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HomeMy WebLinkAboutCV Larson, Company 2020-07-06; Change Order 6 2021-08-24 ORDER NO. 6 CITY OF UKIAH DATE: August 24,2021 CONTRACT CHANGE ORDER Contract for; Pressure Zone 2 South PZ2S Water Reservoir Re lacement Project Specification No. 20-02; Contract#2021-087 Owner: City of Ukiah, 300 Seminary Avenue, Ukiah,California,95482-5400 To: C.V Larsen Co., 1846 Ludwig Avenue, Santa Rosa,CA 95407-6413 You are hereby directed to make the herein described changes from the contract plans and specifications or do the following described work not included in the contract plans and specifications: Change requested by: City Engineer ESTIMATED ESTIMATED Description of Changes- Itemized Breakdown DECREASE To INCREASE To Contract Amount Contract Amount City Council approved CCO No. 6 on August 18, 2021 as agenda item#7m. PCO 6: 6" C-900 pipeline from PZ2S to pump station $201,677.72 PCO 7: Underground for irrigation timer wires,City fumished,and terminate ends $14,721.12 PCO 8: Road widening and super elevation changer,per Fire Marshal $38,270.25 PCO 9:Install gate in new foundation,Arrow fencing sub to install remote actuator $19,309.00 PCO 10: Drop inlet and HDPE drainage in access road $9,954.90 PCO 1 I: Electric conduit for gate $9,586.76 PCO 12: Jute mesh,choir mat,and straw pined on slope for BMPs $10,752.14 PCO 13: Hot tap service,box,check valve, irrigation,and 6 native oak trees $13,452.45 PCO 14: Install 4'chain link fencing around south and east side of PZ2S site $8,457.03 PCO 15: DEWRs 5 5;21-b.T-'21 $21,892.73 PCO 16: DEWRs 6;28;21-7 2:21 $15,455.46 PCO 17: DEWRs 7:2,21-7:22!2l $19,943.48 PCO 18: Material and Fuel Price Escalation $8,500.00 PCO 19: BFP and new main irrigation service at STA 0.00 $20,300.00 PCO 20: Repair golf cart path to pre-construction condition per CCO1 $14,000.00 PCO 21: Electrical for: Transducer,Rectifier,and Yard Light $4,500.00 CITY OF UKIAH CONTRACT CHANGE ORDER ESTIMATED NET CHANGE IN CONTRACT PRICE $430,773.04 The amount of the Contract will be $430,773.04 (deeve&sed/increased/unehanged) by the estimated sum of.- The contract total including this and previous Change $1,206,724.09 Orders will be: The contract period provided for completion will be (increased ): 15 Working Days This change order constitutes full and complete :ompensation for all labor equipment,materials,overhead,profit,any and all indirect costs,and time adjustments required to perform the above described change. Recommended By: �` %J20k ason B on,City of Late r Approved By: Z �i 1,611 se y of Ukiah Date Accepted: 7i Chris Larsen,7. Larsen Co. Date This information will be issued as a record of any changes to the original construction contract. COST SUMMARY TABLE SPEC# 20-02 PROJECT# 15071 CONTRACT# 2021-087 Change Order Description Cost Request PCO 6 6" C-900 pipeline from PZ2S to pump station $ 201,677.72 PCO 7 Underground for irrigation timer wires, City furnished, and terminate ends $ 14,721.12 PCO 8 Road widening and super elevation changer, per Fire Marshal $ 38,270.25 PCO 9 Install gate in new foundation, Arrow fencing sub to install remote actuator $ 19,309.00 PCO 10 Drop inlet and HDPE drainage in access road $ 9,954.90 PCO 11 Electric conduit for gate $ 9,586.76 PCO 12 Jute mesh, choir mat, and straw pined on slope for BMPs $ 10,752.14 PCO 13 Hot tap service, box, check valve, irrigation, and 6 native oak trees $ 13,452.45 PCO 14 Install 4' chain link fencing around south and east side of PZ2S site $ 8,457.03 PCO 15 DEWRs 5/5/21-6/7/21 $ 21,892.73 PCO 16 DEWRs 6/28/21-7/2/21 $ 15,455.46 PCO 17 DEWRs 7/2/21-7/22/21 $ 19,943.48 PCO 18 Material and Fuel Price Escalation $ 8,500.00 PCO 19 BFP and new main irrigation service at STA 0+00 $ 20,300.00 PCO 20 Repair golf cart path to pre-construction condition per CC01 $ 14,000.00 PCO 21 jElectrical for:Transducer, Rectifier, and Yard Light $ 4,500.00 TOTAL $ 430,773.04 ATTACHMENT#1 C.V. I:AFiSEf"1 CO. ENGfNEERfNG CONTRACTORS 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlorsen.com *binskvhorsetShotmaiJ_com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: Enclosed please find estimates as requested for the following work: PCO 6: 6"C-900 pipeline from PZ2S to pump Station PC07: Underground for irrigation timer wires,City furnished,and terminate ends PC08: Road widening and super elevation change per Fire Marshal PC09: Install gate in new foundation,Arrow fencing sub to install remote actuator PCO10: Drop inlet and HDPE drainage in access road PCO11: Electrical conduit for gate PCO12:Jute mesh choir mat and straw pinned on slope for BMPs PCO13: Hot tap service,box,check valve, irrigation and 6 native oak trees PCO14: Install 4'chain link fencing around south and east side of PZ2S site Please let me know if you have any questions or need additional information. Thank you, Chris Larsen C.V. Larsen Co. f 4 =C3. ENGfNEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa C4 95407-6413 (707)526 3750 V (707)571-8481 fax www.cvlarsen.com •blosl horsefhotmadxom 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ25 Tank Replacement Project#2021-087 Request for Contract Change Order Replace PZ2 Pipeline to PZ2 Pump Station Dear Mr. Benson: During the installation of the new pipeline for Pressure Zone Two,a Tee intersection was found that serves the area south of the golf course in the Standly Ave.section. This pipeline was exposed and examined by the Contractor and City of Ukiah Staff Engineers. This pipeline is very old and in poor condition. It was determined that this pipeline needs to be replaced to continue safe water conveyance to this section of the city. Please see our attached change order request and estimate. Thank y , r Chris Larsen C.V. Larsen Co. C.V. L.A1g5E14 CO. ENGINEERING CONMACYORS 1846 Ludwig Ave Santa Rosa G4 95407-6413 (707)S26-3750 V (707)571-8481 Fax www.cvfarsen.com "bioskvhorsefhotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 6 DATE: 814121 PROJECT: PZ2S Tank Replacement Proiect#2021-087 OWNER: City of Ukiah CONTRACT DATE: July 6,2020 TO: Jason Benson City of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Sco a of Work Construct 6"C-900 Pipeline from PZ2S to Pump Station As a result of the change described above,the amount payable to the contractor is modified as follows: 1 LS $201,677.72 As a result of the change(s) described above, the time permitted for performance of this contract is hereby modified as follows: Additional 35 working days. Except as set forth above, all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner Date Contractor Date 08/03/2021 19:16 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID => 201,677.72 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT extra work LS 1.00 201,677.72 201,677.72 Bid Total > 201,677.72 �1�s ►.nr�- ad s Xaf)*9-1AZmM4Vr e/ fay 60fle- ?I AV4-0 , lJr� s JrJ./drlr11i�e1�� !