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Resolution - 2022-R0335 - Change Order No. 3 to Contract 15477 with Garney Construction 8.9.22
Resolution No. 2022-RO335 Item No. 6.7 August 9, 2022 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute and on behalf of the City of Lubbock, Change Order No. 03 to that certain Contract No. 15477 and between the City of Lubbock and Gamey Construction, for construction services for the L Head C supply pipeline, and related documents. Said Change Order No. 03 is attached her and incorporated in this resolution as if fully set forth herein and shall be included in the mina of the City Council. Passed by the City Council on August 9, 2022 ATTEST: 1�� A' Rebec a Garza, City Secretary APPROVED AS TO CONTENT: Erik Rejino, Assistant City Manager APPROVED AS TO FORM: Wr s elliisure, Assistant City Attorney ccdocs/RES.ChgOrd#3-Contract 15477 - Gamey Low Head C 7.25.22 Office of Purchasing and Contract Management Change Order Contract No: 15477 Contractor: Garrey Construction Change Order No: 003 Contract Title: Low Head C Supply Pipeline Bid/RFP No: PUR-2020-15477 Project No: 92450.9241.30000 "Change Order" means a written order to a Contractor, executed by the Owner, in accordance with the Contract authorizing an addition to, deletion from, or adjustment or revision of the requirements of the Contract documents, or an adjustment to the compensation payable to the Contractor, or to the time for performance of the Contract and completion of the project, or a combination thereof, which does not alter the nature of project and is an integral part of the project objective. Adjustments to "Estimated Quantities" to a line time in a Unit Price Contract do not require a Change Order. All work that alters the nature of the construction or that is not an integral part of the project objective must be let out for public bid. Description of Change (alteration, deviation, addition, or deletion) caused by conditions encountered during construction not covered by the suecifications and drawings of the project (attached additional pages is necessa CO-003 Reconciliation Change Order includes: • Reconciliation of contract, see attached list of overruns and underruns, total net credit this change order ($195,918.54) • CP-005 Pipe repairs and removal of Manhole at the old PS-7 site - $17,991.87 • CP-006 Improvements to drainage outfall at the south end of Quincy Street inflow to Playa - $17,048.96 • CP-007 Misc. improvements identified during substantial completion inspection - $35,416.34 • CP-008 Final Completion Time Extension of 168 days, extension needed to extend final completion to match Low Head C Pumpstation start-up. Remaining items include disinfection of pipeline and establish communication between LHC-PL antenna @ 26" and Upland and LHC-PS. Previous 8/17/2022 - Revised FC date 2!1!2023 • Reconciliation Pay Application # 11 — Covering 4/26/2022 to 7.'25/2022, Release of Retainage less $100,000.00 to complete be paid upon final completion Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs, including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and overhead. Where certain unit prices are contained in the initial Contract, no deviations are allowed in computing negotiated change order costs. ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM. ITEM DESCRIPTION AMOUNT A. ORIGINAL CONTRACT VALUE: $8,915,699.95 B. AMOUNT OF THIS CHANGE ORDER: Note: Council approval required if (+-) $50,000 $195 918.54 COST CENTER: +1-49j I ACCOUNT: 4Z490. q%41.OAg& C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B,,'A) 2.20% D. AMOUNT OF PREVIOUS CHANGE ORDERS: $450,102.12 E. TOTAL AMOUNT OF ALL CHANGE ORDERS B+D) $254,183.58 F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E,,A): 25% maximum) 2.85% G. NEW CONTRACT AMOUNT A+E): $9169 883.53 It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise, in anyway incident to, or arising out of, or resulting directly or indirectly; from the work performed or modified by the Contractor under this Change Order. This Change Order is not valid without the following signatures (please sin in order and return 3 orifinals with_the Contract Cover Sheet to Purchasin and Contract Management department): g 7/22/22 / �C 07/22/2022 �/ (1) C�ontraR or U Date (2) Project Architect/Engineer Date 7 ( O ner s epresentative Dilte ( Dire for of Purchasing &Contract Date % I _[ 6t.004� !62�_J �t 4L 7-�s-aa _ MA (5) Capital Project Manager Date () City Attorney Date PUR-45 (Rev 08 2018) Chan a Orders over $50 000.00 require a Contract Cover Sheet and the following si natures: 8/9/2022 8/9/2022 (7) Mayor Date (8) CiE Secretary Date Council Date: August 9, 2022 Agenda Item #: 6.7 Resolution #: 2022-RO335 PUR-45 (Rev 08 2018) Project: Low Head C Pipeline Project Number: Owner: City of Lubbock Contractor: Garnev Construction 15477 7339 Engineer: Freese and Nichols, Inc. LUB19278 Change Order No.: 003 Date: 07/22/22 Make the following additions, modifications, or deletions to the Work described in the Contract Documents: Reconciliation CO-003 Item No. Description of Item Bid Value Installed Value Credit Addition CP CP-005 Repair Leak & Rem. Vault, Near PS-7 0 $17,991.87 $17,991.87 CP-006 Outfall Improv. South Quincy, 30" CMP 0 $17,048.96 $17,048.96 CP-007 Misc, Improv. From SC Inspection 0 $35,416.34 $35,416.34 CP-008 Time Extension, LHC-PS Delays 168 Day Time Extension D Base Bid Item D3 8" Blow Off Valve Assembly $162,000.00 $144,000.00 ($18,000.00) D7 Concrete Driveway Repair $33,000.00 $51,920.00 $18,920.00 D8 Asphalt Pavement Repair $672,100.00 $756,202.85 $84,102.85 D8.1 Caliche Pavement Repair $42,840.00 $3,612.00 ($39,228.00) D9 Concrete Pavement Repair $266,800.00 $151,101.60 ($115,698.40) D10 Additional CLSM for Utility Protection $22,500.00 $7,470.00 ($15,030.00) D11 Additional Coarse Gravel for Trench Foundation $8,750.00 0 ($8,750.00) D12 Additional Pipe Zone Embedment Material for Unstable Soils $6,250.00 0 ($6,250.00) D13 Additional Concrete Encasement $26,250.00 0 ($26,250.00) D15 Additional Curb and Gutter $18,750.00 $2,137.50 ($16,612.50) D16 Additional 21000 PSI Concrete $26,250.00 0 ($26,250.00) D19 Chlorinating, BacTTesting, and Drainage Pipeline $32,500.00 0 ($32,500.00) D23 Motor Operated Actuator and MH $40,000.00 $20,000.00 ($20,000.00) D28 12" Culvert Replacement $1,530.00 $340.00 ($1,190.00) D29 18" Culvert Replacement $3,400.00 $6,000.00 $2,600.00 D30 24" Culvert Replacement $1,440.00 $600.00 ($840.00) D31 Demo Existing Light Pole $5,000.00 0 ($5,000.00) E Utility Srvc. Allowance $20,000.00 $4,631.62 ($15,368.38) CO-001 CP-002 PS 7 WL Replacement $500,625.54 $475,594.26 ($25,031.28) Total ($371,998.56) $176,080.02 NET Credit ($195,918.54) Project: Low Head C Pipeline Project Number: Owner: City of Lubbock 15477 Contractor: Garney Construction 7339 Engineer: Freese and Nichols, Inc. LUB19278 The compensation in this Change Proposal is the full, complete, and final compensation for all costs the Contractor may incur as a result of or relating to this change whether said costs are known, unknown, foreseen, or unforeseen at this time, including without limitation, any cost for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged Work as a result of this Contract Amendment. The changes in Contract Times are the complete and final adjustments for direct impacts to the ability of the Contractor to complete the Work within the Contract Times and are the only adjustments to which the Contractor is entitled. a Original Contract Price b Previously Approved Change Order Amounts c Adjusted Contract Price ( a + b ) d Change Order Amount e Revised Contract Price ( c + d ) f Percent Change to Date: Completion Dates: 2.85% Original $8,915,699.95 $450,102.12 $9,365,802.07 ($195,918.54) $9,169,883.53 g Change in Days this Change Order: 168 Previous Current Substantial h 11/28/2021 i 5/19/2022 Final k 2/26/2022 1 Recommended by: EESE AND NICHOLS, INC. � 07/22/2022 Name Date Approved by: Garney Construction ��� 7/22/22 Name Date 8/17/2022 j 5/19/2022 m 2/01/2023 Approved by: CITY OF LUBBOCK Name Date CP-005 Repair WL Leak and Remove Existing Manhole @ PS-7 FREESE 'N#CHOLS PROJECT OWNER BUILDER DESIGNER CM CP No. CP Description Specification Drawing / Detail Low Head C Pipeline City of Lubbock Garney Companies