & Shaft Engineering ( Wine Cave, Underground Parking, Access Shaft) 3. Geotechnical Engineering ( Soils Reports, Geotechnical Characterizations, etc) 4. Deep Injection Polyurethane Ground Improvement Engineering 5. Structural Observations (Sheet Walls, Tiedowns, Drilled Piers, Shotcrete Placement, etc) 6. Temporary/Permanent Shoring & Retaining Walls ( Soldier Pile & Wood Lagging, etc) 7. Foundation Systems ( Underpinning, Helicals, Micropiles, Drilled Piers, Auger Cast Piles) 8. Driven Foundations ( Sheet Piles, CISS Piles, HP Piles, Precast Concrete Piles) 9. Independent Cost Estimates for Owners/Developers & CMGC Opportunities .3ERTIFICATI ONS/LICENCES: CA DBE & MBE Certification #46897 CA SBE & SBE Public Works Certification #2016781 CSLB General Engineering License/1-LAZ/C57 #1062689 CA PE License # C79010 DIR # PW-LR-1000569889 NAICS CODES: 541330- Engineering Services 541340- Drafting Services 541490- Other Specialized Design Services 541614- Process, Physical Distribution, and Logistics Consulting Services 541618- Other Management Consulting Services 237210- Land Subdivision 237310- Highway, Street, and Bridge Construction 237990- Other Heavy and Civil Construction 238110- Poured Concrete Foundation and Structure Contractors 238190- Other Foundation, Structure, and Building Exterior Contractors 238990— Other Specialty Trade Contractor 425120- Wholesale Trade Agents and Brokers UNSPSC CODES: 81100000 - Professional Engineering Services 81101500 - Civil Engineering 81101505 - Structural Engineering 81101514 - Geotechnical Engineering 72153901 - Shoring and Underpinning Work 72141108 - Tunnel Construction and Repair Service 72152710 - Foundation and Footing Construction Service 80101600 - Project Management 81141601 - Logistics WORK CODES ON BACK Andre Hawks, PHD, PE Cell: 707-322-3507 andre.hawks@geostructuralenginee:ring.com E&O COVERAGE AND CERTIFICATIONS AVAILABLE UPON REQUEST www.geostructuralengineering.com Drilled Pile for Shoring at George Washington HS in San Francisco, CA Moment Frame Foundation Helical Peter Hansen Elementary School in Mountain House, CA WORKCODES 600 Kips Compression Test for Auger Cast Piles in Manhattan Beach, CA G1001 DROP -SHIPPER; G1003 WHOLESALE TRADE AGENTS AND BROKERS; C4602 GROUND ANCHOR; C8705 DESIGN; C8710 ENGINEERING; C8765 DRAFTING; C6552 JACKED REINFORCED CONCRETE PIPE; C9999 BROKER; C4905 SOIL STABILIZATION; C4906 CAST -IN -DRILLED -HOLE CONCRETE PILING; C4901 FURNISH & DRIVE PILING; C0653 STEEL SOLDIER PILES; C0654 TIMBER LAGGING; C8733 CONSTRUCTION ENGINEERING & INSPECTION SERVICES; C8773 Construction Management - Highway, Street and Bridge Construction; C8774 Construction Management - Land Subdivision; C8776 Construction Management - Other Heavy and Civil Construction; C8800 Construction Estimating and Costing; C8780 Engineering - Geotechnical; C8783 Engineering - Structural; C5201 REINFORCING STEEL; C1970 EMBANKMENT CONSTRUCTION; C6680 JACKED CORRUGATED STEEL PIPE; C7041 JACKED WELDED STEEL PIPE; C9829 RETAINER WALLS; Revised 8/19/2022 1 PAGE 1 DON H. MAHAFFEY DRILLING CO. CBE I DBE I LSBE I MBE I SBE I WBE October 5, 2022 To All Bidding Prime Contractors Project: Dune Palm Bridge - CIDH Quote No.: 7863.1 PROPOSAL AGREEMENT Governed by the terms and conditions attached hereto, Don H. Mahaffey Drilling Co. ("Mahaffey") proposes the following: Item No. I Description Unit Qty Unit Price TOTAL 1 Mobilization LS 1 $ 150"600.00 $ 150 000.00 61 24" CIDH PILING LF 3076 $,;'" 195.00 $ 599,820.00 62 60" CIDH PILING LF 1284 $ 900.00 $ 1,155,600.00 SECTION 1. INCLUSIONS. 1. Drilling for the installation of the Cast -In -Drilled -Hole -Piling ("CIDW or "Pile"). Mahaffey has included using the wet hole drilling method to stabilize the hole. Mahaffey excludes the use of full-length temporary casing. 