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Home My WebLink About2022 CON Tri-Group Construction Inc. - Citywide Safe Routes to School CIP No. 19-04 Change Order No. 5!l4 lliONNIA NATIONALCITY -----,-E4r122:10ercr?) Citywide Safe Routes to School CIP No: 19-04 Contractor: Tn-Group Construction Inc. CHANGE ORDER NO. October 271 2022 Reason/Purpose for this Change Order: The contractor was directed to construct additional C-9 wall and handrail behind sidewalk. The City of National City and Contractor agree to the following change to the original Contract The City has directed the contractor to construct an additional 31 LF of C-9 wall and handrail at the NW corner of Newell & 22nd. All related costs have been authorized at the agreed lump sump price listed below. Original Contract Amount Net change by previously authorized Change Orders Subtotal .. Amount of this change order ....• New contract amount W rkin days added: Working days subtracted: 0 Percent change in Contract to date 2.72% - IMO Submitted by: -5-23` Date Approved by: inn_ By signing this Change Order the Contractor confirms that he/she is completely familiar with its terms and conditions and has fairly negotiated its price, terms and conditions. If this Change Order is approved, Contractor will provide all of the equipment, materials and labor necessary to provide a complete work as described above at that the price stated herein. Additionally, Contractor confirms that the price is fair and complete and represents all costs associated with the work, including but not limited to all equipment} materials, labor, supervision, overhead, fees, bonds, insurance/ profit, etc. and that there will be no further compensation. All of the terms and conditions of the original contract documents are incorporated herein. (2 originals: 'I for City Clerk I for Contractor) ro'ect Mana 1,403,820.00 13,99 .13 1,417,812.13 24,136.00 1,441,94 .13 tcl Date Date LCit ► Manager, required for Chaff °niers 424,999 Date Accepted and agreed to b Contractor's name : 1Narne: Date Ar4 k5e54 /2,3 Note to Contractor: If you do not agree with this Change Order y au may be directed to proceed with this work under the terms of the contract and you may proceed under protest. You must comply with the contract requirements of submitting a written protest to protect your claim. Originals: City Clerk, Contractor cc: Engineering project file, Project Manager 1243 National City Boulevard, National City) CA 1. 50 Telephone (619) 336-4380 TRI-GROUP Construction and Development, Inc. Lic. No. 792159 October 3, 2022 *** 2" REVISION*** Mr. Parker Gill City of National City 1243 National City Blvd National City CA 91950 Project: CITYWIDE SAFE ROUTE TO SCHOOL PROJECT Subject: Newell & 22nd Cost Proposal to Extend C-9 wall and Railing TriGroup Construction and Development, Inc. (TriGroup) proposes to provide the City of National City to: . Remobilize crew back to Newell & 22"d to perform additional City -initiated extra work added to already -completed contract work. . Set-up Traffic Control . Excavate for 31 LF for the additional wall starting at the southern end of the newly completed contract C-9 wail, and to the south. Form the C-9 wall and pour it. . Strip the forms and finish concrete surface . Instailafion of an additional 31 LF of railing on the extended C-9 wall . Perform minor backfill against the wall and cleanup . Remove Traffic Control and demobilize For a lump sum of$24 36 0 • Add 6 days to contract . NOTE: This cost proposal is an additional cost and does not replace any contract bid. item. The addition is a cost of $24,136.00 9580 Black Mountain Rd, Suite L 4 San Diego, CA 92126 • Office (858) 689-0058 • Fax (858) 689 