Freese and Nichols, Inc. Bret Calvert CP-005 Change Proposal PROJECT NUMBER 15477 Demolition & Removal of 12 LF of existing 24-Inch Pipe including concrete encasement and existing vault riser. A 24-Inch Blind Flange will be installed on the existing 24-Inch Manway and back filled to existing grade. Installation of Owener Purchasesd 24-Inch Pipe and welded butt strap connections to existing pipe on both ends of the pipe replacement. This will include Flowable Fill Embedment & Backfill. NOTIFICATION BY BUILDER The Builder proposes to make the additions, modifications, or deletions to the Work described in the Contract Documents, as shown in Attachment and requests that you take the following action: Purpose of Change Proposal Requested Action Basis of Compensation Required Documentation Total Change Proposal Amount Adjustment in Contract Time Attachment Submitted By Response to RCP Issue a Work Change Directive or Change Order for the described change Lump Sum calculated using Cost of Work provisions in General Conditions paragraph 13.01 - Detailed cost breakdown attached showing labor, materials, equipment, and all other costs for this change $17,991.87 2 days CP-005-RemoveExistingVaultNearMarshaSharp-Taylor Kennedy-Pending.pdf Taylor Kennedy Date 02-25-2022 CONSTRUCTION MANAGER'S RESPONSE Recommended Basis for Compensation: Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents. Status Recommended for Approval Action Final Distribution Comments No final comment. Attachments CP-005-RemoveExistingVaultNearMarshaSharp-Taylor Kennedy-Pending.pdf Response By Bret Calvert Date 03-09-2022 Carney 1030 Andrews Highway, STE 304C, Midland Texas Phom 816.741.4600 www.gamey.com City of Lubbock 02/23/2022 1314 Ave K Lubbock, Texas, 79401 Attn: Josh Kristinek Re: Request for Change Proposal No. 4 - Remove Existing Vault Near Marsha Sharp Dear Mr. Kristinek, Garney has evaluated your request for the removal of piping & vault near Marsha Sharp Freeway detailed in the Request for Change Proposal No. 4. Please see the below and attached Change Proposal 7339 -04 which includes costs associated with the additional work near Marsha Sharp. To provide clarity to the overall scope Garney has provided a scope breakdown of inclusions & exclusions following the Change Proposal Cover Letter. Garney would like to propose an increase in contract time of 2 days for the additional work in Change Proposal 7339-04. In accordance with the General Conditions of the Agreement - Article 24, Gamey would like to propose a Lump Sum Price of $17,991.87 for the Extra Work detailed out in Change Proposal 7340-04. This proposal represents the associated fees for the specified scope of work included. If unknowns not detailed in Request for Change Proposal 04 are discovered and additional work is required as a result of this change due to circumstances outside of Gamey's control, this will be discussed and addressed under a separate cover. 1C. CC: Bailey Ratcliffe, Michael McBee, Bret Calvert, Ryan Moloney, Mason Boorom City of Lubbock - Lowhead C Pipeline Remove Existing Vault Near Marsha Sharp GENERAL SCOPE OF WORK PROPOSED BY GARNEY: Specifications & Assumptions: • This proposal is contingent on the City providing a complete & successful shutdown of the Low Pressure 24-Inch Pipeline running parallel to the Marsha Sharp Freeway in front of the Pump Station No. 7 Property. This proposal is contingent on a full shutdown for 2 Full Working Days. • All work assumes the use of existing Garney equipment onsite for the current work under contract. Delay in work will cause additional mobilization costs of equipment and labor. • Factory Hydrostatic Testing of Pipe Only per the Steel Pipe Specification • Disinfection Per Demolition of Pump Station 7 - Spec 33 10 13 - 1.01D with Swabbing Inclusions • Installation of approximately 12 LF of 24-Inch Mortar Coated & Mortar Line Steel Pipe (AWWA C-205) o All Welded Joints o Installation of Flowable Fill Embedment • Interior and Exterior Joint Welding • Installation of 24-Inch Blind Flange and the removal of the existing 6" Gate Valve on the existing manway. • Removal of 2-VF Manhole Lid -the remaining vault and blind flange to be backfilled. Exclusions • Excludes Compaction Testing and Proctors • Excludes Welding Inspection • Excludes Additional Permitting not included above • Excludes Removal of the Vault/Concrete in its entirety City of Lubbock - Lowhead C Pipeline Remove Existing Vault Near Marsha Sharp CONTRACT MODIFICATION REQUEST PROJECT: Low Head C Pipeline PROJECT NUMBER OWNER: City of Lubbock 15477 CONTRACTOR: Garvey Construction 7339 CM: Freese & Nichols (Bret Calvert) LUB19278 ENGINEER: Freese and Nichols (Michael McBee) LUB19278 Request for Change Proposal 004 Demolition & Removal of 12 LF of existing 24-Inch Pipe including concrete encasement and existing vault 2-Foot riser. A 24-Inch Blind Flange will be installed on the existing 24-Inch manway and backfilled to existing grade. Installation of Owner Purchased 24-Inch Pipe and welded butt -strap connections to existing pipe on both ends of the pipe replacement. This will include Flowable Fill Embedment & Backfill. Item # Engineering Directive # Description Qty Unit Cost Per Extended Cost #4 Removal of Existing Vault Near Marsha Sharp 1 LS $ 17,991.87 $ 17,991.87 Total i $ 17,9918:7 Contractor: Gamey Construction �Al Date: 02/23/2022 Recommended for Payment by Engineer 1. ....... .........y By Approved for Payment by [OWNER] _ By Date Approved for Payment by [OWNER] By By Date Date |§()m §\t|| ( | "t -J J-31 I }-SI J' |i| J-1i ||| � !| \\\\\§ !| i ;;;;;; :.| | , | | |\\\j! 3 ! V% | � | | |� Request for a Change Proposal Project Low Head C Pipeline Project Number Owner City of Lubbock Contract # 15477 Contractor Garney Construction 7339 Construction Manager Freese and Nichols (Bret Calvert) LUB19278 Design Professional Freese and Nichols (Michael McBee) Request for Change Proposal No. 004 Description Remove Existing Vault Near Marsha Sharp Specification Drawing No. See Attached Exhibits 1-7 Detail Description Vault Removal and Pipe Installation Reference Document Z Request for a Change Proposal No. 004 ❑ Work Change Directive No. Shop Drawing Deviation Request No. ❑ Contract Document Owner requests a Change Proposal for the following modifications to the Contract Documents: • Demolition of 12LF of existing 24-inch pipe including concrete encasement and existing vault • Installation of Owner Purchased 24-inch pipe currently at the installation location as shown on attached Exhibit 1 including embedment and backfill and welded butt -strap connections to existing pipe on both ends of the pipe replacement. Owner requests that Contractor prepare a Change Proposal for the changes in the Contract Documents described in this Request for a Change Proposal. The compensation offered for this Change Proposal is to be the full, complete, and final compensation for all costs Contractor may incur because of or relating to this change whether said costs are known, unknown, foreseen, or unforeseen at this time, including without limitation, any cost for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged Work because of this Change Proposal. Requested changes in Contract Times are to be the complete and final adjustments for impacts to the ability of Contractor to complete the Work within the Contract Times and are the only adjustments to which Contractor will be entitled. All terms and provisions of the Contract Documents remain in effect except as specifically modified by this Change Proposal. Authorization to proceed with changes must be approved by the Owner in accordance with the Contract Documents. [Continued on next page] Request for a Change Proposal Page 1 of 2 for a Reason for the Change Proposal • The existing pipe to be removed and replaced is the last section of old pipe between pipe installed during the PS16 project as YP-8 and pipe installed as part of the Demolition of PS7 project. The pipe was thought to be in good condition but recently developed a small leak that surfaced during flushing of the pipeline. Attachments Support Documentation for the pipe that will be tied into on both sides. Exhibit 1— shows location of pipe to be removed and replaced. Exhibit 2 — shows in further detail where the pipe to the east of the proposed tie-in begins. Exhibit 3 — shows in further detail the pipe to the east of the proposed tie-in. Exhibit 4 — shows in further detail the pipe to the east of the proposed tie-in. Exhibit S — shows in further detail where the pipe to the west of the proposed tie-in begins. Exhibit 6 -- shows in further detail the pipe to the west of the proposed tie-in. Exhibit 7 -- shows in further detail the pipe to the west of the proposed tie-in. Requested by Michael McBee Date 02/22/22 Follow Up Action by Owner's Project Team Change Proposal No. C Accepted 7 Not Accepted - Revise and Resubmit ::: Cancelled Request for a Change Proposal Page 2 of 2 Plan Sheets from LUB18411 (Demo of PS7) CUT 6LIPLUG .... Exlsn 36• t.