/r�l�i s FAN U�®✓ �,Afi� � { . s C.V. Larsen Company Page 1 DEWR extra work report 08/03/2021 19:12 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Mated Matl/Ex MentContrac Total BID ITEM = 1 Description- extra work Unit - LS Takeoff Quan: 1.000 Engr Quan: 1.000 I extra work Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 2 TRACER W pipeline tracer@ 107.5 1.00 LS 521.660 561 561 2C9006" C900 DR 18 pipe@10 1,200.00 LF 12.650 16,319 16,319 2CL2AB class 2 ab deli@107.5 112.66 TON 25.000 3,028 3,028 2MARKING marking tape@107.5 2.00 ROLL 390.000 839 839 2PIPE BEDDI pipe bedding de@107 91.66 TON 27.000 2,660 2,660 3 BARRICAD signs and barricades 1.00 LS 1,400,000 1,400 1,400 3 DUCTLE IRductle iron fittings 1.00 LS 25,000.000 25,000 25,000 3 TRENCH P tpr 4.00 EA 250.000 1,000 1,000 4 PAVING SUpaving subcontractor 1.00 LS 12.000 12 12 81341613 CASE 580 N Backhoe 140.00 HR 58.810 8,233 8,233 8COMPWHL 24"Compaction Whe 140.00 HR 10.000 1,400 1,400 8CWHACK Whacker/Compactor 140.00 HR 13.500 1,890 1,890 8EKOM RTL Komatsu Loader WA 140.00 HR 93.960 13,154 13,154 8T.5TPU 1/2 ton pickup 280.00 HR 17.000 4,760 4,760 8Tl OCYDT 10 Wheel Dump Truc 90.00 HR 93.000 8,370 8,370 8T1TPU 1 ton pickup 140.00 HR 19.500 2,730 2,730 LAFOR Const. Specialist 280.00 MH 32.620 17,719 17,718 OA1EX3 Op Excavator<31/2c 280.00 MH 48.370 23,650 23,650 UUPROJENG Project Engineer 140.00 MH 42.500 7,140 7,140 $139,864.01 700,0000 MH/LS 700.00 MH [28627.2] 48,508 23,406 27,400 40,538 12 139,864 0.0014 Unit/M 48,508.26 23,405.95 27,400.00 40,537.80 12.00 139,864.01 2 pothole existing utilities assume 4ea Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 8B416B CASE 580 N Backhoe 32.00 HR 58.810 1,882 1,882 8T.5TPU 1/2 ton pickup 64.00 HR 17.000 1,088 1,088 LAGEN Laborer General Grp 64,00 MH 36.100 4,491 4,481 OA 1 EX3 Op Excavator<31/2c 32,00 MH 48.370 2,703 2,703 UUPROJENG Project Engineer 32.00 MH 42.500 1,632 1,632 $11,785.35 128.0000 MH/LS 128,00 MH [5218.241 8,815 2,970 11,785 0.0078 Unit/M 8,815.43 2,969.92 11,785.35 Item Totals: l - extra work $151,649.36 828.0000 MH/LS 828.00 MH [33845.44] 57,324 23,406 27,400 43,508 12 151,649 151,649.360 1 LS 57,323.69 23,405.95 27,400.00 43,507.72 12.00 151,649.36 $151,649.36 *** Report Totals *** 828.00 MH 57,324 23,406 27,400 43,508 12 151,649 >>>indicates Non Additive Activity ------Report Notes:- --- The estimate was prepared with TAKEOFF Quantities. C.V. Larsen Company Page 2 DEWR extra work report 08/03/2021 19:12 DIRECT COST REPORT Activity Dese Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description=extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm:atterburry and assoc Estimator-ln-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where XXX=The Calendar and Y=The Starting Day of the Week with Day 1 -Monday,etc. 40 standard calendar C.V. LAASEty CD. ENGINEERING CONTRACTORS 1846 Ludwig Ave Santa Roso C4 95407-6413 (707)526-3750 V (707)571-Ml Fax www.cvlorsen.com *biaskvhorse@hotmail.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: During the preliminary road widening and placement of embankment fill material, an unknown overhead wire needed relocation and temporary shut down. Upon the City Engineer's review of this overhead electrical service,it was found to be irrigation timer wires that service the fourth hole of the golf course. The City Electrical Department deemed it a hazard and requested its replacement with a new direct burial wire installation. Please see our attached request for change order and estimate for this work. Thank yo f Chris la sen C.V. Larsen Co. C.V. L4 �5E1`i CD. ENGINEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlarsen.com •biaskyhorse@hotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 7 DATE: 8/4/21 PROJECT: PZ2S Tank Replacement Proiect#2021-087 OWNER: City of Ukiah _ CONTRACT DATE: July 6.2020 TO: Jason Benson Ci of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Scope of Work Trench, install city furnished wiring and backfill for irrigation timer wires. Optional:for I Y4" conduit and 2 pull boxes add$4,200. As a result of the change described above, the amount payable to the contractor is modified as follows: I LS $10,521.12. If optional item is accepted total is $14321.12 As a result of the change(s)described above,the time permitted for performance of this contract is hereby modified as follows: Additional 15 working da s. Except as set forth above,all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner � Date .-- Contractor Date '''Ef'arr�� �r�raL � Chris Larsen . From: Chris Larsen <clarsen@cvlarsen.com> Sent: Tuesday,June 08, 20218:06 PM To: 'Jason Benson' Cc: 'Daniel Flores; bigskyhorse@hotmail.com Subject: RE: irrigation electric Jason and Daniel, To trench, install city furnished wiring and backfill,our cost is$10,521.12 For 1 X" conduit and two pull boxes add $4,200.00 Exclusions: paving, bmp's landscape repair. Breakdown with direct costs and margin submitted tomorrow morning. Thank you, Chris Larsen D - OwnerI��T*� "" �'✓1 C.V. Larsen Co. A0 I-a- 4v2&W✓rt'-. www.cvlarsen.com 1846 Ludwig Ave. Santa Rosa, CA. 95407 Office (707) 526-3750 Fax (707) 571-8481 Cell (707) 481-2020 Email clarsencvlarsen.com IV"AIMOOF4 C.V. CL7. ENGINEERING CONrRACrORS This e-mail and attachment are confidential and may be privileged or Otherwise protected from disclosure. Its is solely intended for the person (s) named above. if you are not the intended recipient, any reading, use,disclosure, copying or distribution of all or parts of this email or attachments is strictly prohibited. If you are not an intended recipient, Please notify the sender immediately by replying to this message or by telephone and delete this emil and any attachments permanently from your system. t C.V. L..4 *4 CO. ENGINEERING CONIRACrORS 1846 Ludwig Ave Santa Rosa G4 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cviarsen.com 'biaskvharsei►hotmail.