2. Hoist and place CIDH reinforcing steel, furnished by others. CIDH cages shall be provided by Client to in accordance with Section 4, Item 24 of this Agreement 3. Furnish and place 4,000-psi concrete by the tailgate method to Pile cut-off elevation. 4. This Agreement is based on performing work in a maximum of ONE (1) continuous, uninterrupted operation in the most efficient sequence for Mahaffey. This Agreement includes a maximum of ONE (1) single rig mobilization and demobilization. Additional full mobilizations, mobilizations that require Mahaffey to move off the job and come back, will be billed at the additional rate of $200,000.00/EA. SECTION 2. SCHEDULE. 1. The Principal Sum quoted herein is valid through June 30, 2023, provided this Agreement is accepted within 10 days from the date hereon; however, Mahaffey reserves the right to adjust its' prices at any time to allow for price increases for cost of labor, material, and equipment. All material included in the Principal Sum is subject to prior sale. For any portion of any Bid Items that are completed after June 30, 2023, add 7% to the Unit Price annually for each f 2-month period after June 30, 2023. 2. Any and all schedules affecting Mahaffey's work on the Project shall be mutually agreed upon by the parties. 3. All excavations affecting Mahaffey's Work shall be performed by others in a schedule and sequence agreed to in writing by Mahaffey in advance. 4. Should Mahaffey be delayed from the mutually agreed upon, written progress schedule and start date, Mahaffey will be entitled to extended home office overhead in accordance with the Eichleay method for costs of funding. 5. Mahaffey is not responsible for delays or liquidated damages if it stops work for non-payment. 6. Client must account for additional scheduling time for pile review, plan review, and possible mitigation. Client must include the maximum requisite time allowed to the agency in charge of Pile and report review. Mahaffey will not be responsible for delays or liquidated damages if Client fails to appropriately schedule for pile review, report review, and mitigation work. 7. This Agreement is based on working day shifts, Monday through Friday, A typical shift will be 12 hours. Client is responsible to include necessary full-time inspection for each shift. the hours of which shall be at CLIENT INITIALS MAHAFFEY INITIALS 1800 S. ALAMEDA STREET I COMPTON, CA 902211 P: (310) 668-2030 I_F: (310) 668-2040 www.MahafPeVDrllling.com I CA 139513 A HAZ I DIR 1000033440 Revised 8/19/20221 PAGE 2 DON H. MAHAFFEY DRILLING CO. CBE I DBE I LSBE I MBE I SBE I WBE Mahaffey's sole and exclusive discretion. Should Client require working hours other than those described they will be performed at applicable overtime rates and billed in accordance with Section 6 of this Agreement. Should Client require working at night, Client will be responsible for applicable overtime rates, as well as applicable concrete plant opening fees and concrete truck overtime fees associated with night work. SECTION 3. TERMS OF PAYMENT. 100% of Mahaffey's invoice shall be paid within 30-days of invoice date. Full and final payment shall be made no later than 35-days of Mahaffey's demobilization. Retention shall not be withheld. If any portion of Mahaffey's invoice is disputed, Client must notify Mahaffey, in writing, within five (5) days of receipt of Mahaffey's invoice. If notice is not timely received, Client is not entitled to later claim a good faith dispute as to Mahaffey's invoice. If payment or any portion thereof is delinquent, Client agrees to pay, in addition to any and all delinquent amounts, 2.0% per month or 24% annual rate as liquidated damages on the unpaid balance. The parties acknowledge that such charges are reasonable considering all the circumstances existing on the date of this Agreement, including (1) the relationship of the charges to the range of harm that Mahaffey can reasonably anticipate; and (2) the anticipation that proof of actual damages would be costly or inconvenient as a result of the failure to make payment when due. Mahaffey's payments are not contingent upon payment to Client by others. Past due payments may be cause for cessation of Mahaffey's work. SECTION 4. EXCLUSIONS. 