£. WA E RE: 2 I 103 - i EX 36' 1 WATER UNFI / • 36' WEL�PA. 5 CY THRUST K / HOURS PRIOR / A / I -CUT @PLUG WAS INTENDED FOR I TEI/PORARY USE ONLY UNTIL SHUT DOWEL COULD BE SCREDULED. THIS CUT & PLJC WAS REMOVED PER CHANGE ORDER 02. - -24W-'. 24W-- _- i C� ck 1; 3 b Sa. .V 1 I ` EX 20- WATER LINE 3 20' TAPPING WDLE FOR LINE STOP 12 NC TE THMIUST LOC -' ALL CONCRETE ON THIS Slil1j�� I IS TO BE DEMOLISHED UNLESS NOTED OTHERW7S TYPICAL OF ALL P PT FOI1N01TION5, PALL � r --- VAULTS. ECT. (HATCH NO SHOWN FIR P-AFMTYI g I EX 20' VALVE QCLOSED TEMPOPRY CUT @ PUIG W/ BLIND FIANCE & 3 CY.- THRUST BLOCK L ` E%. CHAN LINK FENCE i I _ I }}I 75 KVA 208V/120r XFRM CONCRETE DRIVE GENERATOR CONNECTION BOX ENN TRANCE TO REMAINXFRM SWITCH EX. EDGE OF ASPHALT �- I S` TO BE DEMOLISHED L FORTCLARm)sRowN 7H ar BLOCK TNRusI ••^`•'I 18"GROUT e o FIANCE Q - 7`-� Ex. 12' MANHO E GROUT ENCASEMENT � f I ` L Q WELDED PLUG I � FOR EX VALVE 3 _______ r fH{Hillhq 12 42W� tom,-. _ ___l EX 12' TEE I I ♦ �� - 42W -/2W w—lmw WATER LINE /2- TAPPING SADDLE I Q3 CUT @ PLUG 18" WATERUNES t2\Y CUT & FOR LINE STOP I iE ,l, _ RE: 2/C-103 /2' WA I 1 ; dtoRR-e�II—_____________2/C-101 1 ` PORTABLE GENERATOR (NO LONGER ON SITE) EX 1- I ._____1________________s'- WATR . 011E---- ONE ----ONE—___ONE----OHE----OHE---- ME— — 0 L_ At RIGHT-OF-WAY 4P°?',Y. PUMP STATION 7 1 ENLARGED DEMOLITION PLAN - raa If 1 rf 3'Ill��Yg 0l EXISTING SURD ie= TO BE DEMOU i 8 /160V K TO BE BY OTHERS 5 EXISTING TRANSFORMER YARD Iv OTHERS NOTE 5 OHE--='•L27j— EXISTING 2/' WATERLINENE TO RE _ (AWWA C303 CLASS 150 PIPE A,• INSTALLED APPROXIMATELY 2005) �10' if 0 20-g � SCALE® a� "3'pPyy.gg ='� HORI20NTAL Y B`� NOTES;'X• CONTRACIORSHALLVERIFY LOCATION AND DEPTH OF ALL LITIUTIES PRIOR 70 BEGINNING 11, OFCONSTRUCTION 2 AFTER DEMOLITION, CONTRACTOR SHAU FINISH GRADE SRE THE ENTIRE SITE Z SHALL RAVE AMINIMUM OF 12- OF TOP SOIL CL .y3- CONTRACTOR SHALL SOD THE SITE IN ACCORDANCE WITH W ^ n Z SPEONCATION 312513.13. VT Lu O O 0 CONTROL FOR EROSION CL (j a"LL Z /. SITE MUST HAVE A7 LEAST 7S% g'oz� u O 6. O O O GRASS STAND BEFORE THE m Z LILT ^ PROJECT TIALQUA COMPLETION. SUBSTANTIAL UL COMPLETION. O F LQ Z G S. EXISTING TRANSFORMERS ARE TO BE REMOVED BY OTHERS. >> J :.3 ..1 Q: g 0-0 O INFRASTRUCNREHE u C f C Lu SUPPORTING T 7MNSFORMERS. INCLUDING L w Q > =L �F BRAT NOT LIMITED TOWOOD POLES. CONCRETE PADS, AND 3 UNDERGROUNDCONDUIT Z Lu SHALL BE DEMOLISHED BY THE CONTRACTOR. 6. ALL INSTALLED PIPE PLUGS a d (bpatlm20and Ps" yp R ISAM G20) STA -Y I STA N 71 ,720 5.M E-9lirkgF .H W7.5 Fads A pMiwi 64 N 776961157 N 726 E- 8272880 Y 3 .x leak 1-itp Final uAadrq LUB18t11 Poi Hgl.p...n STA 1.00 EM bb IRA ppT twIII DM t pl Oda b0a0Pe. O a nwdf atlas—kled 'S •\^ •r�+ t Zi _ 0" maa Eas 1p 6.4 —tiS Poi I*"*— [P" �Iq aeH and �NaO aH pakMe 0rna) fr Apppdmala loeatloa a _ 1 LUBI8111 SABaI G201 - 2 �� Q 12H ear -wrapped pipe. 1a —.p eynadbrn as ibit 1 SEQ, C-6_ 6 E s a 3 s� k €ps�)Xza 1 'es i- STA I.00.00 � }j - �• 4} I CI S L�L BEGIN 24' LOW HEAD WATER LINE O REPIACEMENT,CONNECf TO EXIST 6• j R SEE24" WATER LINE TEE I• •^ ^V,^ '• g j t n Y {y SEE SHEET C304 FOR •,•,,, I{ f( p p 5,yyh� CONNECTION DETAILS I •� '• r �T - (T,, k _ES�E�$ !p"pO§ N 726987.12 .:T .. _ I N f+ • f L L I QY )}''�. E 927291.26 RECORD TE-IN LOCATION O _ ,TRACT 'A" ADVENTURE PARK AD009DITION - x7269811.12 I lu j (HAT RFCORDFA CCM 70r7165) ' CAUTION: 1 1 PI STA 5+36.87 Il - NOTE g MIDWAY PARK ADDITION OVERHEAD ELECTRIC. N 72701034 { O voL 2485, Pg. 78 CONTRACTOR SHALL SUPPORT I + 1 CONTRACTORSHAIi VER FY LOCATION AND OEPTHOFALL g FF E 927656.09 CAUTION: UTILITIES PRIOR TO MANUFACTURING PIPE AND CONSTRUCTION.-8 AND PROTECT All POWER POLES ••Irr OVERDO ELECTRIC. - INCONSTRUCTIONAREA. Ii[ P. STA 5.5256 CONTRACTOR SHALL SUPPORT 2 CONTRA OR TO EXCAVATE EXISTING PIPE AT TIE-INSTO STA l.03 SMG GST �' PI STA 2.93.20 1}' N011875 ANO PROTECT ALL POWER POLES F DETERMINE TOP OF PIPE ELEVATION, GRADE. AND JOINT �`^"•- 4'CAVASSEMBLY LOCATION PRIOR TO SHOP DRAWING PREPARATION.-� 044.30'09' • E927659.02 IN CONSTRUCTION AREA. PROPOSED o N 726997452.228 W n 3T,1 24' WATERLINE E 927052.12 _ _ _ - Z • u �i (ANDREMOVEEXISTING TH-10 PISTA 3.0R.89 IS' ALLEY`-- J 24'WATERLINE) L45-DY0D' OkUPOSFD' .. ' �� O N 72A997S.D5 24 T UNE PROPOSED - TN-16 _ A ) -� 24- WAFERll E 927467,63 {AND AND yy41 U AgRpppN OR EXI NG �f k G .-.'PI -.' PUCE � � - F TH'S [MISTING 24' I ,l 24•y/ATERIINE Ty4S a cQ 4W WATERUNEs C - 32- 24W Nx `^ 24W 24W 1}43 24W Sp _----Sp_-- SDii41.-----_SD -.--- Z Lu MAR HA SHARP FREEWAY I }� ^ 2 J + `4 0 �vtr-6xPrrQ.-F- EXISTING 48' RCP MARSHA SHARP FWY FRONTAGE ROAD y W 1.L 00 ` RECORDBUTTSTRAP CAUTION: STORM DRAIN EXISTING 5'14'd („) VV : TIE-IN ELEVATION OVERHEAD ELECTRIC. BOX CULVERT OQ S Iqg k EL 3241.053 CONTRACTOR SHALL SUPPORT STORM DRAW y 0 � N X .` 4 AND PROTECT ALL POWER POLES 0mZ W a O IN CONSTRUCTION AREA. j O 3 o — — Z 3290 H W Z Q O o— ZHZO J �oOr g� 3290 W� d� O 3 Ln 3270 3260,11,11, SEEMS 3 N7� 3250 R ' s 3230 fi 3 Y !$ 0®$ !X HORIZONTALSCALE N S 0.2' a44 a j SCALE IN FEET g a EExhibit 2 SEO C2°i 3 OKO 1.00 2.00 3.00 4!� 5'i00 6400 7400 84W 9•^:I 13 N,I . n,•e. r4eu.e.Ntwr Tr4.iry. •x4w.n.wuR TEST HOLES TEST HOLE NO. VfIUTY 512E UTILITY MATERUIL UTILITY TYPE DEPTH TO TOP OE PIPE NORTHING EASING 7Nd 34' RCCP WATE0. 2.80' ]270689.% 928d%.% TH-5 3/' RCCP WATER 7.%' 7270017.10 927541.20 TH-10 24' RCCP WATER 5.20' 7269960.50 927176.60 TN-16 2/' RCCP WATER 7.86' 7269916.44 9273%.9] erg �m UWQ meollon 0.W Elevation Reference- Invert of Pipe ego• u0Y• pi W Lengths: NoM'eml length WCp O M rl--' 2 3 4 Zti� z N SZ 25.75 �x 3 WC3 U Z Z O U t b W this is the connection to be butt -strapped to Ell 7 J 1 1 3 4 5 6 7 8 9 10 11 a7 ro r s5.ar �7sr at sear n.er tear ss.ar soar 35e7 cc a $s q� :o2 + n NIK NIA A �jln A I� r 3 +N A -Exhibit oM frcasss LT ORTHWEST PIPE COMPANY Demolition of PS 7 & Waterline Replacement BY:JTG/JO DATE:Jul02, 2020 RFv IFU____� Longhorn Road Saginaw, TX 76179 (817) 847-1402 Gamey Construction DRAW8V6 d: SA-20-009-A-1001 0 MATERIAL LIST PIPE DATA MARK LIST SL # OTY DESCRIPTION REF STEEL ASTM A1018 SS GR 40 MOD 42K _ 1 1 1 Pipe: 25.75" OD, .375" TK, 7'-5.12" L 9002 LINING Cement Mortar Lining, .500" 9001 2 1 AV: 25.75", CIS D w/BF, NR, 2/C-203 9501 COATING Cement Mortar Coating, 1.000, 3 1 24" Cis D Blind Flange, 1 OT,1-BF 9502 4 1 BS, 25.875" ID,12.0" WD, .375" TK,1-BS 9504 LAY LENGTH 7.43' TOTAL LENGTH 7'-5.12" 51 1 DH: In Design 9508 WEIGHT CYLINDER LINED & COATED TOTAL 510Ibs 1.430Ibs 1740Ibs 7'-5 1/8" 2'-915/1 &1 - — 4'-7 3/161,- - FT q 2 I BS/DH — - - WS + I 1 this is the connection to be butt -strapped to Exhibit 4 NORTHWEST PIPE COMPANY Demolition of PS 7 & Waterline Replacement Gamey Construction BY:JTG/JO DATE: Jul02, 2020 REV 351 Longhom Road Saginaw, TX 76179 (817) 847-1402 DRAWING #: SA-20-009-A-2001 _ Plan Sheets from LUB14113 (PS16) PROPOSED 24' PS16-YP7 US 82 FRONTAGE ROAD 3 YN /3 4' P WA R \ $OYH �3247.14 (g¢ 11p6;iit E€p _ Ia5 GROUND EL 2 . 7 105 V _ • UL 70P FIP 3 40.59 I� P516-YP8 Iln SSA 4� 52' STORM I v 10S OS __ 105 105 t05 F ESi�i `p [(3i l g { !i P516-YP7 -YP7 6 � ;; i9 j�Ea`A gy 4 _ STA-0+03.83�WgY 5YA I+82.13 24,24'a24" TEE 8 7 p p TEMPORARY TEST PLUG & MANHOLE. TRAFFIC RATED LID. -- IJ N 7,271,519.09 E 927.472.31 \ O O �ppy' 13i j+„X PYp C RIM ELEV. }246.}7 -- TEMPORARY TEST PLUG d CONCRETE ppyENENT PROPOSED 11' PS16=YP8 YARD PIPE / + flE: 8/C-36 REPAIR STA 0+J7.17 DOT ROW ® O N REDUCER NOTES: C-M-021 11M C UNg80F+ 1. OF SHALLPRIOR RI FY LOCATION AND DEPTH F ALL UTILITIES U4E O CONSTRUCTION AND RC • Z MANUFACTURING PIPE. g2�t TN3 J2. CONCRETE CURB AND GUTTER IS NOT TO BE tM I� 14 —.