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: During our site visit on June Wh,the Fire Marshal requested that the service road to Pressure Zone Two be widened in the corners and the height elevations. We have met with the City's Engineering Department and prepared the attached request for change order and estimate for this work. Thank , r � Chris Larsen C.V. Larsen Co. C-V. L.AFQSEi"4 CO. ENGINEERING GONWACTORS 1846 Ludwig Ave Santa Rosa C4 95407-6413 (707)526 3750 V (707)571-8481 Fax www.cvlorsen.com •biaskvhorseAshotmad.com FIELD CHANGE ORDER CHANGE ORDER NO. 8 DATE: 8/4/21 PROJECT: PZ2S Tank Replacement Project#2021-087 OWNER: City of Ukiah __- CONTRACT DATE: July 6,2020 TO: Jason Benson City of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Scope of Work Road widening and superelevation change per Fire Marshall As a result of the change described above,the amount payable to the contractor is modified as follows: 1 LS $38,270.25. As a result of the change(s) described above, the time permitted for performance of this contract is hereby modified as follows: Additional 20 working days. Except as set forth above, all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner - Date - Contractor Date 08/03/2021 18:20 I Project&3ob#: Date of Letting: CONTRACT TOTAL BID > 38,270.25 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT extra work LS 1.00 38,270.25 38,270.25 Bid Total => 38,270.25 C.V.Larsen Company Page 1 DEWR extra work report 08/0312021 18:19 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Mat1/Ex MentContrac Total BID ITEM _ 1 Description-extra work Unit- LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 extra work Quan: 1.00 LS Hrs/Shft: 8.00 WC NONE 2CL2AB class 2 ab deli@107.5 25.00 TON 25.000 672 672 4 PAVING SUpaving subcontractor 1.00 LS 18,000.000 18,000 18,000 8B416B CASE 580 N Backhoe 24.00 HR 58.810 1,411 1,411 9CP563C Cat 84"Padfoot Com 32.00 HR 47.250 1,512 1,512 8D3C Cat D3C Finish Dozer 32.00 HR 42.240 1,352 1,352 8T.5TPU 1/2 ton pickup 32.00 HR 17.000 544 544 LAFOR Const.Specialist 32.00 MH 32.620 2,025 2,025 OA 1 EX3 Op Excavator<3 l/2c 32.00 MH 48.370 2,703 2,703 UUPROJENG Project Engineer 32.00 MH 42.500 1,632 1,632 $29,850.80 96.0000 MH/LS 96.00 MH [3951.681 6,360 672 4,819 18,000 29,851 0.0104 Unit/M 6,359.80 671.88 4,819.12 18.000.00 29,850.80 >Item Totals: I - extra work $29,850.80 96.0000 MH/LS 96.00 MH [3951.68] 6,360 672 4,819 18,000 29,851 29,850.800 1 LS 6,359.80 67I.88 4,819.12 18.000,00 29,850.80 $29,850.90 *** Report Totals *** 96.00 MH 6,360 672 4,819 18,000 29,851 >>>indicates Non Additive Activity ------Report Notes:------ The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm:atterbur y and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER. zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ]in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE �A not 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% C.V.Larsen Company Page 2 DEWR extra work report 08/03/2021 18:l9 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description—extra work Unit LS Takeoff Quan: 1.000 Engr Quan: 1.000 ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where XXX—The Calendar and Y ,The Starting Day of the Week with Day 1 _Monday,etc. 40 standard calendar C.V. LARiSEf 4 CO. ENGINEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa G4 95407-6413 (707)526-3750 V (707)571-8481 Fax ww,_gL1q sea.com "biaskyhorsefhotmad.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#i2021-087 Request for Contract Change Order Dear Mr. Benson: During the demolition of the Pressure Zone Two welded steel tank,the contractor was directed to remove the existing bar gate and salvage it for future use. During the project meeting on June 16th,the placement of the gate and its safe operation was discussed with treatment plant staff and the City Engineers office. It was determined the gate shall be placed at a specified lower station of the roadway and installed with a remote controlled actuator to prevent stopping on the steep roadway. The remote actuator would match the actuator code for the main water treatment plant. Please see our attached request for change order and estimate for this work. /Thank Chris Larsen C.V. Larsen Co. IMA C.V. I.: 'i CIr7. ENGINEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 Fax wwwxvlarsen.com `biaskvhorse0hotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 9 DATE: 814121 PROJECT: PZ2S Tank Replacement Project#2021-087 OWNER: City of Ukiah CONTRACT DATE: July 6,2020 TO: Jason Benson City of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Scone of Work Install gate in new foundation,Arrow fence Sub to install remote actuator. As a result of the change described above,the amount payable to the contractor is modified as follows: 1 LS $19,309.00. As a result of the change(s)described above, the time permitted for performance of this contract is hereby modified as follows: Additional 5 working days. Except as set forth above, all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner - - Date - - Contractor � Date f - 14W&I 94de,M AM/ ANW4 T110, h4grJ Al&., Scab V-.n irMAW 08/03/2021 19:33 l Project&Job#: Date of Letting: CONTRACT TOTAL BID => 19,309.00 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT LS 1.00 19,309.00 19,309.00 Bid Total > 19,309.00 C.V. Larsen Company Page I EXTRA2 extra work 2 08/03/2021 19:32 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matt/Ex MentContrac Total BID ITEM = 1 Description Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 3 MOBS mobs on rental 1.00 LS 600.000 600 600 3RENTAL DRoutside rent minis 1.00 DAY 600.000 600 600 4ARROWFENarrow fence sub 1.00 LS 11,500.000 11,500 11,500 8B416B CASE 58ON Backhoe 8.00 HR 55,010 440 440 8T.5TPU 1/2 ton pickup 16.00 HR 17,000 272 272 LAGEN Laborer General Grp 16.00 MH 36.100 1,120 1,120 OA 1 EX3 Op Excavator<31/2c 8.00 MH 48,410 718 718 UUPROJENG Project Engineer 8.00 MH 42,500 439 439 $15,688.57 32.0000 MH/LS 32.00 MH [ 1304.88] 2,276 1,200 712 11,500 15,689 0.0313 Unit/M 2,276.49 1,200.00 712.08 11,500.00 15,688.57 --�>Item Totals: 1 - $15,688.57 32.0000 MH/LS 32.00 MH [ 1304.88] 2,276 1,200 712 11,500 15,689 15,688,570 1 LS 2,276.49 1,200.00 712.08 11•500.00 15,688.57 $15,689.57 *** Report Totals *** 32.00 MH 2,276 1,200 712 11,500 15,689 >>>indicates Non Additive Activity -----Report Notes:------ The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm:atterburry and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 08/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ]in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ C.V. Larsen Company Page 2 EXTRA2 extra work 2 08/03/2021 19:32 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description= Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 Calendars are found in crew and labor codes and have the format XXXdY where XXX The Calendar and Y =The Starting Day of the Week with Day 1 —Monday,etc. 40 standard calendar WF_ Cp4W 't VAd4,SAA1A04 �u1eF_ Akrr- JVICI W Agricultural *Commercial a Residential State&Federal FENCING License#585041 ARROW FENCING P,O. BOX 385 CALPELLA, CA 95418 707-485-1128 Fax: 707-485-1142 Arrowfencingca.com chl:is@arrowfenctngca.com PROPOSAL/CONTRACT C7: PagQ,1 Customer Information: Job Information: Cvlarsen 481-2020 1 Golf Coursee Tank Gate Ukiah , CA Notes: - Install I- M/L LA500 