1. DRY, LEVEL, STABLE, CONTINUOUS, UNOBSTRUCTED ACCESS AND DRILLING PLATFORM IN COMPLIANCE WITH ANSI A10.23-2019 (SAFETY REQUIREMENTS FOR THE INSTALLATION OF DRILLED SHAFTS) SECTIONS 6.1.1 AND 6.1.2 (SITE CONDITIONS) AND CFR TITLE 29 (SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION) SUBPART CC 1926.1402(B) for all equipment and material trucks moving under their own power to: (1) within 5-foot horizontal reach of center of Pile; and (2) at top of concrete/Pile cutoff elevation. For Soldier Pile Walls Access to be provided at one (1) foot below top of pile elevation. Access must be safe, suitable and timely without mats to all areas of work. Access includes but is not limited to furnishing of materials, acceptable ramps, benches and maintenance of same. Any ramp access must be mutually agreed upon prior to site mobilization and shall not exceed a slope of 5:1. Access roads to be provided by others and must be a minimum of 25' wide with a maximum grade of 3%. Work benches shall be at least 25ft wide. 2. REMOVAL, RELOCATION OR PROTECTION of any existing utilities, roads, hardscaping, power lines, structures, sidewalks, curbs, gutters and/or landscaping either above or below ground, which may interfere with Mahaffey's work, whether or not depicted on any Contract Documents. Power lines closer than legally permissible are to be removed or de -energized by others. When Client requests Mahaffey to commence work on the above referenced construction project, that request will constitute Client's representation to Mahaffey that it has located all above or below ground utilities, structures, sidewalks, curbs, gutters and/or landscaping and that Client has taken all necessary and appropriate action to ensure that the work to be performed by Mahaffey can be performed safely without any threat of injury or damage to persons or property. Client is responsible for all "Dig Alert" notifications and interpretations and ensuring that drilling locations do not impact existing utilities and / or facilities. Provide "Dig Alert" number and initials 3. UNDERGROUND PILE IRREGULARITIES ("blow -outs", "mushrooms" "blow-togethers", anomalies, etc.) revealed by excavation. Unless wet -hole construction is explicitly included in Section 1 of this Agreement, Mahaffey is not responsible for underground pile irregularities revealed by any pile testing. 4. PROVIDING AND MAINTAINING ALL SURVEY, LAYOUT, FIELD ENGINEERING, TRANSIT AND LEVEL WORK, as required by Mahaffey, to clearly mark and accurately confirm the top of rebar cage and concrete elevation, in addition to center hubs, reinforced points and grade stakes for concrete and steel placement at each pile location. 5. HANDLING, DISPOSAL AND REMOVAL OF SPOILS (liquid or solid including but not limited to dirt, mud, rock, concrete, slurry, water, drilling fluids, any materials expelled by the shaft or any other by-product) resulting from any of Mahaffey's work. Spoils removal shall be performed by others on a continuous basis so as not to delay Mahaffey. CLIENT INITIALS MAHAFFEY INITIALS 1800 S. ALAMEDA STREET I COMPTON, CA 902211 P: (310) 668-2030 1 F: (310) 668-2040 e+�tina�.PAaraYeyDrillinE{ com I CA 139513 A HAZ 1 DIR 1000033440 Revised 8/19/20221 PAGE 3 DON H. MAHAFFEY DRILLING CO. CBE I DBE I LSBE I MBE I SBE I WBE 6. PROVIDING, MAINTAINING, AND DISPOSING OF CONCRETE IN CONCRETE WASHOUT AREAS for both concrete mixer trucks and concrete boom pumps. 