15 4 TRI-GROUP Construction and Development, Inc. Lic. No. 792159 Cost Break Down Labor: $9,775.04 Note: all labor rates includeemployer's burdens as per Section 7-., ,1 Operators: 16 hours at 10 .1 /hour Laborers: 80 hours at $81.84/hour Labor apprentice: 16 hours at $56.92 Truck Driver: 16 hours at $36.67 Labor Markup: $***WAIVED 20% Material: $1,239.12 Concrete, Forms, Cure Material Markup: $** * WAIV* * 15% Equipment: $3.M&4O- REDUSED TO $246 Work Truck: 32 hours at $44.60/hour DLunp Truck 3-axle: 16 hours $67.69 Skid Steer: 8 hours at S38.77 Mini Excavator 8 hours at $24.50/hour TC Devices: 32 hours at i6/hour Equipment Markup: $***WA1VED*** 15°/u Subcontract Work: $10,669.38 See attached Subcontract Markup; $***WAWED*** lo% Bond: $***WAJJ/ED*** 1% 9580 Black Mountain Rd, Suite L San Diego, CA 92126 Office (858) 689-0058 - Fax (858) 689-1594 TRI-GROUP Construction and Development, Inc. Lic. No. 792159 Conditions: • T&M Force Account is not applicable to this work . All Sections of the Contract apply. . This cost proposal is an additional cost and does not replace any contract bid item. The addition is a cost of 4 136.00 • Handling unsuitable & hazardous material, and not included Cost Proposal expires on 10/31/2022 Please contact our office at 858-689-0058 for any questions regarding this matter. Sincerely, Hani Assi September 12, 2022 9580 Black Mountain Rd. Suite L • San Diego, CA 92126 • Office (858) 8 -- 8 • Fax (858) 689-1594 8/ /20 2 9 07 AM HURRICANE & PO WAY FENCE COMPANY CHANGE ORDER lit ADDITIONAL 31 L F RAIL_ PROJECT: NE ELL ATT: HAN1 ASSI I. Material, see attached: 2. Labor, see attached: 3. Subtotal: 4. Overhead %: Extra 4,686.12 5,013_32 9,699.44 P. 0. Box 1636 Ramona, Ca. 9 065 (760) 789-0282 EX 789-1915 C-13 LICENSE # 91123 T I GROUP Credit 5. Public Liability, Property Damage Ins, compensation Ins., S.S. & unemployment Taxes. 6. Subtota I: 7. Profit %: —F---.9,699 44 10'-X) 969.94 8. Total Change Order: '10,669.38 Qty Description Size Ga ' tlFt TtI Wt { U1 ii Price CO 31 RAIL 8/230022 852 AM xten do n 21 -,1 It.t..F ; 1 7113 iviv3C RAIL SLEEVE SOLID ROUND I 1 I3tCKETS POUR ROCK L.3 W DE3L MT 1 EK STING P N L lL RE L ANI L: ANUE'LASTED PANEL 7 17 780 57 S B6.48 1,616 O 200,00 S 200,00 150.00 300.00 660.00 6sq.00 185.85 185 55 ,$ w S 212-22,22 Subtotal. Tax: Bit Cost: [Galv,i, ! 6 42 cep.,_ 1 5 l_B Subtotal. Fright: Total •r 2a9'(.0 $ 260 4070 3,236.49 1,449,63 4,68612 4,686.12 CUTS K OT Hf WELDS SHOP' LABORCO 31 RAIL OTV Min. Hrs, PUGS SHEERS 1.6 To PAINT l# Man days 3.2 9.5 25.3 Subtotal 5.0 Total Hours Wages: 43.0 Subtotal: Payroll/L. B. 35% Total Wages maml 39.6 39.6 i r1 .16.,E $ 596.48 2,300 72 Actual Per day Miscellaneous /L F 0 0 0 0 0 a 0 Cleat Railing _Ot -aIA �r .3R. iisiaHed1 --_installed NM. Entailed ainting 1az her work Actual Per day E LF a PRE\TAIL IN WAGE C.Al E F EA EA LF LF LF EA as Per day E.stirrate Reid Labor CO 31 RAIL Each Foreman * = S � He er•= Crew Size 2 Garb's Per day Estimate Grey Size 2 0) 2 P'AE 63 00 /fir= 53.00, iHr'=- Mel a 2 Days' 4er Men 'An Man " Merl * e , ►1e ` Me Men 4' ' �i n Mer! Men Mn Total Man Days it Days Days Daysw Days* Day . Days* Days* Days• e II� .A Z4 E it lei .L E 8 hrs Ada } 8 hrs./day Totao t per Day c a r r Bost 11. S03.00 C 3 • :Z3.00 I Day= ` .00 • DOS 30 Labor Cost 1 !,008.00 Da= S 5 ; .► a. ! y / Day= c.308.01,1 fDay= * ,. ' Day !.-Joss.r Da = Days" S Days* Days* Da ys• Days* Days ° Days* Caste Days' 1.00.00 r ay= Cost .�.c i Day= F t.00e.or3 I D ye= 1,008.00 : Day= S M .008,00 i Day= S t ,008, / Day'= s 1 ,0.f ! aT £ 1,0oa.00,' Da = s 1.008.00 J ay= Sub Tti I °tat Lapor Lrt sT 64 mannours* S Payroll/Labor aurden, 35% IS Total Labor Cost: ' 016 CC 705.60 0 0 2 Man qurs 0 ..y