swing gate opener - I-Through beam photo eye 3- loops Goose neck 1506 key pad Konx box antenna kit if needed 10- 811 Remotes OL325 Existing bar gate post and gate must be level and straight Powr by others 11, 500.00 Additional charges for any extra work not covered in this contract ARROW FENCING - CALIFORNIA CONTRACTORS LICENSE 1585041 that was requested by the customer will also be added. The full amount o£ this contract along with any additional charges will beccaw NOTICB TO ONNER:(SECT ION 1019 - CONTRACTORS LICENSE LAN) UNDER THE payable upon completion of all work whether or not it has been MECHANIC'S LIEN LAW, ANY CONTRACTOR, SUBCONTRACTOR. LABORER, invoiced. MATERIAIMAH OR OTHER PERSON WHO HELPS TO IMPROVE YOUR PROPERTY AND 15 A finance charge of 1 1/2k per wantR for a minimum of 51.00), which NOT PAID FOR HI LABOR, SERVICES OR MATERIAL. HAS A RIGHT TO ENFORCE is an annual percentage rate of 18T, shall be applied to accounts HIS CLAIM AGAINST YOUR PROPERTY. that are not paid within 10 days after completion of any work UNDER THE LAN, YOU MAY PROTECT YOURSELF AGAINST SUCH CLAIMS BY inwlCod. All materials will remain the property of ARROW FENCING FILING, BEFORE COMMENCING SUCH WORK OR IMPROVEMENT, AN ORIGINAL until all invoices pertaining to this job are paid in full. The CONTRACT FOR THE WORK OF IMPROVEMENT OR A MODIFICATION THEREOF, IN " tourer agrees to pay all interest and any costs incurred in the THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY WHERE THE PROPERTY IS collection of thin debt. SITUATED AND REQUIRING THAT A CONTRACTOR'S PATME14T BOND BE RECORDED pC IN SUCH OFFICE. SA[D SONG SHALL BE IN AN AMOUNT NOT LESS THAN PIETY CONTRACTORS ARE REQUIRED BY LAN TO BE LICENSED AND RECULA'fED BY THE PERCENT {50/5) OF TILE CONTRACT PRICE AND SHALL, IN ADDITION TO ANY CONTRACTOR'S STATE LICENSE BOARD. ANT QUESTIONS CONCERNING A CONDITIONS FOR THE PERFORMANCE OF THE CONTRACT, BE CONDITIONED FOR CDNTNACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS STATE -HE PAYMENT IN POLL OF THE CLAIMS OF ALL PERSONS FURNISHING LABOR, LICENSE 80ARD, [9835 CoeEhe Read), Sacramento, California- IMa111nQ SERVICES, EQUIPMENT OR MATERIALS FOR THE WORK DESCRIBED IN SAID Addreas;a P.O. s 26000, Sacramento,aCa�l=l�osn�s95827.]__�asa.agw CONTRACT. The responsibility far oatplying with local zoning regulations and obtaining any required pernita shaLL rest vLth the customer- ARROW FENCING vLLI assist the customer, upon request, in detersuning where the fen ce is to be erected, but under no circumstance does ARROW FENCING assume any responsibility concerning property lines Or in any way guarantee their accuracy. If property pine cannot be located it sa recaesanded that the customer have the property surveyed. ARROW FENCING assumes, no responsibility for damage to underground utilities, public or private.The cwataser will aesu+sa all liability for any damage Doused by directing ARROW FENCING to dig in the immediate vicinity of known utilities. The final billing will be based on the actual f�otags of fencing built and the work performed. partkal billing for materials delivered to the job site and work completed:toy be sent at weekly -ntervals. Adlus Lints far material used on this lob and adjusbmfnta f::r labor will be charged Or credited at the currently established rates. Approved & Accepted for Customer: Contract Amount: $ Down Payment: $ Accepted for ARROW FENCING: Balance Due: $ -- — - -- pRODUCr L A 5 0 0 P K G U L y'41 24VDC RESIDENTIALILIGHT r t:wq_s Ur.re boa Q4t.5�or = C O M M E R C I A L L I N E A R A C T U AT O R 2�t3�Kbf1 61�nddy r,dwo, � Allow Too taSsvgflyUcaIr y Our MDSt powerful swing gate operator. nd Geua Yea cats Opuator fraaa Aasvwle rift,tin - APP INCLUDED ACCESSORIES: MONITORED RETRO- REFLECTIVE PHOTO EYE Gnnowwi h hu Ittfland v; plrMl tf}rt only vailh hualeF antl rrrrU;r Irvam, enonlcmell to stav aligned: max at COMMERCIAL-DUTY CAST-ALUMINUM HOUSING WITH HEAVY DUTY -C range 50 ft APPLICATIONS SMOOTH START/,�,�I' i1r'_--_-,-- - - --- TRAVF€. RFV`RSA' E SAFETY ADD-ONS: Ii-ROV:a/ARE i F-E (J- ' f GATI. ;ff.) OPERhTOR MONITORED THROUGH- BATTERY BACKUP i 'I'WiD''S Sf i'.i:i F' S ACCESS BY P".0VIDING T/1iJ€)€i'i BEAM PHOTO EYES Ent noc};d through-beam now wit I'0.-'E:P :IMEN THE. P ..""ER is €70rJ0. ti:'idcr Ueam and heater Sot 3uy° s�r1r'llan;e in most envirommmis r SURGE SUPPRESSION I ROVIOE: I'MU,03TR€AL SURGE AND t iG- TNI€ O max. r.rnge 90 II ,,10TECTWI) AG-`[HS i ltl(F UP lit 5R =EE€ AVdAY. WARRANTY 21EAP,` MONITORED WIRELESS EDGE KIT 3 Lovr•encrgv Bluelooth" tonnt:chon hetvaeen a LilWaster rhonilored Resin, a Edge and the gate opeN110a r1y E Hii IRFIY 0H R I I .f 1 I max anu 13fi 1t." WIRELESS GOAL-GATE COMMUNICATION SYNCHRAI-flZ , A4 (11 E'NIN DRIVFWAY TPENPAI P; `OS'IS MONITORED SAFETY r ^ ' ENTRAPMENT EDGES rull line of Small Large and Wrrparound r J ED AND P S11I €! ''F Profile Edges that serve obstructions _ I TOTAL SOLUTION ACCESSORIES: TELEPHONE INTERCOM AND QUICH CLOSE/A ITI TA ,ATE ACCESS CONTROL SYSTEM Durable Crsn::trlscir n and ser•.ura A(Ce5S. E0 1 Ye d 0 NHERENT REVERSING EN, OR INTERNET GATEWAY r Guner.ts nsv(?-enahlud yatit i opvmar its to the biler3el and kinahlcs r IRE DEPARTCIEN A IAN E rantrol Ihfowth 11r n1O App r SOLAR PANEL KI'1 }: USeS HH', Sun t, pmrei Vie upsrntor � t I QL'! or 121 20W tiuiss paneN p + PRODUCT I I I ' 24VDC RESIDENTIAL/LIGHT COMMERCIAL s L:f Master A 5 I I MASTERFUL ENGINEERING . 24VOCfIFSIDLNTIALIIIGIIT CO WERCIAL t IIJEAR ACTUATOR MECHANICS •24VOC Cnntinuous•DUtY 150las 011erat0t D111y Riling 200 CYcIeS JW—ILIV 11Jar111goar [teductiorl Prcri5lon'ISarinned AII•rael:ll Gcar 111iv(' „�," ACCc:r.ury Pur:CI _;V! [, )mil .11rt r - CON11MERCIAL-GRADE UESIG�1 I'oualltrl 11 7 l id lu i UL'' Usage Classifier on IYCt;lills II l .;I RE00A1h1EDDED CAPACITIES YLSOLARCOUTUL INOT VICLUDED] 13ATTEIIY BACKUP OP[RATION Battery Cycles Standby lime 'i ErAWERATURE SPECIFICATIONS STANDARD FEATURES . SUPPORT . HE A-1RT10N W fl?)1146 ALARAI PROGRAMMABLE AUXILIARY RELAYS .IAade Addr+Iq::Irdls l;ila;Pr.3hu-%fas; R HOMELINK° COMPATIBLE I'm Slppwk Tun1S amd Ir+ssnt+l(l 41dv.)S j1-�,1 SYNCHRONIZED CLOSE he r 9 0! t�!w Lift t:lster'r:sininy.cnrn F4 r 1110 C lil uiislatlen -rrl GaIP O;Iei 310IS VOW MONITORED SAFETY INPUTS t-irtviirsto .+:am/U1.32rCraieS I :•JB n Ito SECURITY+ 2.0 04-BOARD RA010 RECEIVER =a F '1 -I+r: "101 PErirneler Arl,r'ss Sr+l:l!I'+' 1 I M t t"Isl! [ Liirhlastc .calnlSaiution•Gent:rator ZED DIAGNOSTIC DISPLAY S 1 es lllro! - 800 282,6225 C@US e I `uppori f;1,11 [,I 800 [ 900.323.2276 w"" .i°rr.;. .t k'•�'} 'S".