7. REMOVAL, HANDLING AND DISPOSAL OF TOXIC AND/OR HAZARDOUS MATERIALS. Client shall provide a level 'D' working environment. Client shall defend, indemnify, and hold Mahaffey harmless in any and all actions arising out of or pertaining to discovering, encountering, handling, or exposing toxic or hazardous wastes, as defined by the United States Government. 8. JOBSITE SECURITY TO AVOID VANDALISM AND/OR THEFT OF EQUIPMENT. All costs related to the replacement and/or repair, including lost time, due to vandalism and/or theft shall be borne by Client. 9. TRAFFIC CONTROL OF ANY KIND, including but not limited to: material handling plans, traffic protection equipment, and watchmen are to be provided by others. 10. DUST CONTROL. 11. STREET CLEANING. 12. ELECTRICAL POWER TO WITHIN 50' OF MAHAFFEY'S OPERATIONS. 13. CONSTRUCTION LIGHTING TO WITHIN 50' OF MAHAFFEY'S OPERATIONS. 14. SANITATION FACILITIES TO WITHIN 50' OF MAHAFFEY'S OPERATIONS. 15. CONCRETE BATCH PLANT OPENINGS. 16. ENVIRONMENTAL CONTROLS, including, but not limited to: noise, vibration, exhaust fumes and any other environmental hazards or annoyances. 17. PERMITS, DRAWINGS, INSPECTION, TESTING, including by not limited to: on -site permits, as -built drawings, shop drawings, inspections, observations, monitoring, easements, concrete approval testing, concrete quality testing, concrete durability testing, concrete testing of any type, testing of any type, and inspection reports. Client is responsible to have full-time inspection at all times. Any "down -hole" inspections shall be performed at the sole risk of the Contractor and shall exclude the use of any of Mahaffey' equipment and/or personnel. 18. PROJECT -SPECIFIC PERSONAL PROTECTION EQUIPMENT AND/OR ALL CALOSHA MINING AND TUNNELING / MSHA REQUIREMENTS, INSPECTORS, OR INSPECTION. 19. CONFINED SPACE ENTRY. 20. PLACEMENT OF: dowels, anchor bolts, keys or any formwork above or below existing grade (unless specifically included in Section 1 of this Agreement). Even if formwork has been included in Section 1 of this Agreement, Client is responsible for removing any and all formwork above or below existing grade (i.e., corrugated metal pipe, steel casing, sonotube, etc.) that conflicts with its operations. 21. ANY AND ALL CHIPPING AND SANDBLASTING. 22. GROUNDWATER AND/OR POLYMER DRILLING FLUID CONTAINMENT. Unless the wet -hole construction method is specifically included in Section 1 of this Agreement, Client shall furnish, maintain, and clean a sump, holding tank, Baker tank, desilting basin or any other adequate type of within fifty feet (50') of each Pile location. 23. CONSTRUCTION WATER. Construction water will be paid for by others and brought to within fifty feet (50') of each Pile location. A sufficient amount of construction water, in Mahaffey's sole and exclusive discretion, shall be continuously available and shall not create a delay to Mahaffey's operations. 24. REINFORCING STEEL AND REBAR SPACERS. If Section 1 of this Agreement includes Mahaffey hoisting reinforcing steel, the material is to be furnished and fabricated by others and delivered sufficiently braced to retain their shape during handling. Rebar cages shall have at least a 12xl2" clear space down the center to allow for pouring with a tremie or concrete delivery tube. Delivery of steel is to be made to each shaft location within a 10-foot reach of Mahaffey equipment. Steel will be secured a maximum of 3-feet above top of Pile elevation or existing grade. Client's shall secure and maintain accurate positioning of steel extending above Pile cut-off elevation and detach the rigging from the steel above grade. Client shall provide the appropriately sized plastic clip rebar spacers fit securely on the rebar cage and do not require any modifications by Mahaffey. Further, Client shall provide any and all splicing and be responsible for all costs associated therewith, whether by Mahaffey, itself, or others. 