--.—. 1� _. _.— y1 _. .— 1y _._._ I _ .— I� _. DAMAGED. ANYDAMAGE TO CURDS AND/OR " = 3��-f E`er' BEGIN PS16-YP8 TH/2 STA 0+T3.42 GUTTERS WILL BE THE RESPONSIBILITY OF ME U CONTRACTOR. s44"'E T{ STA-O+IO.OU 24 .24 i2i TEE � - 13 PROPOSED 24' ----- 1° --'--- I� ----- I� �--- tO `� OD/ ~ 3. CONTRACTOR SHALL SUPPORT EXISTING UTILITIES s d §` DEPEND-O-LOK FOR CONNECTION DETAIL RE 2/L-49 42" RCP ATER GROUND L: 3245.9 STA 0+22.2} _ '"� N AS REQUIRED. REPLACEMENT/REPAIR OF ANY N 7.271.572.41 DEPTH: 76 0 TOP PIP 32J9.22 PROPOSED N- �__�- COSTING UTILITIES SMALL BE AlA! NO ADDITIONAL COST TO ME OWNER. Z E 927,SO6.a4 PS16-YP8-BfV1 / ' Q A- CONTRACTOR SMALL CONTAIN ALL WORKING ~ OPERATIONS WITHIN ME ROW. ANY PAVEMENT ' DAMAGED THE CONTRACTORS OPERATIONW THAT CSHOWN TIT BE OUTSIDE OF PAVEMENT 0 REPLACEMENTENTOMITS SMALL BEREPLACED Q -�' ME CONTRACTOR AT NO ADDITIONALADDITIONALCOST TO W ME OWNER. O W d 5. TEST PLUGS SHALL BE REMOVED UPON In J d SUCCESSFUL COMPLETION 0E HYDROSTATIC TEST 11 6. CONTRACTOR TO CALL IXDOT AREA INSPECTOR ~ O p. J 48 HOURS PRK)R IO STARTING WORK •N TXOOT V a Q "♦ _ - ,. ROW. O L2 i i- 1 7. ALL P-PE Y THIN TXDOT ROW SMALL HAVE A j U MINIMUM COVER OF 48. O Q a __..___.... _.._._._. __... . __.._ Z Z 3290 -- -- - -- 3290 O 3280 -'O- - - e= ------ - 328D 3270 --"z _ i=---&'.. --A�y- 3270 D E ' ,1 3230 Exhibit 5 3 s 3220 to s� N7 w a 3210 3210 $ 0 0® ' SHEET s 3200 3200 SCALE IN EEET C-� -0+20 0+00 0+50 E4DD 1+50 2+0D ACG011D ORAWElO w I• 1 r mx umom. p.mbp - - 4+4 O' 23 YP8 24' STA 0+00.00 rL EL' 3239'59 24' TEE YP8 24' STA-0+03.83 EL: 3239.59 24' MANHOLE WITH TEMP TEST PLUG BEGIN YPS 24' STA-0+10.00 N: 7271572.41 E: 927506.44 41 EL' 3239.59--) Y Q EL: 3239.59---E- V-2 9/16' YP8 24' STA 0+21.73 rt EL: 3237.52 BUTTERFLY VALVE BY OTHERS YP8 24' STA 0+03.89 4K EL: 3239.59 A: 22'17'19.58' ON YP8 24' STA 0+08,64 (j EL 3237.52 A: 22'17'19.58' UP YP8 24' STA 0+23.42 q EL' 3237.52 ,� 12'-7 9/16' ALL S-7' 10 3/4' JI j1L V-2 3/4' this is the connection to be butt -strapped to YPS 24' STA 0+41-34 N: 7271549.00 E: 927472.31 q. EL: 3237.52 24- OUTLET END YP7 YP8 24' STA 0+37.17 %24'x36' ECC. REDUCER (FLAT ON TOP) NOTES: 1) ALL DIMENSIONS, COORDINATES, ELEVATIONS TO BE VERIFIED BY CUSTOMER 2) 1/8" GASKET GAP BETWEEN ALL FLANGE TO FLANGE CONNECTIONS 3) ALL CONNECTIONS VIA BUTTSTRAP OR BELL & SPIGOT ARE TO BE FIELD WELDED I WELD JOINT 2' TYP. 102'-7 13/16 YP8 PIPING PROFILE GRADE YP8 36' STA 1+39.82 rE EL: 3237.03 A: 1'40'56.86' ON Exhibit 6 CONF ON 017--- 92'-11 3/4' _. 7 5 JUL16 1 REVISED PER SUBMITTAL RENEW T REV. DATE I REVISION DESCRIPTION IN. JIFC0 of TEXAS KOSSE. 7x 76653 FABRICATED PIPING PH 254 587-2245 F% 254 587-2092 BY: TL APPVD BY: wn�fnu.x c� nuM /IMY/16 SCALE: NONE L 1 2 D 1 6 NOTES: 1) SEE SHEET N8 FOR INTERNAL DISHED HEAD COATING DETAILS ROLLED BY FITTER NUMBER REV. DATE REVISION DESCRIPTION INIT. 1 A 29 JUN16 REVISED HOLDBACK DIMESNIONS TL 2 Q 13'-7 1/16" 1'-6 3/16" - 1'-6 7/8" 6'-2 1/16" 3'-10" 1'-6 8" 2 t i I I_ + CPE- 11 11/16" t (TYP. OF 2) 5'-5 1/2- 4'-5 9/16" X I lJ 3I + FT PE - ID - - - r,14 BARE �j L6" ID & OD BARE this is the connection to be butt -strapped to X I I 6 SHIP L045,,E: © 2 EACH, 25 3/4" ID x 1/4" x 10" LONG BUTTSTRAP Q5 1 EACH, 24" CLASS D BLD FLG WITH 8" OUTLET - REF SHEET 163A ® 1 1 1 1/2" x 3/4" FLAT BAR ROLLED TO 25" OD ASTM A36 Q3 1 20" OD X 1/4" DISHED HEAD -- Q2 2 24" CLASS D FLG, BB AWWA C207 Q1 35' 25 3/4" OD X 1/4" WSP CML AWWA C200 QTY. IAL DESCRIPTION MA ATI 12'-1 5/8" 12'-7 9/16" A=22° 17'20" RADIUS=60" CB=1 1/4" I � 3/4' L 1/4' A- 1 1/2' -A' 5 MARK NUMBER REF SHEET 1 EA. REQ. YP8-24-1 I D16 LINING COATING 1/2" CML 1" CMC 204 CR 238 KOSSJ I FCO of TEXAS PH (25 TX 7(254) 587-22 2245 FX (254) 587-2092 FABRICATED P:P:NG r-342-F JFW gar rRM A r-348-F JM WE2D 1NP RfV A (G� P-349-F J M 7W Wr REV A 1 $ P-350-F J M q. Wr REV A OF DRAWN BY: TL CHECKED BY: HEAT NUMBER DATE: 22/MAY/16 SCALE: NONE 1212 163 CP-006 Outfall Improvements on the South End of Quincy Street rFREESE MINICHOLS Change Proposal PROJECT Low Head C Pipeline PROJECT NUMBER OWNER City of Lubbock 15477 BUILDER Garney Companies DESIGNER Freese and Nichols, Inc. CM Bret Calvert CP No. CP-006 CP Description Demolition & Removal of Existing Culvert Piping and the Installation of New Dual 30" CMP Piping with Backfill and Road Base back to existing grade. Installation of 18 Cubic Feet of 6" Rip Rap with outfall excavation improvements and excess material haul off. Specification Drawing / Detail NOTIFICATION BY BUILDER The Builder proposes to make the additions, modifications, or deletions to the Work described in the Contract Documents, as shown in Attachment and requests that you take the following action: Purpose of Change Proposal Requested Action Basis of Compensation Required Documentation Total Change Proposal Amount Adjustment in Contract Time Attachment New Change Proposal Issue a Work Change Directive or Change Order for the described change Lump Sum calculated using Cost of Work provisions in General Conditions paragraph 13.01 - Detailed cost breakdown attached showing labor, materials, equipment, and all other costs for this change $17,048.96 0 days CP-006-EastQuincyCulvertPipinglmprovements-Taylor Kennedy-Pending.pdf Submitted By Taylor Kennedy Date 05-17-2022 CONSTRUCTION MANAGER'S RESPONSE Recommended Basis for Compensation: Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents. Status Recommended for Approval Action No Action Required Comments City of Lubbock Josh Kristinek has asked to "proceed" with the Quincy Street drainage improvements. see attached email. CP-006 will be included in the final reconciliation change order at close-out. Attachments CP-006-EastQuincyCulvertPipinglmprovements-Taylor Kennedy-Pending.pdf Response By Bret Calvert Date 05-24-2022 Carney City of Lubbock 1314 Ave K Lubbock, Texas, 79401 Attn: Josh Kristinek 1031 Andrews Highway Ste 304C, Midland, Texas, 79701 Phone: 816.741.4600 t+ m.gamey.com 04/22/2022 Re: Outfall Improvements and Removal & Replacement of Culvert Piping East of Quincy Ave. Dear Mr. Kristinek, Garney has evaluated your request for the outfall improvements and removal of the existing 18" Culvert Piping located in the alley -way just East of Quincy Ave. This includes the installation of dual 30" Corrugated Metal Pipe at 30 LF Each, with proper backfill to grade and installation of new road base in the disturbed areas. This also includes the installation of 18 Cubic Feet of Rip Rap and proper outfall improvements. A scope breakdown is included following the Change Order Proposal Cover Letter. Garney would like to propose the Change Order Proposal in the amount of $17,048.96. This proposal represents the direct cost of the referenced work only. If additional work is required as a result of this change due to circumstances outside of Garney's control, this will be discussed and addressed under a separate cover. IC. �41 CC: Bailey Ratcliff, Michael McBee, Bret Calvert, Taylor Kennedy City of Lubbock - Lowhead C Pipeline Culvert Piping Replacement GUNTKAG 1 MUUII-IGA I IUN Kt_WlJtJ I PROJECT: Low Head C Pipeline PROJECT NUMBER OWNER: City of Lubbock 15477 CONTRACTOR: Garvey Construction 7339 CM: Freese & Nichols (Bret Calvert) LUB19278 ENGINEER: Freese and Nichols (Michael McBee) LUB19278 Request for Change Proposal 005 Demolition & Removal of Existing Culvert Piping and the Installation of New Dual 30" CMP Piping with Backfill and Road Base back to existing grade. Installation of 18 Cubic Feet of 6" RIP RAP with outfall excavation improvements and excess material haul off. Item # Engineering Directive # Description Qty Unit Cost Per Extended Cost Removal & Replacement of Culvert Piping East of Quincy 1 LS $ 9,837.97 $ 9,837.97 Outfall Remediation 1 LS $ 7,210.99 $ 7,210.99 Total 1 $ 17,048.96 Contractor: Garvey Construction Date: Taylor Kennedy Recommended for Payment by Engineer By Approved for Payment by By Date Date �4 Al By Date Approved for Payment by By Date Change Order Proposal: 7339-05 Removal & Replacement of: u.wert Pip ng Ea t of Qu ncy 04/22/22 WCD Details: t Removal of Exist ng Culvert Pip ng and the In to lat on of New Dual 30' CMP Piping w th Backfi I ar , Roa, Brae back t • east ng grads Gal nY ADVANCING WAT6q GattiOtalbn Un-Burdened txe m1w P ow+ V 7 + .qu OwrTMr Regular Tlme OverTme SUGGESTED HUNG Sam Rite AM UmmPiorn st U.mple3mml con, nsatbn wwro, LssoPi Wsm +tlos Murano W. M.N.na.e RATE M+dliam D.n+) (tmt] 0uumnr. $413/h+w 1-.