-0 L:#t Mast r 8 5 0 L M 1 3 6 0 L W1 / 8 1 1 LM 1 31� UNIVERSAL RECEIVERS AN COMMERCIAL REMOTE CONTROL ' Remote Solutions for Commercial AppIjcatinn . ��y g�aruRFs for extra dependability SECURiFY+ 2 0" REGEIVEk COMPATI0I.E I:rllli CONINIIFfICIAL 850LM } i E.4.iOTC ' DOTROLS AS 1+G,: A:; ALL L4'-TIAASTLR� I;LC JRITY+ ? {t RlEiz.OTE ('00TROLS AHD OPFI;AIES (I11 11ARROWRAND. TRI BAUD withasingle�ece�rer 10, 315 AND 390 h4lib FREQUEOCIES TO VIRTUALLY ELIMINATE j r RF INTERFERENCE THAT CAN AFFECT PERFORMANCE ]A COMPACT DESIGN YNAT FIFS II.1T(i i:i[1Sf ';ATF A1,H) '' DOOR OPE`iATONI; IVEATHER-RESISTANT "JBSjt1;1 i�GOLi'A Ai;AILAM 0 0 I.'I ' N FIP- t iF.()l 1REMErf F S Ili 0i% 1iOVI.J NG EXPANDED REMOTE CONTROL ROOLM uAPAt.fTY 'itl!)IOR OPEN/CLOSE/STOP FUNCTIONALITY HAN11F 1 4 RE1.10TE5 1iLc1 -CHANNI_L 20 RFi.iO'FES- 0UIVERSAL RADIO SOLUTIOfa FOR RETROFITS OR UPDATES TOTAL SOLUTION ACCESSORIE` I 1 11 1 XI., ) (.ATE P1RArOl S iri+i#-. J_A ; 11F1) RY l: nSi .R f; (? JT' it 11B!,F 1 'ARAC' 0•.11 (if ENERS UNIVERSAL RADIO CONTRO; PLUG-IN AC TRANSFORMER d ,..j. - a A for ­av/ mSI 1 11.. RADIO CONTROL TRANSFORMER 24VAC Ilan-furrier REMOTE ANTENNA EXTENSION WITH MOUNTING KIT Addittonai I.t and 25' coarinr cabla to moms. afitenna waa tron i-etal Poi ipllimai range. PRODUCT } t I UIRVERSAL RLCEIVERS I COMMERCIAL REMOTE CONTRr MASTERFUL ENGINEERING . COMPAT181LITY -11111:'E;ISi1l ItCCC14+C1'S arC CUI11QifIlI11C 4':Ilh - 0 the follo4,,ing Liilfftstel Rertiole Co141rok: I 8111.;.1 913LfJ 891LiA 8931.(A �s 9921T 39"l.T 810f,iA\ 993IAAX Elm INITMEN 1PV34A i f 1;31.i (4`1;3P1 10 9 e PrL+It-.: 'PI-I(-� PPLK3pH POWER ". 'iE:CLf1�FftS Relay {)(tlfrUls 'lllihut chaiwcts I FORA C and 2 FORM A flalilys ,Eeii07F5 f F' - Goll1 Ci:11 ';V-- GR�632lype DIMENSIONS 850 'A '.i STANDARD SPECS . SHIPPING . WARRANTY SHIPPING WEIGHTS (in His.) •RICEIVERS 1-Yasi i.tnille(1 -REM()TES. 1,Year 0111ile11 65001 CARTON (1) 86OLM CARTON (1) Receiver I Roreiter RECEIVERS Antenna -Anti nna OPERATING ;t,Velcro :7.1:11)'. l2i Snouts TEMPERATURE o i :r it struction Ma real -Inttruclinn hlanual 811LM CARTON (1) 813LM CARTON ('I) 'iemote Co rnl -ftentule Control JrSot (aip r -Visor Clip -nshvClio., Manual •lastruction Manual SIORAGE/SHIP TEMPERATURE RANGE an F to Cil 50% Rn 40'C to K!!'G ,a 50% Hh a. Suppa T iutti Li(trdastotTrainicri.cotn Lirirl actct.cam/AccnsCaaI:ral Iles Svpport CO0,2G2.13225 r nical Su,); rt(';: lct. G00.52G.28O6 LiitG�aslelQealcr.Cusillclp.canilP.pplAsf( 0 KMOM' KNOX GATE & KEY SWITCH"' Whet seconds matter Eliminate perimeter barriers that delay emergency response with the Knox Gate& Key Switch. Override electronic gates and lower voltage equipment to allow emergency access into communities, apartment complexes, parking garages, pedestrian gates, industrial receiving areas and much more. _ FEATURES f SHERIFF One position,two position or momentary switch 0 1 Face plate and lock cover ensure weather res-stant operation • I Dual locks enable shared access with other agencies BENEFITS _ s• v Gain rapid access through electronic gates without forced entry i y Overrides electronic gates,motorized doors,electrical switches O O i p ' Can share access with multiple agencies Utilizes Knox Master Key solution Dual Gate d Key Switch Single Gate d,Key Swilch Single Gate 8 OPTIONS an Mounting Plate on Mounting Plate Key Swilch Model835W Model#3502 Modal03Mt ✓ Single or dual key switch Fire.EMS,security or law enforcement idenliFcation labels ELECTRICAL DATA iie Switch:SPDT or DPDT 2-13/I6• #' 1- 2-1/4'0 r-1 7 A resistive,4 A inductive.(sea level).28 VDC PLATE CLEARANCE 7 A resistive,2.5 A inductive,(50.000 ft.).28 VDC 7 A resistive or :nductive, 115 VAC.60 Hz Hight'reflective operation decal UL and CSA listed 7 A.250 VAC Label color red for Temperature tolerance up to+180o F Fire Department 1/8-th'ck alum num --- "" A.-V]a Teter ORDERING SPECIFICATIONS mount ng plate y 4-Vi- wiingasket S pl ATE 'gasket not shown) To insure procurement and delivery of the Knox Gate& Key Switch, it is suggested that the following specification �.lainless steel Oust i paragraph be used: Cover with hole for Tamper Alert _ Dimensions:Requires 2 V41'recessed depth x 3/4'diameter Mounting holes f�t standard Switch:SPDT or DPDT; �A resistve.4 A inductive. single electric r key removable two positier. switch bOK(1VP.) Mounting:Key switch Is designed to be recess mounled �n PM:3500 Swies Knox Gale&Key Switch(mfi s cat.ID) Mfr's Name:KNOX COMPANY �E °L"IIF ABOUT KNOX COMPANY Highly reflective -Label color forty yp-a'S ago,7 (.-wjjP.con-:Peot n rain.C access for operation decal blue for Police e-T}orgoncj ospcn-.o-,vas Lorn The K,)nx Box" a rsgg— ncurfty abet color red for K ock cox.was dvs 9rli3d to=vice rapid CCi:5 fcr dire Department NOTE'Labels also erner,4enc- E'.sponders tt) `ed jc;C?(ejrx)nse(Imes, available in yellow 6 - w'!2' I;-Ur e.i and protect rU erty(,or- `OrC eo en_'.' for Sheriff end - I �ATE 1 r� white for Security U ror.ay,o to revo utiona`y loci cox nas tarp:n irt,)a c;rnple p .;;stem provldirc r old acres for oufvlic safe.;'acenr.ie;, I` i^dusmes.m'tar',arc c ow,ier;,cross the Mounting hdes -. 1 �' j.� r_`f fit standard i • + Company r4 e , , t i double electric ,f •<nox�fJrn pc.fl, IS t ';C-G L, :J.(..'-4!�l�V flfv Caper rn OntS, ;s,/ switch be.(tyP) ft c,)fcrC-2m--nt age'1ocs,and gcyier—nontal cn:i--ics 1601 W.DEER VALLEY RD PHOENIX AZ 85027 1 r.800-552-5669 1 F 623-687-2290 1 INFO(aKNOXBOX COM I KNOXROX,COM � s + '1 x ll . 2 a Pub $u49 49 •Rugged Steel Cabinet with Stainless Steel N onplates and Metal Keypads •PIN(Personal Identification Number) Codes are programmable from the Keypad,or from a DoorKing Smartphone App(1515. 1504 model; •EEPROM Memory will not lose Programmed Codes during - power outages ° •Secondary Keypad capability for Controlled Entry)'Exit Applications F ,y„Mft" 7 0506 only) � `� •2-Year Lim-led Factory Warranty B b 31 1 r D 0. ell 7 A 9 F I Standard Architectural Card readers, keypadsand Largertelephone smaller access control , Offset Smaq) Square Horizontal Vertical Standard Dual Heigh) Offset Small Offset Straight Pad Mount 1200-045 Pad Mount Pad Mount 1200-036 Pad Mount 1200-037 Pad Mount 1200-050 In-Ground Mount 1200-046 1200-049 For card readers, In-Ground Mount In-Ground Mount keypads, and smaller 1200-038 1200-051 access control devices 1. Tough 2. In-ground . Cover •Enamel finish is baked •In-ground mount posts do 4 -All post mounts with base on for durability and not have a base plate and plates feature a cover to ,,reather resistance. extend an additional 24 inches hide mounting balls. :60 9cm)in length •In-ground mounting adapter +r available for ALL mount posts with pad mount bases. ' r. Standard, Architectural; and Designer Full Case R •Pad mountlrig:bofts directly onto existing concrete •In'grotlnd adapter when a oprterete pad is unavailable or unwanted •it103 •183 • •All posts feature a cover to'hideirmuntlrtg bolts •1834 •tt335 •1837 37 •i833 •Baked on,crinkle coat enamel provides a durable and .