25. PREMIUM TIME OF OTHERS, including, but not limited to any and all inspectors, owner's representatives, consultants, other subcontractors, and Client. 26. BONDING. If Mahaffey elects to provide a bond, in its sole and exclusive discretion, the entire premium shall be paid by others and the obligee shall provide to Mahaffey a Bond Status Report immediately upon request. 27. ALL ITEMS not specifically included are excluded. CLIENT INITIALS MAHAFFEY INITIALS 1800 S. ALAMEDA STREET I COMPTON, CA 902211 P: (310) 668-2030 1 F: (310) 668-2040 wynvAAahalloyDrilllnpeom I CA 139513 A HAZ I DIR 1000033440 Revised 8/19/2022 1 PAGE 4 DON H. MAHAFFEY DRILLING CO. CBE I DBE I LSBE I MBE I SBE I WBE SECTION 5. GENERAL CONDITIONS. 1. UNLESS SPECIFIED IN SECTION 1 OF THIS AGREEMENT, this Agreement is based on drilling using conventional earth augers in soil free of rock, water, caving, man-made obstructions or other conditions that impede the "normal" drilling process. Work items such as casing, rock drilling, coring, dewatering, hand - mining, hand -cleaning, shoring of bells, etc. will be charged at the Extra Work Rates listed in Section 6 of this Agreement. Mahaffey reserves the right to stop work until any dispute regarding delay and/or obstruction is resolved. 2. NO WORK exclusive of work included in Section 1 of this Agreement will be performed without a fully executed, approved change order acknowledging the description of extra work and pricing. 3. DRILLED SHAFTS must be accepted or rejected upon completion of excavation and prior to placement of concrete and/or steel. Allowing placement of materials constitutes final acceptance. Changes made after acceptance will be at extra cost. 4. BACKCHARGES to Mahaffey will be accepted only if agreed to and signed for by an authorized representative of Mahaffey. 5. MAHAFFEY'S STANDARD INSURANCE COVERAGES are as follows: (1) Worker's Compensation: as required by law; (2) Employers Liability: $1,000,000 each accident; (3) General Liability: $1,000.000 each occurrence/ $2,000,000 aggregate; and (4) Auto Liability: $1,000,000 combined single limit, "any auto". Waivers of Subrogation are excluded from this Agreement. C.C.I.P or O.C.I.P. supplied by others does not I esult in a reduction of the Principal Sum quoted herein. If additional insurance is available to Mahaffey and requested by Client, then the premium associated with additional coverage that Client requests shall be solely the responsibly of Client and shall be billed in accordance with Section 5 of this Agreement. 6. MAHAFFEY is not responsible for liquidated damages and/or incidental, consequential, direct, or indirect damages incurred by Client as a result of Mahaffey's work. 7. NOTWITHSTANDING anything to the contrary elsewhere in the Contract Documents or any subsequently executed agreement between Mahaffey and Client, Mahaffey specifically excludes the duty to defend, indemnify and/or hold harmless any entity and/or person related to and/or associated with this Agreement and/or subsequent contract, for work described herein, beyond its proven pro rata share of fault. Mahaffey's duty to defend shall be contingent upon a prior determination of its proven pro rata share of fault. 8. CLIENT is defined as the entity hiring Mahaffey to perform the work described herein. 9. THIS AGREEMENT is made for Client's acceptance within ten (10) days and shall become a part of any subsequent Subcontract Agreement. In the event of any conflict between the provisions of this Agreement, the Contract Documents, and any subsequently executed written contract for work covered by the terms of this Agreement, the terms and conditions of this Agreement shall prevail. 