- WIM(001 -41`1.1'13 J-H.-V) (PerNwrx401 7.63x 0.60% 1.M% S.- 1.7" It.00x 3.So11 3501i 6- puts, f - ..W eanswo-doU f 4.so co,. Costs 0- Noun 42PRO)ECT MANAGER. S 60.10 S 4.W 5 036 S 1.06 5 313 5 1.0) S 721 S 210 S 210 S 3.61 S $71 S S.06 $ 0.10 S 6.25 S 4.50 $ 10726 S 13701 2 S 214S1 S4 SUPERINTENDENT- ASSISTANT 42 3.1a S O S 01S S -Is .71 5 IO S 1.5 S 257 . 2 S S 7. S .1. s at 31 S 9774 6. 60 OPERATOR HOURLY 212 5 .1)S ON .4 13 S 097 0905 l67S 2Wf M S 63.27 $ 378 22 701ABORER HOURLY $ 2201 S ."Is 0.13 t 0.39 6 IS 2.015 sc,&I S 0. S 5 S 3d S• 5 50.16 16 is 61661 Long Term hews Short Term Crews PER DIEM Daysfort Is Work Monthly Per Diem working Dan per Month Dairy Per Dlam fuN Not.1 Food Total iubsltance 545UPERINTENDENT A 1 TANT 102 S 1.- 22w 5 Z. Z. $ 1127 60OPERATOR HOURLY 1.00 S 500.00 2200 5 $ 36.36 70LABORER HOURLY -Is a00.00 m 5 36 so 7273 TOTAL $ 545.45 EQUIPMENT D.urlptbn Hourly R:b Heurs On sit. Daily R. D.ys On sn. weekry "to weeks On she Monthly Rate MonNs On she Operating Cost/H• Operating H- Delivery/ N4l Up Quantity Extended Cost CAT 316 Eaavator - Rents S 861.00 100 5 2,263A0 i:ry. 21 5 1.. too $ 2485W =# $ 5 TOTAL S 2,085A0 MATERIALS Vend. Reference Desalptldn Quantity Unit Unit Celt Wooded Cost Blnmark5upply Company 30'CMP Piping -3Q'Lon Joints 60 U 5 60.00 S 3,600.01) PIT Materials Commertill Base - Baker PR 22 t 207'. S 4S650 S S S TOTAL I$ 4,0S6.50 SERVICES Vend./Subwntncl. RNer,nce DesWpti•.: quantity:ntt Unit cost ExteMed Cost 5 5 TOTAL $ Summary. TOTALS Dyed Con of LAW 5 IA6730 S S45.45 S 2..500 S LOWW S S 1283.21 $ 9.83737 S Gre[t Cal of Per Diem OtM tostel Feeipmenl D'u.. Cal of M+lerHk Urett Cal olLAton[rMa Cwt-w . "t" Pre.l Cal of BaM PreMom TOTALCOST S 801P37 I TQTAL:! 5 1.867.80 Change Order Proposal: 7339.OS Outfall Remediation Work WCD Detalls: Installation of 6' RIP RAP in 20 FT n 20 FT a 14' and reshape of outfall material pattern to eliminate channeling 05/06/22 Gar.rarLaDi AOVANCINO WATBR CL-Iintlon Un-Burdened FM Federal Sup WOM,en. General hmbr Nmpn NaMaYI].ixl wca�p I" Can.urn Ipaluawn Greta VeNde VeNW {tied aM Reaupr Time Mw1Yne Regular Tlme Over Time SUGGESTEDNUNG Bess Rate AM -plc,-t uemplaynrent fsmpn.nM Lu1Dty Loop) wim W. awrsm in. aFHmeww RATE Meaore IT-) IT-) Mwarxe f4mn- In.,rarrre .suMlD:ol .wM1D:H•s.s INr snow. 401 INr ear a 40) 7.65% o.60t1 176% S.70% 1)a% 13.ODIt J,m caox 9.50% s 5N Vanatle vatuafe pavan+ f 4.5.] ants Cmo Hour. Noun 42 PROJECT MANAGER 5 60.10 S 4.60 S 0.36 S Los S 343 S to? S 721 S 21 o s 161 S 57. s 5.06 S 010 S 625 S 4•,, S 10]26 S 1 5 545UPERIMENDENT ASSISTANT $ 42 B] $ 3.ia f 0.26 S n]S S 2N S 0.]6 f Sl4 f l i0 f 257 f 4.07 S 5a f 0.09 S 750 S 450 f 1231 S 74 6 5 493.Be 600PERATOR HOURLY $ 2)III L 2.12 f O.0 f �: a9 S 150 S DA9 S 333 S 9 97 S 16) S 2U S 5.06 f 0.0a S f f 47J. S 63.11 6 $ 283.6] 70 LABORER HOURLY is 22 00 S 1.6t S 013 f S 125 5 0.39 ' 2. S _ 7) S 132 S 209 $ 5.06 f Roils S S N 54 $ 16 12 is 462 46 tort Term Crewe Short Term Crew. PER DIEM DaysforthX Work I Mon- Per Went Wanking -per Month D.1 par Olem Fud Had Food Total SoWtanoe 54 SUPERINTENDENT ASSISTANT S 1.700.00 12.•3• 5 n:' S 77.27 60OPERATOR HOURLY 1.1000o S eW.00 120o f 5 3636 70 LABORER HOURLY 1.00 S stowl 12.00 1 S Him $ 7273 TOTAL $ 545.45 EQUIPMENT Description Hourly Rate Hours 0. Site I Daily Rate Dart On site W""' Rate Weeks on Site Monthly Rap Months on site operating Cost/w Operating Hours Delivery/ Pick Up Quantity Extended Coat CAT 316 Fxuestor- Rental f W.00 1.00 S 22NA0 is Isoul 2115 100 1,OSO.OD 1.00 $ 2.�?": •� S $ TOTAL S 21035.00 MATERIALS Vendor Reference D.,cdptipn Quantity Unit Unit Cost Extended Coot PB Materials 3D'CMP Piping -30'Wngl nts 35 T 40A0 S 1,400:- S S S - rDTu I $ 1,400.00 SERVICES Vledor/Subcontractor get.. a De arlption Wantity Unit UNt Cost Exceeded Cost Ewa Material Haul OR Hourly Trucking for Haul Off 10 10D.0D $ 1,000.00 $ TmAt $ 1,000. Summary: TOTALS Wed con or poor s 1.21997 s s4s.4s s Zters 0 s L400A0 $ L0X000 s 910.56 f 7.21099 S w«t cotdvd Dem wed curd Eeu1-1 writ wtaManaab w«t COa. eI SuD[mbad« conVarlal. Fee SW1pa wed Cat oreww rremum TOTAL COST S 7.220" TOTAL 1 5 1,239.971 CP-007 Misc. Improvements From Substantial Completion Walk-Thru FREESE INICHOLS Change Proposal PROJECT Low Head C Pipeline PROJECT NUMBER OWNER City of Lubbock 15477 BUILDER Garvey Companies DESIGNER Freese and Nichols, Inc. CM Bret Calvert CP No. CP-007 CP Description This Change Proposal Request is combined of various items identified during the Substantial Completion Walk through. Specification Drawing / Detail NOTIFICATION BY BUILDER The Builder proposes to make the additions, modifications, or deletions to the Work described in the Contract Documents, as shown in Attachment and requests that you take the following action: Purpose of Change Proposal New Change Proposal Requested Action Issue a Work Change Directive or Change Order for the described change Basis of Compensation Lump Sum calculated using Cost of Work provisions in General Conditions paragraph 13.01 Required Documentation - Detailed cost breakdown attached showing labor, materials, equipment, and all other costs for this change - Schedule attached to show impacts and justification for requested change in Contract Times Total Change Proposal Amount $ 35,416.34 Adjustment in Contract Time 0 days Attachment CP-007-ChangeProposa107-Misc.ItemsfromSubstantialWalkthrough-Taylor Kennedy-Pending.pdf Submitted By Taylor Kennedy Date 06-27-2022 CONSTRUCTION MANAGER'S RESPONSE Recommended Basis for Compensation: Unit Prices Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents. Status Recommended for Approval Action Final Distribution Comments Approved - will be included in the Reconciliation Change Order, see attached City of Lubbock signed CP Attachments CP-007-ChangeProposa107-Misc.ItemsfromSubstantialWalkthrough-Bret Calvert - Recommended for Approval.pdf CP-007-ChangeProposa107-Misc.ItemsfromSubstantialWalkthrough-Taylor Kennedy- Pending.pdf Response By Bret Calvert Date 07-11-2022 PROJECT: OWNER: CONTRACTOR: CM: ENGINEER: The below items are a result of items CONTRACT MODIFICATION REQUEST 15477 7339 LU819278 LUS19278 Change Proposal 007 11 Item # Engineering Directive # Description Qty Unit Cost Per Extended Cost Change from Original to Wood Panel Fenn 1 LS $ 16,545.97 $ 16.545.97 Installation of Gravel and Mow Strip Between electrical pad at the Antenna Site 1 LS $ 3.985.80 $ 3.985.80 Rotation of Manhole Lid on 26th Street 1 LS $ 268.95 $ 268.95 Relocation of the Fiber Boxes at 26th Street & The West 62/82 Bore 1 LS $ 5.085.49 $ 5,085.49 Rain Catches for AN Traffic Rated Manholes 1 LS $ 2.899.83 $ 2.899.83 66th Street Sewer Manhole Repairs 1 LS $ 6,630.29 $ 6.630.29 Total $ 35,416.34 Contractor. Gamey Construction By guara Date: 6.17.22 TaYIN Recommended for Payment by Recommended for Payment by Engineer Construction Manager By - 06/21'2022 By -];W ZF 20220621 Date Date Approved for Payment by City of Lubbock By Change Order Proposal: 7339.06 Change in Fencing Mate als from Original Fabric to Cedar Post 6 1722 Gq I gy WCD Details: Th,, elucirs the pric ng for the change in th, ;I,g r-al scope of work t—stall Chamlink Fence with Fabric to Western Red Cedar This would include the orig.nal fence posts that are a ready.nstalled ADVANCING WATER Please ri,tr that this does not Include any revised grounding system from the original design. If there any grounding need: to change th-s will b•• an add.tional cost Classification Un-Burdened FM Federal fate WakmHi', General ft.s pe'uWi I Y 3.T% Vary 56%5 , Hea Deena rare 1. tl, bw+a[. Ye I eFuN aM Reau41liln, OW1 Tbr% Regular Time Over lima SWGUTED a1UNG a'" "am and U em.aY .eM Or%mplo_ Campeeasui Liability (ESOP) (.OI.I. able Mw — We Malifl— RATE Median, Daaal Dewar) Mwranu $..]/hour hu mi— -SUM(DO) -WMIolr..S jeer—,.") (Pe—ir.w) 7.65% 0106 176% S.70% 1.781's 12J 3.50% 3.30% 6A0% 9.0% S SA6 VatlaNe v baa—deis $ ..SO Cast, Ceres H— Hours 42 PROJECT MANAGER $ W.10 5 a.0 5 .16 s 1.. S 1.43 S i¢I 5 .,I S 210 5 210 5 361 $ 17. $ s06 S 0.10 $ 62] 5 a.50 S 10736 5 t])Ol a S 321.717 5. SUPERiMENDENT ASSISTANT $ .2.87 $ 1.29 5 vtb 5 07$ 5 2.0 $ 0.I6 $ Sla 1$0 5 150 5 RA HOURLY PT $ 2775 $ i1i $ 01) S Oa9 $ 1Sa 5 0.ay 5 73l S 0.9I $ S 0.9) 5 1.67 S 2m" 5 5.06 S 0.0. 