� weather resistant finish •Designer style posts have provisions for accessory transformers,surge - strppressars,radio recdiver and-optional iigirl assembly and tower Its !aK { mounting Kiosks • •Walk-up pedesirW applications torDKS slosh mount entry systems TI •Lockable,electrical panel-on back holds four(4)transformers,three (31 sw*suppressors,and a radio receiver. # •Ultra-bright energy-saving'LEDs illuminate the er4ry systems ' Kiosks are pad mounted. 411M_ .. � . ,�.-•. Doti., _r--�c�i ,ice .�T...-. — — New 2016 UL 325 Gate Guidelines UWaster is committed What You Need to Know: to helping the industry • Two monitored safety entrapment protection devices design, install and service must be Installed at each entrapment point,including: safe gate applications - The inherent reversing system Wit in to each LiftMaster �. that are tested and Cate operator certified to meet the most - LaftMaster Monitored Photo Eyes and/or Edge Sensors" • Gate operators will now monitor for fault conditions stringent industry safety of external entra pment protection devices. Standards. • New regulations went into effect January 2016. Safety Accessories Monitored Safety Inputs Come standard with the MA, r i Monitored R -R lective Monitored Through-Beam Monttored Wireless Edge Kit r1iF i Photo Eye RRU) Photo Eyes(L "W • Sensing nce up to 50 ., • Whim network mode eliminates • Low-energy BludDO10 x NEMA 4 the need to�between transmission provides industry- t� • Hoods me standard. In dual-gate appticallons. leading battery life(2 years). • Sensing distance up to 90 ft., • Accepts up to 4 transceivers. NM 4X 2 resistive edges per transceiver. • Hoods come standard. • Sensing distance up to 130 fL, • Includes B Monitored NEMIA U. safety Inputs to cover all • Compatible with UWaster entrapment points. Monitored Edges. *`only UtWaster Monitored Photo Eyes or Edge Sensors may be used with this operator to meet the 21116 UL 325 Standard. Add to Your Syste Plug-in Loop Detector(LO Internet Wirel ercial 7R * d 4Button Ensures vehicles are easily IdenUried Coraecls your bled Gate Keypad 50 0v Learning to exit property or interrupt gate Operator to the Internet with this Sleek, -alloy m cover trots(892LT/894LT) 9 a vehicle is bh Its path. device OW the free My0 app. is erherfi*durable.EI rks one other IS1tMaster Pbwer--eflldent design uses less power encapsulated for rellable outdoor codes ar frequencies. to maximize cycles when operating on use.Compatible wit h Senrity+2.0•, Battery tta". Sec"+•and Uhnar MulliCode!h 250-oode capacity. ..•Y1ensell rA�flu�piam9gikdepenlallmm �w �MyO'-F�Ie06br�pertlor. I MAGINIsa gpferedWdmu&ofWraSwift&Cari,LLG MreretW.*U wwww+Lm to to bad q oatm mo Npe ohe#e W k6b g•*'dk AgWNS sW C$kOfe b 300 0. BD Loops The Loop Experts Direct Burial Preformed Loop* For installation in a concrete pour, gravel road, under asphalt, and under pavers FrL L o Kit Includes• 3 Lead-In L op Labels Install the highest quality loop, save time, and reduce service calls by using a BD Loops preformed loop • For installation under concrete or asphalt, in gravel, and under pavers. 16 AWG loop wire designed for superior performance. Installation kit includes: cable ties, and loop lead-in labels. • Easy to follow installation instructions. • Loop wire is durable and rated for direct burial. • Pre-phased (phasing direction marked) at the factory, allowing installers to easily take advantage of loo hasin . Driveway width Recommended loop size BD Loops part# Residential Commercial Residential Commercial 40ft lead-in 60ft lead-in 100ft lead-in 8-10ft - 3x3 - RL12.40 EL12-60 - 8-10ft - 3x4 - RL14-40 EL14-60 - 8-1 Oft - 3x5 or 4x4 - RL16.40 EL16-60 - 9ft - 4x5 or 3x6 - RL18.40 EL18.60 loft - 4x6 or W - RL20.40 EL20-60 - 12ft loft 4x8 6x6 RL24.40 EL24-60 EL24-100 14ft 12ft 4x10 6x8 - EL28-60 EL28-100 16ft 14ft 4x12 6x10 RL32.40 EL32-60 EL32-100 16ft - 6x12 RL36-40 EL36.60 EL36-100 18ft - 6x14 - EL40-60 EL40-100 20ft - 6x16 RL44.40 EL44-60 EL44.100 24ft - 6x20 RL52.40 EL52.60 EL52-100 Custom sizes also available 4,alt local distributor for pricing and delivery *Check BDLoops.com for the latest installation instructions & product literature BD Loops 8161 Monroe Ave, Stanton, CA 90680 Phone 714 723-0946 • Fax 714 890-1603 • www.BDLoops.com 7/17/2021 Inductance loops Proper Placement and Size IV Swing Gate Shadow loop u y B The above example shows loop placement guidelines on a 16'Swing Gate. Swing gates require a total of three loops: two reverse loops on each side of the gate and a shadow loop. Reverse loops being installed on a swing gate need to be placed on each side of the gate, two feet from each curb and four feet away from the gate in its open position. Finding their size follows the same formula as slide gates: x - 4 = z. What is different in this gate system is the addition of a shadow loop. This loop is placed under the opening path of the gate, two feet away from the curb and four feet away from the gate in its closed position and four feet away from the gate in its open position. To determine the leg of the loop that is parallel to the gate in its closed position (y) subtract the driveway width (x) by 6 feet, represented by this formula: x - 6 = y. To find the leg of the loop that is parallel to the curb (a) subtract the driveway width (x) by four feet, represented by this formula: x - 4 = a. An exit loop in this gate system is optional and can be the reverse loops on the inside of the property (which will require a separate detector) or another loop can positioned a minimum of four feet away from reverse loop on the inside of the property. 16' Double Swina a Loo { ,6 ay q a q <t, 2 4 g b _4 i The above example shows loop placement guidelines on a 16'Double Swing Gate. Double swing gates require a total of three loops: two reverse loops on each side of the gate and a shadow loop. The reverse loops follow the same method of installation as swing gates; two feet from each curb and four feet away from the gate in its open position. Finding their size follows the same formula as slide gates and swing gates (x - 4 = z).To find the shadow loop leg that is parallel to the gate in its closed position (b), you need to subtract the driveway width (x) by eight; represented by this formula: x - 8 = b. To find the shadow loop leg that is parallel to the gate in its open position (c), you need to divide the driveway width (x) by two, then subtract that amount by four feet represented by this formula: (x / 2) - 4 = c. An exit loop in this gate system is optional and can be the reverse loops on the inside of the property (which will require a separate detector) or another loop can positioned a minimum of four feet away from reverse loop on the inside of the property. Vertical Doors - Section Coming Soon. Traffic Lanes - Such as in a Parking Structure or Drive-thru Lane at a fast food establishment. Section Coming Soon. Whenever possible the installation of direct burial loops should be used instead of saw-cuts. The loops will last longer will avoid saw-cutting which will make a grooved tattoo in Mrs. Jones's driveway. Materials Count! Now that you understand the proper placement and size of loops we will go into a detail about www.bdloops.com/placement_and size.html +"s S ILI C.V. L.4 4 CG. CNGINECRING CONTRACTORS 1846 Ludwig Ave Santa Rosa G4 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlorsen.com 'biaskvhorsetWhotmail.