10. ANY CONTROVERSY arising out of or relating to this Agreement, any subsequent Subcontract Agreement, the construction of the project, or regarding the performance or interpretation of this Agreement or Subcontract Agreement shall be submitted to arbitration. Arbitration shall be had in accordance with the Construction Industry Rules of the American Arbitration Association in effect at the time of the arbitration. All proceedings shall be held in Los Angeles County and in English. The prevailing party shall be entitled to an award of costs and fees, including but not limited to filing fees, arbitrator's fees, expert witness fees and attorney's fees. Any monetary award shall take into account and include compensation for delayed payment, including the aforementioned reasonable rate of interest, and compensation for any decline in the value of money. This arbitration clause shall survive the termination of this Agreement or any subsequent Subcontract Agreement. The decision of the arbitrator shall be final and binding and may be entered as a judgment in any court of competent jurisdiction. The arbitration award shall not be modified or set aside on appeal except as authorized by applicable law or for error of law. 11. MODIFICATIONS to this Agreement must be initialed by an authorized representative of Mahaffey. 12. THIS AGREEMENT constitutes the full agreement of Client and Mahaffey. This Agreement supersedes any verbal agreement and/or oral representations and warranties that preceded this Agreement. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto, their respective successors and permitted assigns. The law of the California shall govern the terms and conditions contained herein. Headings and bolded terms are provided for convenience only, not for the interpretation of this Agreement. Client and Mahaffey are independent contractors; neither party shall be deemed to be the agent, servant or employee of CLIENT INITIALS MAHAFFEY INITIALS 1800 S. ALAMEDA STREET I COMPTON, CA 90221 1 P: (310) 668-2030 1 F: (310) 668-2040 wnvwAlahafFe ❑rlllin .com I CA 139513 A HAZ I DIR 1000033440 Revised 8/19/2022 1 PAGE 5 DON H. MAHAFFEY DRILLING CO. CBE I DBE I LSBE I MBE I SBE I WBE the other for any reason or purpose. No failure of Mahaffey to enforce performance of any terms or covenants, or to exercise or delay in exercising any right, under this Agreement shall operate as a waiver thereof, nor shall any single or partial exercise of any right hereunder preclude any other or further a exercise thereof or the exercise of any other right. If any provision of the Agreement is held to be invalid or illegal by a Court of competent jurisdiction, the invalid or illegal term will be deemed excluded from this Agreement and will not invalidate the remaining terms contained herein. 13. BY LISTING MAHAFFEY at bid time, Client has accepted all terms and conditions contained in this Agreement. Moreover, Client is required to take ALL bid items listed in this Agreement. SECTION 6. EXTRA WORK. Any and all work (labor, equipment, and/or materials) not previously described in this Agreement will be invoiced according to Caltrans Extra Work Force Account rates. Accepted: Signature:._ Print Name: Title: Date: For: CSLB #: CLIENT INITIALS Respectfully Submitted, Don H. Mahaffey Drilling Co. _ Signature: Print Name: Title: Date: For: Don H. Mahaffey Drilling Co. CSLB #: 139513 A- HAZ MAHAFFEY INITIALS 1800 S. ALAMEDA STREET I COMPTON, CA 90221 1 P: (310) 668-2030 1 F: (310) 668-2040 lrna yBehaflevDrilling.com I CA 139513 A HAZ I DIR 1000033440 Estimating From: Matt Tullius <matt@mahaffeydrilling.com> Sent: Wednesday, October 5, 2022 1:01 PM To: Mahaffey Subject: Dune Palm Bridge Attachments: 7863.1 - Dune Palm Bridge - CIDH.pdf Please see attached. Sincerely, Matthew Tullius I Estimator/Project Manager Work: 310-668-2030 Ext. 5 1 Fax: 310-668-2040 Cell: 310-345-5911 www.MahaffeyDrilling.com DBE/MBE/WBE/SBE Equal Opportunity Employer "Better tomorrows are built on strong foundations."