5 5 5 4728 5 63.27 S 70 LABORER. HOURLY $ 22.DD 5 168 $ .1115 0.39 S 125 $ 0.39 5 261 S 07) S 077 5 133 1 S 209 $ 5.06 $ O.a is 5 IS 38.5. I S So 16 1 S i TUTAL:i Long Term Craws Short Term Creep PER DIEM Daysforth:: Manlhry Workllsg Oays per wiry Fu-; Hmet Food Tolai Subs l:nca work per Dlem Month Per Diem Tore 5 SERVICES Vendor/Subc..1.0. ....rive Description G.an••ty unit UnitCos', Extended Cost Mistate Fencing Modllkat-". Change to westem Red Cedar 5 to, W8.88 It;]08.6g ACME ELECTRIC No Costf are included nor any ground-ng ouUide of the Posts TOTAL $ 10,708.88 Summary: TOTALS Duett cost of Lebw 5 371 )) 5 $ $ 5 I S 5 $ —Cat al Per Lie OkM Cost oI Iqut n ."t-1 of wit. reel eat of Subrontran conuanoh In $Wtotal Direct cat of Baid hem u TOTALCOST Change Order Proposal: 7339-06 Installation of Fabric and R57 Stone between Fence Curb and Electdwl Pad 6.17.22 WCD Details: This includes the costs associated for the final grading of all ground within the Fencinc Curb and the Electrical Pad. This also includes the installation of Landscape Fabric & 2' of 057 Stone around the entirlty of the electrical pad Gaews wAt, :alf A WAIRIN4 NAS lM Cbwfi,.i Un-Burdened NU NdarN 5— WMu , GanNal Nnrbn Mmbn oration(-%) Caluurle NCNAa G— vd�NAaax�, V,ddaFwl end MSNar1NN orar ]ana Ra WTime OVn Time SUGGESTEDBIUNG Base Rate Anp Unarnpl— YonnptaYrnml TamparrsNlrn W6WY (LSOPI (adll4 aMn auwam We MaNlamNe RATE Me;Mre Raml Rem) anuranra Hsl/INv Mslrarw •wM(tro) �HIM(D.U'IS (MrNam Gaol (Partloorxa0l ?m% 0.60% L)6% Lm 1.7a% 12A0% 1.50%600% L 9.50% f 5.06 Vadaga vadaW pr clan S CwM1 lmM1 Houn Noun a2 PROIER MIWAGER $ 6010 5 a•- $ 036 $ 1.06 s 343 s 10) S T21 S 210 5 Sal S $]I S 5.06 S o 5 625 S 450 5 loll- S IITOI 1 $ I07I6 H SUPERIMENDENT ASSISTANT $ 1287 0.26 S 0.)5 S 2M 5 0.76 S S.la S I- 5 25) S a.o) S S1 s 0.09 5 7.Sa 5 41 S 82-31 S 9))a a $ 329.23 ;;OPERATOR. HOURLY $ 2775 5 212 S 0.17 S O.a9 S IU 5 a 9 S 3,33 S 017 5 -7 S 16) S 26a S 506 5 OM S S 5 4729 S 11.2) $ 70 LABORER HOURLY Is 2200 5 Ibe S 0.13 S 039 S 12S 5 0.39 f ]W S 077 S 07) S 13215 203 S S06 S w S S S —Is 50.16 16 $ 616.61 lorlg TennC M Sh-Term Crews PER DIEM Days for this wort, Monthly per Diem W.,ing Dari per Month Oath per Wem Net Note) Food Total5ubs11arHe H SUPERINTENDENT ASSISTANT L I)0000 22 f : 27 $ - 60OPERATOR HOURLY S 800.00 22.00 f m.m $ - 70LABORER HOURLY 200 f a00.W 22.00 S 36.M $ 7273 TOTAL $ 431.82 EQUIPMENT DeWlpibn Naurty Rate xeun On SR. DaUT Rate Dari On Site WeeWy Hale weeks On Ate Melllhty Mte Menlhf On Site operating Cosl/Nr Operating MOun 1MRYery/ Pick Up QuanIRY Emended Coal CAT316Exrawtor Rental S "Im S L263.e0 S Nolg.0 1 S Losoo0 S - $ 5 $ - TOTAL $ MATERIALS Vendor MI —roe Description Quantity Unit Unit Cost Extended cost Nome Depot V.SDtandsrape Fabric 2 EA $ 1850 $ 3700 Pit Materials 057 Stone 180 R $ 1090 $ 1,944A0 TOTAL $ 1,981.00 SERVICES Vendor/Subcontractor Reference Description Quantity Unit Unit Cort Extended Coat TOTAL Summary: TOTALS Oren Galena!= S IAsS.Io s a3112 S S 1."Loo s S 519" S 3,98580 f went -Pe'— m-C,,nm Eaatpment are, Cast of Matedah arenc-ef a pMor Comrxtal3 Sae SublWl arMCal of Ball; PrNM,m TOTAL COST 5 3.9es.w TOTAUJ $ 1,05310 Change Order Proposal: 7339.06 tacavationand Reorientation of M.nhole Lid in 26th Sueet 627.22 WCD Detalls: I t the «cavalion is reo Walion of the Manhole Lid in 26th Street Qdy w ANCWO WATRO DasU tm UOBwd«N WU Ray !Noel SYY We-Yyr•+m (1-4 I— C•ea.m•S•R fr.) W6NY 1>LXa2 I.nr1M 1L•O•I Iwlm How 11.ed.r LS%1 V.Ydae f% .an Mw.n M.SI/Mw W. A.s.%%. VewYr%x.N J1412P. --.011•1.3155% RATE .aarnRYr.�• a— PROJECT MANAGER 5 (A S a60 S =S16tISS 7 5 711 S ]10 f I. S 361 S"' f1. S 010 S 61S S .50 S II10155 SUPER NTENDENT. ASS,STMT S .2a S IE. S .21 S on S IF S % S 5.1. S ISO S 1. f 111 S a07 S 1. S 009 f 1. S .50 S .1. 1 S a131 W OP2MTOR: HOURLY 1 171 S l 5 1 f OA9 f L 5 131 f 1 f r 3 ]6) S b f db S O. 3 S S 1 S a).la 70 U90RER: HOURLY S 22 S IN S 011 S 039 S Ilf f Ol. 1 I6. S o11 S .7i S 13l S I09 f 306 f OW S S $ L5• S W16 1 S 395a Lens Term OnmS IShen Term Dews PER DEEM Dava for uda work M-10, Per D. WerLMR Data p.r Memh WR' Per DYm !.� xoY• reed Ta� IhOtaa• aO PROJECT MaHAGER 5ENWR S LT. IT.. S lour 3 42 PROJECT MANAGER S IT. S yt 11 5 U PROJECT MANAGER ASSISTANT $ IT. f 11.21 S3 SUPER NTO.DEHT S t.t.. It. S let 21 1 S. SUPER MEHDEM aSSISTANr S IIOD S 717 1 S SSHELOiNG NE ER. S 1.-to 3100 S n00 5 YOOPEMTOR:HOURLI 5 bOW II00 S ..I--$ M0 RER:HOURLY $ 1I00 S l6M TOTAL S EQUIPMENT D.,wpuee xewN aay 11oun On SR. wIN Rota Dew On sn. w«W Ray w«b onsxe Momhh Rat. Menth3 On sH. openury emt/xr O«ntlna Noun DaUnR Y/ PHAUP owmxY ErteNN Con CAI M6 E—.1.-ReeW L S l.iWw bv17w 5 IA50 D] S John Deer. R.66er Tee BacUHx t S S 1 I1 n 10. 5 S iS S TOTAL S 63.)S SERVICES V.Nar/SVb[wVMor Relertme DesalpUon QwntHy Unit UOR faw -c*7 Con 5 5 tosu Summary! TOTALS wxal.m� 3 1x s s "A s s - s 6tA5 $ ISatA s weneoxarer w.m Oemta[a [OepOem pvYt coxavwH%h p:eneolrawe�wr.H Y.gaV artrt rax •I wa n3.evm TOTAL COST 5 SS.K ;//| ; � | ! ---- |� �| ; sit | ; |!§ ! § || . I f|| "Ji$| � 2| \\\\■ $| :_.. ■;!; ----- -�| ---\� 41 --| � | f| , All � ..| � | , I � ----� ■ || !■12 ! Change Order Proposal: 7339-06 n ltaiiaton of Rainguards •n all Traffic Rate Manhole, WCD DetaIIS: This Includes the costs for the pr..-•.,e- t & ir,,tallation of Ra nguard, in all Tra(Rc Rate MarWes 6.1722 GaEney wl7ywxtNu ww, nN Malawi- Ue-Burdened rOA fNem1 SWe We,tm,'r General nmbn Pemba neOday D.s%( VaM,bn16%) Comunw NeaM{Oenu _' VeNda A"__ WNW 3uN ena R—W,— owr_ R.Plru'me Over Time SUGGESTED&UNG Base Rate — UnemP.—, UnempbwrNnl CDmpelwlbn W.IstY (EWPI (401K) atlas uh, Mab,eMnre RATE Zn, (T—1 from( Imu.— S•S3/twur In,uram �M(D.0) •SUMID1'13 IrerNwra40l (M)Nwrx40i 7.65% v.60% 1.76% S70% IM IL00% ).SO% JIM 600% 9.50% S Sqa Vadatle wda6le prdm S 4.50 Cons CDn1 Hours Xours 62 PROECT MANAGER $ 6010 S 4E0 5 0.36 S 1.. S 3.3 S 1.oI f 7.21 f 210 S 210 S 3.61 S S71 S soils 0 S 6.2S f 4S0 S 10726 S 13702 1 $ 10726 5SUPERINTENDNTASISTANT O. 11S 150 S4R7 40 S a S 974 $ 600PAO )S A 33l S 6 ) S 63.3) S 70LABORER HOURLY 5 2200 S 1ra 5 0.13 $ 0.39 S ll5 S o19 $ 2.6s S 0.7] 5 07] S 132 S 209 S SO6 $ V.Os $ f S 39Sii S fU 261 16 $ 616.61 TOTAL:I �, /LS.O/ Long Term Dews $her) Te. m Or — PER DIEM Day, for this Work Monthly Per Diem Working Days per Month DaBy per Diem Epe, XMeI rood Total iuwtance 54SUPERINTENDEN! ASSISTANT S I.%I0A0 2200 S 11.21 $ 600PERATOR HOURLY kW00 22.. S 70LABORER HOURLY 2.W 800A0 22M S 5 72 !3 TOTAL $ 7273 EQUIPMENT Descdpt•on Noudy Rate Noun On Site Daly Rate Days On Site Weekly Rate Wee, On 5i Menthh Rate Months On Site Operallrlg Cost/Nr Operating Xourl Delivery/ Pick Up Qurnt.ty Extended Cost CAE 316 Earavatm-Rental ?2ri S c 1 a7S S I.vSow $ $ TOTAL $ MATERIALS Vendor Rate.— Description Quanliry un-t unit Cr Extended Con Denmark Supply Company Raingvard Inflow Wirtecwr I EA IISAO S 5 5 TOTAL $ 1,725.00 SERVICES Vender/Subcontractor Reference Description Quanliry Unit unit. Exte^� Cost S f TOTAL $ Summary: TOTALS Urn, Cm,. utor S 7333, S 72.13 S - S 1.13501 S S 371124 S 2.69943 S Oren Cm, A P,, Uem Wen Cmc0r E4uipmen, N—cim05Mberuh UrNt Cm, M SWremradm Con,ra[,o/s fee Subtma ..iCm, of Bond lreMum TOTAL COST 5 2a99e1 Change Order Proposal: 7339.06 Removal & Replacement of Culvert Piping East of Quincy 04/22/22 G ./ ,Enffe WCD Details: This includes the costs associated with the correction of settlement of the existing City Sewer Line. These repairs include the sawcutt.ng asphalt, excavation, installation of Rowable fill, installation of final 2' of Asphalt ADVANCING WATBR and the installation of a concrete manhole pad. This does not include any traffic control as this work Occurred at the time of existsing repairs at Gamey's cost. ClastlflcsGms U.BUd.ned FOR Federal State Wakmm's G-1 PenYen PmJen HOday13.5%) VxHbn(b%) Cemuma INa%hB Group VeNMABmseie VeNdaEWaM Reaubr Time O-Thm Regular Mine OwrTime SUGGESTEDBIUNG Base gate AM Medtwe Urtrrnplomnml trn piftm- Renal Com Ueo IT-) UabMW tnu rance (ENDP) (4016) abin en eeniu, 54-53/hear ule I n.amer Mriitenanre •stlMl¢DI •SUMIDd1'13 RATE I Per xpur x al IPr 1t.r . wl 7.0% JIM 1.76% 5.)0% 1.7" 12.0016 SS0% 3.S0% 6.004 950% $ 5.46 yrlaNe Yriaek-Jan $ 4.so Cats cells Hours Hours 42 PROJECT MANAGER: S 60.10 f 4.60 $ 0.36 S 1.06 $ 3.43 S 1.07 S 7.2. S 210 $ 2l0 S 3.61 5 1.71 f 5.06 I S 0.10 S 6.2SI S 4.50 S 107.26 1 S 137.01 2 1$ 21451 54 SUPERINTENDENT: ASSISTANT $ 42.g7 5 3.28 S 0.16 $ 0.)5 f I.0 $ 0.]b s 514 S 110 f ISO 3 251 S a01 S 5.06 S 0..W 5 730 S aSD S a131 S 9)]4 4 $ 329.23 6D OPERATOR: HOURLY $ 27.75 $ Ili $ O.l] $ OA9 S 156 S O.a9 $ 3l3 S 09] $ 09) S 1.67 $ 2.61 $ 5.06 S 0.. $ $ $ 4728 S 6327 2 $ 9456 701ABORER: HOURLY is 22.00 $ 1m S 0.13 S 0.39 $ 125 $ 0.39 $ 2.64 f 0.]1 $ 077 f 2.3215 2.09 $ Sq6 S ON $ S S A. Is so.6 4 $ 15/15 long Term Crews $wn Term Crews PER DIEM Days for this Work Monthly Per Dim Workig Daysper Month Dairy Per Diem PUN Hotel Food Total Subsitance S4 SUPERINTENDENT: ASSISTANT S 1.)0000 22.00 S 7727 $ 600PERATOR: HOURLY 5 M.00 22.00 S 36.36 $ - 70LABORER: HOURLY 5 B0o.o0 12.00 S 3636 $ - TOTAL $ 3S9.09 EQUIPMENT DeWlption Hourly Rate I Hours on Site Dairy Rate Days On Site Weeldy Rai Weeks 0. she Monthly Rae Months On Site Operating C-Ift Operating Hours Delivery/ Pick Up Quantity Extended Cost CAT316Excavat.