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: While meeting with the City Engineers for review of the road modifications requested by the City Fire Marshal, it was brought to our attention that the drainage course of the road has caused slippery conditions and caused vehicle damage. It was requested that the contractor install a drainage drop inlet,storm drain and energy dissipater for the wet section of the roadway. Please see our attached request for change order and estimate for this work. /Than/k Chris Larsen C.V. Larsen Co. 1 M MML C.V. L..4 '64 CC. ENGINEERING commAcroR8 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlorsen.com "biaskvhorseg0hotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 10 DATE: 8/4/21 PROJECT: PZ2S Tank Replacement Project#2021-087 OWNER: City of Ukiah CONTRACT DATE: July 6,2020 TO: Jason Benson Cijy of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Sco a of Work Drop inlet and HDPE drainage in access road. As a result of the change described above,the amount payable to the contractor is modified as follows: 1 LS $9,954;90. As a result of the change(s)described above, the time permitted for performance of this contract is hereby modified as follows: Additional 5 working days. Except as set forth above,all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner Date - Contractor Date 'P�z -$-� o YV 0711=021 I4:21 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID > 9,954.90 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT extra work LS 1.00 9,954.90 9,954.90 Bid Total > 9,954.90 I C.V.Larsen Company 0711$1202 Page 14:20 DEWR extra work report DIRECT COST REPORT Activity Desc Quantity unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = I Description extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 I extra work Quan: 1.00 IS Hrs/Shft-. 8.00 WCNONE 2 DDPE PIPE hdpe pipe 12"@107.5 40.00 PLF 24.000 1,032 1,032 2 DROP INLE precast drop in@107. 1.00 LS 1,600.000 1,720 1,720 2CL2AB class 2 ab deti@107.5 10.00 TON 25.000 269 269 2RSPNORTH 1/2 ton isp nor@107. 12.00 TON 36.000 464 464 3 GEOFABRI geotextile fabric mafif 1.00 LS 125.000 125 125 8B416B CASE 580 N Backhoe 8.00 HR 58.810 470 470 8T.5TPU 1/2 ton pickup 16.00 HR 17.000 272 272 8T20CYDT Transfer Dump Truck 4.00 HR 125.000 500 500 LAFOR Const.Specialist 16.00 MH 32.620 1,012 1,012 OA 1 EX3 Op Excavator<3112c 8.00 MH 48.370 676 676 UUPROJENG Project Engineer 24.00 MH 42.500 1,224 1,224 $7,764.82 48.0000 MH/LS 48.00 MH 11928.88] 2,912 3,495 125 1,242 7,765 0,0208 Unit1M 2,912.19 3,485,15 125.00 1,242.48 7,764.82 Item Totals: I - extra work $7,764.82 48.0000 MH/LS 48.00 MH [ 1928.98] 2,912 3,485 125 1,242 7,765 7,764.820 1 LS 2,912.19 3,495.15 125.00 1,242.48 7,764.82 $7,764.82 *** Report Totals *** 49.00 MH 2,912 3,485 125 1,242 7,765 »>indicates Non Additive Activity ------Report Notes:---- The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner:fritz winery Engineering Firm:atterburry and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER #on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column=Labor Unit Cost Without Labor Burdens r r C.V.Larsen Company Page 2 DEWR extra work report 07/18/2021 14:20 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Mated Matl/Ex MentContrac Total BID ITEM= l Description=extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes--- Calendars are found in crew and labor codes and have the format XXXdY where XXX=The Calendar and Y=The Starting Day of the Week with Day 1 —Monday,etc_ 40 standard calendar C-V- t...AA5Eh1 CD. £NGIN££IPlNG CONTRACTORS 1846 Ludwig Ave San to Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 fax www.cvlarsen.com 'biaskyhorse@hotmoil.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: During the review of the relocation of the gate for Pressure Zone Two, it was requested that the contractor provide an underground conduit from the irrigation timer panel to the gate for an electrical service for the gate actuator. Please see our attached request for change order and estimate for this work. Thank , Chris Larsen C.V. Larsen Co. C.V. LA�iSEM CO. ENGINEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlorsen.com '6iash±orse4hotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 11 DATE: 8/4/21 PROJECT: PZ2S Tank Replacement Project#2021-087 OWNER: City of Ukiah CONTRACT DATE: July 6,2020 TO: Jason Benson Cily of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Scope of Work Electrical conduit for gate As a result of the change described above, the amount payable to the contractor is modified as follows: 1 LS $9,586.76. As a result of the change(s) described above,the time permitted for performance of this contract is hereby modified as follows: Additional 10 working days. Except as set forth above, all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner Date Contractor Date 3 y. 07/18/2021 15:23 1 Project&Job##: Date of Letting: CONTRACT TOTAL BID => 9,586.76 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT 2UANTITY UNIT PRICE AMOUNT extra work LS 1.00 9,586.76 9,586.76 Bid Total > 9,586.76 G'/7`� �r6t/��G cJl� crsr� 7A7JJtd� �? �P.J Ak- 119d L l Ate' &11L A=ff MC . T C.V.Larsen Company Page 1 DEWR extra work report 07118/2021 15:23 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description-extra work Unit LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 extra work Quan: 1.00 LS_ H_rs/Shit: 8.00 WC NONE 2 CANDUITS platt electrica@107.5 1.00 LS 525.000 564 564 8B416B CASE 580 N Backhoe 24.00 HR 58.810 1,411 1,411 8CWHACK Whacker/Compactor 24.00 HR 13.500 324 324 8T.5TPU 1/2 ton pickup 24.00 HR 17.000 409 408 LAFOR Const.Specialist 24.00 MH 32.620 1,519 1,519 OAlEX3 Op Excavator<31/2c 24.00 MH 48.370 2,027 2,027 UUPROJENG Project Engineer 24.00 MH 42.500 1,224 1,224 $7,477.68 72.0000 MH/LS 72.00 MH [2963.76 1 4,770 564 2,143 7,478 0.0139 Unit/M 4,769.86 564.38 2,143.44 7,477.68 ->Item Totals: 1 - extra work $7,477.68 72.0000 MH/LS 72.00 MH [2963.76] 4,770 564 2,143 7,478 7,477.680 1 LS 4,769.86 564.38 2,143.44 7,477.68 $7,477.68 *** Report Totals *** 72.00 MH 4,770 564 2,143 7,478 >>>indicates Non Additive Activity ------Report Notes:------ The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm: atterburry and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column=Labor Unit Cost Without Labor Burdens -n equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where C.V.Larsen Company Page 2 DEWR extra work report 07/18/2021 15:23 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContraC Total BID ITEM = 1 Description=extra work unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 XXX =The Calendar and Y=The Starting Day of the Week with Day 1 =Monday,etc. 40 standard calendar C.V. I..AASEf`1 CD. ENGMEER1NG CON►RAC►ORS 1846 Ludwig Ave Santa Rosa C4 95407-6413 (707)526-3750 V (707)571-8481 fox www.cvlarsen.com *biaskvhorse@hotmail.