-Rlntar S I05.00 I.OD S "I.00 $ 7.163.00 S 60.019.00 S 31 )5 2.00 S 1.050.00 $ 25350 - TOTAI $ 253.50 MATERIALS vendor Reference Description Quantity unit unit cost Extend cost Cost PB Materials 2- Sack Plowable Pill 20 CY $ 300.00 $ 2,000.00 S TOTAL $ 2,01110.00 SERVICES VIM. /Subrontraa. Reference Description Quantity Unit Unit Cost Extended Con PAVECON Installationof2-of Asphalt 30 w $ 5375 $ 1,61250 PAVECON Installation of CurNrete Manhole Pad 1 FA $ 1,010.0015 1,010.00 TOTAL S 2,622.50 Summary: TOTALS w ccuw S 792A5 S 3S9.09 S 253.50 S IAWM $ 2.6225o 5 602n S 6.630.29 f 0UMC IPer Die WKICoitot Eoipmen WMCOAoI MatMah DirM Celt ofSWconUM CenUMWsi. SubtoW 0vM Con elBrd hem' TOTALCOST S 6,630.29 TOTAL � $ 792.45 � Benefits Reduces Inflow. With sewage treatment costs rising, and many city systems strained to the breaking point, city officials are taking a closer look at streamlining existing plant operations and sewer systems. One way to make treatment plants more efficient and cost effective is to eliminate rainwater and other run-off from the sewer system. LFM's RainGuard Inflow Protector solves the problem of infiltration into the sewer system through manholes. On an average rainy day, a manhole can allow anywhere from 3,000 to 12,000 gallons of rainwater to enter the sewer treatment system. Reduces Sewage Treatment Costs. The RainGuard Inflow Protector reduces sewage treatment costs by reducing the amount of rainwater and other run-off from entering the treatment system. Controls Manhole Odors. Odors that come from a manhole can make the air we breathe rather unpleasant. The unique design of LFM's RainGuard Inflow Protector stops odors from rising out of a manhole. Quality Assurance At LFM, we stand behind the products we build. The RainGuard Inflow Protector carries a full one year warranty against defects and workmanship. Speak to your LFM sales representative for complete details. Tres Strong and Lasting Construction The RainGuard Inflow Protector and its associated components are manufactured from a corrosion proof material called acrylonitrite-butadiene-styrene (ABS). This material is a high impact, high grade material manufactured under ASTM Specifications D-256 method A, D-638, D-790, D-785, D-648 method A and D-635. The RainGuard meets or exceeds all of these strict requirements. Its anti -corrosive nature makes it suitable for the harshest of sewer atmospheres. The RainGuard is impervious to such common sewer gases such as Hydrogen Sulfide and dilute Sulfuric Acid. The RainGuard Inflow Protector comes with a pressure sensitive adhesive gasket that is placed under the rim of the protector. The gasket is made of a high quality closed cell neoprene which is designed to give a long lasting bond in either wet or dry conditions. Options Our RainGuard Inflow Protector can be built with many different options to serve your specific applications. LFM can install a gas relief valve, a strap and/or a vent onto the inflow protector. The gas relief valve is designed to relieve gases at a pressure of 1 psi and have a water leak down rate of approximately 5 gallons per 24 hour period. The RainGuard Inflow Protector can be built with handy straps attached, making access to the manhole easy. We build Rain - Guard Inflow Protectors in many different diameters and with many combinations of options to fit your specific need. Contact your LFM sales representative to find out which options and which size best fits your needs. Measuring Procedures 1. Remove the existing manhole cover. 2. Clean the manhole rim or flange of any dirt or debris, to insure accurate measurement. 3. Locate the CLEAR OPENING of the manhole rim. This is the INSIDE DIAMETER measurement (ID) as shown in the diagram (at right). 4. Take two or three readings along the inside diameter circumference and record the smallest measurement to the nearest eighth of an inch. 5. Locate the outer edge of the manhole rim. This is the OUTSIDE DIAMETER measurement (OD) as shown in the diagram (below). The OD measurement and the bottom of the manhole cover will have the same dimensions. 6. Take two or three readings along the outside diameter circumference and record the smallest measurement to the nearest eighth of an inch. 7. Provide dimensions A and B on the cover as shown in the diagram below. Please indicate the specific type of manhole frame and cover that you have, i.e. standard (heavy or light duty), locking, boltdown, watertight, etc., along with the name of the manufacturer, and if possible, include a drawing. Refer to Diagram 1 (below) for critical dimensions which are required when ordering LFM RainGuard Inflow Protectors. Diagram 1 - Dimensions to Measure OD B �— A ►I T ID - Inside Frame Diameter (Clear Opening) OD - Outside Frame Diameter A - Drop Ring Diameter B - Drop Ring Depth (From Underside Cover) CP-008 Time Extension for Final Completion to Coincide with LHC - Pump Station Ig mey City of Lubbock 1314 Ave K Lubbock, Texas, 79401 Attn: Josh Kristinek 1030 Andrews Highway, STE 304C, Midland Texas Phone: 816.741.4600 www.gamey.com 7/22/2022 Re: Request for Change Proposal No. 08 - Contract Time Extension for Low Head C Pipeline Dear Mr. Kristinek, Garney would like to propose an increase in contract time of 168 calendar days due to the contract extension on the Lowhead C Pump Station Project. Upon Start Up of the Lowhead C Pump Station, Garney will remobilize for the chlorination and bacteria testing of the Lowhead C Pipeline and the final testing of the pipeline SCADA components in correspondence with the Lowhead C Pump Station. C. CC: John Turpin, Bailey Ratcliffe, Nick Lester, Michael McBee, Bret Calvert City of Lubbock — Low Head C Pipeline COP — 008 City of Lubbock — Lowhead C Pipeline Additional Work Near Marsha Sharp PA-011 Release of Retainage Less $100,000 Project Low Head C Pipeline Project Number Owner City of Lubbock Contract q 15477 Contractor Garney Construction 7339 Construction Manager Freese and Nichols (Bret Calvert) LUB19278 Design Professional Freese and Nichols (Michael McBee) LUB19278 Application No.: it Application Period: 4/2612022 to 7/25/2022 Contract Time Summary a Date of Notice to Proceed 2/1/2021 b Original days to Substantial Completion 300 c Original days to Final Completion 390 d Original Substantial Completion Date 11/28/2021 e Original Final Completion Date 2/26/2022 f Approved time extensions in days 340 g Current days to Substantial Completion 640 h Current days to Final Completion 730 i Current Substantial Completion Date 11/3/2022 j Current Final Completion Date 2/1/2023 k Days Charged to Date 451 I Days till Substantial Completion 0 m Days till Final Completion 279 n Current Anticipated Date of Substantial Completion 5/19/2022 o Current Scheduled Date of Final Completion 30/1/2022 p Substantial Completion - Days Ahead/Behind Schedule COMPLETE q Final Completion - Days Ahead/Behind Schedule 123 days ahead Summary of Earned Value and Setoffs r Original Contract Price $ 8,915,699.95 s Approved Contract Modifications $ 254,183.58 t Current Contract Price ( r+ s ) 5 9,169,883.53 u Total Earned Value of Original Contract Performed as Shown on Attachment A $ 8,915,699.95 v Total Earned Value of Work on Approved Contract Modifications as Shown on Attachment A $ 254,183.58 x Total Earned Value of Fees, Work and Materials ( u + v) $ 9,169,883.53 y Total Earned Value of Fees, Work and Materials from prior Application for Payment (x on prior application) z Current Earned Value (x - y ) $ 9,169,883.53 as Amount Retained as Shown on Attachment D $ 100,000.00 bb Net Earned Value of Work and Materials (x - aa) $ 9,069,883.52 cc Net Earned Value of Work and Materials from prior Application for Payment (bb on prior application) $ 7,711,894.02 dd Balance Due for Net Earned Value of Work and Materials $ 1,357,989.50 ee Net Set -offs as Shown on Attachment C $ ff Payment Due $ 1,357,989.50 The undersigned certifies for Contractor that all Work, including materials, covered by this Application for payment have been completed or delivered and stored in accordance with the Contract Documents, that all amounts have been paid for Work, materials, and equipment for which previous payment has been made by the Owner, and that the current payment amount shown in this Application for payment is now due. iN,t,�4 � 7/22/22 Signature Date Recommended for Payment by: Approved for Payment Freese and Nicholls Engineering City of Lubbock 07/22/2022 Signature Date Signature Date Application for Payment Page 1 of 7 Application a i ii moeoaoaoamm�n�mom oo memmmmnmo I�I� 1 I��I��VIYIIINI�I�IIIR�IVI�1� ! IARI �IIMIMI A �I IINI�II�IIU� A i Attachment B - Tabulation of Values for Materials and Equipment Project Low Head C Pipeline Project No.: Owner City of Lubbock Contract N 15477 Contractor Garney Construction 7339 Construction Manager Freese and Nichols (Bret Calvert) LUB39278 Design Professional Freese and Nichols (Michael McBee) LUB39278 Application No.: 11 Application Period: 4/26/2022 to 7/25/2022 (a) Item No. (b) Description of Item (c) Supplier (d) Application No. (e) Attachment "A" Item No. Reference (f) Invoice No. (g) Invoice Value A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006487 $ 137,291.27 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006488 $ 28,294.79 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006489 $ 86,217.60 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006490 $ 172,229.20 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006499 $ 217,113.35 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006619 $ 172,229.20 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006643 $ 34,445.84 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006689 $ 172,229.20 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006722 $ 17,222.92 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 3 A CD99006726 $ 11,686.98 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 4 A CD99006772 $ 17,171.24 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 4 A CD99006773 $ 3,075.52 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 4 A CD99006776 $ 10,825.83 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 4 A CD99006812 $ 185,823.01 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 4 A CD99006814 $ 15,293.94 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 4 A CD99006880 $ 17,222.92 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 5 A CD99006952 $ 15,291.49 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 5 A CD99006961 $ 13,651.62 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 5 A CD99006970 $ 9,748.16 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 5 A CD99007050 $ 46,132.80 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 5 A CD99007079 $ 13,532.29 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 5 A CD99007100 $ 61,510.40 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 6 A CD99007166 $ 13,139.17 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 6 A CD99007171 $ 6,151.04 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 6 A CD99007198 $ 128,290.93 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 6 A CD99007338 $ 180,840.66 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 7 A CD99007475 $ 68,891.68 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 7 A CD99007496 $ 91,327.65 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 7 A CD99007529 $ 4,326.55 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 7 A CD99007563 $ 172,229.20 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 7 A CD99007558 $ 6,652.00 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 7 A CD99007620 $ 168,940.84 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 8 A CD99007706 $ 74,874.18 A 36" AWWA C303 BWCCP and Fittings Class 150 Thompson Pipe Group 8 A CD99007797 $ 214,008.31 A 36" AWWA C303 BWCCP and Fittings Class 150 IThompson Pipe Group 8 A I CD99006901 $ 22,888.22 Total Invoice Amount of Purchased Materials $ 2,610,800.00 Application for Payment Page 3 of 7 Attachment B Attachment C - Summary of Set -offs Project Low Head C Pipeline Project No.: Owner City of Lubbock Contract 815477 Contractor Garney Construction 7339 Construction Manager Freese and Nichols (Bret Calvert) LUB19278 Design Professional Freese and Nichols (Michael McBee) LUS19278 Application No.: 11 Application Period: 4/26/2022 to 7/25/2022 (a) Item No. (b) Description and Purpose of Set-off (c) Application No. (d) Set-off Amount Total Net Set -offs $ Application for Payment Page 4 of 7 Attachment C Attachment D - Retainaee Calculation Project Low Head C Pipeline Owner City of Lubbock Contractor Garney Construction Construction Manager Freese and Nichols (Bret Calvert) Design Professional Freese and Nichols (Michael McBee) Project No.: Contract # 15477 7339 LUB19278 LUB19278 Application No.: 11 Application Period: 4/26/2022 to 7/25/2022 Summary of Amounts Subject to Retainage a Current Contract Price (Line "t" from Application Worksheet) $ 9,169,883.53 b Total Earned Value( Line "x" from Application Worksheet) $ 9,169,883.53 c IAmount Retained per Calculation Type I D $ 100,000.00 Retainage Calculations Based on Type (See Agreement for basis of Retainage Calculations) Type A - Based on 10% Retainage until project is 50% Complete d Capon Retainage (a x .50 x .1) 1 $ 458,494.18 e Retainage which is of Total Earned Value ( b x retainage) $ f Retainage (subject to capon retainage) $ Type 8 - Based on a fixed Retainage amount for project until Substantial Completion g IRetainage which is 1 5% lof Total Earned Value ( b x retainage ) $ 458,494.18 Type C - Retainage based on 200% of the value of work remaining after Substantial Completion h lRetainage which is 1 200% lof work remaining ( a - b) $ $ - Type D - Owner stipulated retainage after Substantial Completion i Retainage which is in the stipulated amount of $ 100,000.00 Application for Payment Page 5 of 7 Attachment D Attachment E - EVA Calculation Project Low Head C Pipeline Project No.: Owner City of Lubbock Contract # 15477 Contractor Garney Construction 7339 Construction Manager Freese and Nichols (Bret Calvert) LUB19278 Design Professional Freese and Nichols (Michael McBee) LUB19278 Application No.: 11 Application Period: 4/26/2022 to 7/25/2022 Baseline Adjustment 1 Month, Year Estimated Monthly Earned Value Estimated Cumulative Earned Value Actual Cumulative Earned Value Actual Monthly Earned Value Estimated Monthly Earned Value Estimated Cumulative Earned Value Actual Cumulative Earned Value Actual Monthly Earned Value Jan-21 $ $ Feb-21 $ $ Mar-21 $ $ Apr-21 $ $ May-21 $ $ 537,158.50 $ 537,158.50 $ Jun-21 $ 550,000.00 $ 550,000.00 $ 1,186,931.90 $ 649,773.40 $ Jul-21 $ 1,500,000.00 $ 2,050,000.00 $ 3,572,355.63 $ 2,385,423.73 $ Aug-21 $ 2,150,000.00 $ 4,200,000.00 $ 3,809,297.47 $ 236,941.84 $ Sep-21 $ 1,500,000.00 $ 5,700,000.00 $ 4,171,751.69 $ 362,454.22 $ Oct-21 $ 1,500,OD0.00 $ 7,200,000.00 $ 4,815,861.90 $ 644,110.21 $ Nov-21 $ 1,250,000.00 $ 8,450,000.00 $ 5,778,352.19 $ 962,490.29 $ Dec-21 $ 250,000.00 5 8,700,000.00 $ 6,448,466.72 $ 670,114.52 $ Jan-22 $ 200,000.00 $ 8,900,000.00 $ 7,238,689.00 $ 790,222.29 $ Feb-22 $ 450,000.00 $ 9,350,000.00 $ Mar-22 $ 5,000.00 $ 9,355,000.00 $ Apr-22 $ 10,000.00 $ 9,365,000.00 $ 8,135,783.00 $ 897,094.00 $ May-22 $ 9,365,000.00 $ 7,711,897.02 $ (423,885.98) $ Jun-22 $ 9,365,000.00 $ 8,539,746.30 5 827,849.28 $ lul-22 $ 9,365,000.00 $ Aug-22 $ 9,326 ,000.00 $ Totals 1 $ 9,365,000.00 1 $ 8,539,746.30 $ $ Application for Payment Page 6 of 7 Attachment E