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: During our project meeting on.tune in, it was requested the contractor install heavy duty storm water and soil stabilization methods on the new earth slope beneath the new Pressure Zone Two Tank location. This includes placement of straw,jute mesh,choir mat material,pinned into the new slope. Please see our attached request for change order and estimate for this work. Thank y , Chris Larsen C.V. Larsen Co. C.v. L.AAS��`1 co. ENGINEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8491 Fax www.cvlarsen.com "biaskvhorsePhotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 12 DATE: 8/4/21 PROJECT: PZ2S Tank Replacement Project#2021-087 OWNER: City of Ukiah CONTRACT DATE: July 6,2020 TO: Jason Benson Cijy of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Scone of Work Jute Mesh choir mat and straw pinned on slope for BMP's. As a result of the change described above,the amount payable to the contractor is modified as follows: 1 LS $10,752.14. As a result of the change(s) described above,the time permitted for performance of this contract is hereby modified as follows: Additional 12 working days. Except as set forth above,all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner Date -- Contractor Date � /N h Gh�er cad r rJ a, -54ep&S F%-w 07118/2021 15:07 1 Project&Job##: Date of Letting: CONTRACT TOTAL BID > 10,752,14 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT extra work LS 1.00 10,752.14 10,752.14 Bid Total => 10,752.14 C.V.Larsen Company Page 1 DEWR extra work report 07/18/2021 15:08 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM — 1 Description extra work Unit_ LS Takeoff Quan: 1.000 Engr Quan: 1.000 I extra work Quan: 1.00 LS Hr_s/Shft: 8.00 WCNONE 2 JUTE MES excelsior jute @107.5 1.00 LS 3,100.000 3,333 3,333 2 STAPLES fabric staples@107.5 5.00 EA 10.000 54 54 2 STRAWBAL straw bales del@107. 8.00 EA 27.330 235 235 SB416B CASE 580 N Backhoe 8.00 HR 58.810 470 470 8T.5TPU 1/2 ton pickup 40.00 HR 17.000 680 680 LAFOR Const.Specialist 40.00 MH 32.620 2,531 2,531 OAIEX3 Op Excavator<31/2c 8.00 MH 48.370 676 676 UUPROJENG Project Engineer 8.00 MH 42.500 408 408 $8,386.67 56.0000 MH/LS 56.00 MH [2031,76] 3,615 3,621 1,150 8,387 0.0179 Unit1M 3,614.90 3,621.29 1,150.48 8,386.67 — >Item Totals: 1 - extra work $8,386.67 56.0000 MH/LS 56.00 MH [2031.76] 3,615 3,621 1,150 8,387 8,386,670 1 LS 3,614.90 3,621.29 1,150.48 8,386.67 $8,386.67 *** Report Totals *** 56.00 MH 3,615 3,621 1,150 8,387 >>>indicates Non Additive Activity ------Report Notes:------ The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner:fritz winery Engineering Firm: atterburry and assoc Estimator-ln-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Svurce used: C:\HEAVYBID\MASTER. zip la backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C: \HEAVYBID\EST\MASTER "on units of MH indicate average labor unit cost was used rather than base rate. [ ]in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX-Rent% and YYY EOE% ------Calendar Codes------ C.V. Larsen Company Page 2 DEWR extra work.report 07/18/2021 15:08 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = I Description=extra work Unit LS Takeoff Quan: 1.000 Engr Quan: 1.000 Calendars are found in crew and labor codes and have the format XXXdY where XXX-The Calendar and Y The Starting Day of the Week with Day I -Monday,etc. 40 standard calendar ! f C.V. t...AASEM CO. $NGINEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa G4 95407-6413 (707)526-3750 V (707)571-Ml Fax www.cvfarsen.com 'biaskyhorsetwhotmaii.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: During the project meeting on June 1s`, it was requested the contractor provide a new water service, boxes,check valves,irrigation piping and planting of 6 native oak trees, in the new fill slope at the location of the new Pressure Zone Two Tank. Please see our attached request for change order and estimate for this work. Tha�� Chris Larsen C.V. Larsen Co. 40, C.V. L.Ai�SEr`1 CO. ENGINEERING CONTRACTORS 1846 Ludwig Ave San to Rasa G4 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlarsen.com 'b0skyhorsePhotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 13 DATE: 8/4/21 PROJECT: PZ2S Tank Replacement Project#2021-087 OWNER: City of Ukiah CONTRACT DATE: July 6,2020 TO: Jason Benson City of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Scope of Work Hot tap service,box, check valve, irrigation and trees 6 native oak. As a result of the change described above,the amount payable to the contractor is modified as follows: 1 LS $13,452.45. As a result of the change(s) described above,the time permitted for performance of this contract is hereby modified as follows: Additional 10 working days. Except as set forth above, all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner - -- -- T Date Contractor Date servempl- 0'7/18/2021 14:58 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID > 13,452.45 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT extra work LS 1.00 13,452.45 13,452.45 Bid Total > 13,452.45 � .-•e C.V.Larsen Company Page 1 DEWR extra work report 07118/2021 14:59 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description=extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 —T extra work _ _ Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 2 CHECK VA i3/4"check val@107. 1.00 LS 244.260 263 263 2 IRRIGATIO hdpe irrigation@107. 1.00 LS 93.770 101 101 2 OAK TREE barrel oak tree@107.5 6.00 EA 227.000 1,464 1,464 3/4" HOT TA hot tap valve and box 1.00 LS 3,900.000 3,900 3,900 SB416B CASE 590 N Backhoe 8.00 HR 58.810 470 470 8T.5TPU 1/2 ton pickup 40.00 HR 17.000 680 680 LAFOR Const.Specialist 40.00 MH 32.620 2,531 2,531 OA 1 EX3 Op Excavator<31/2c 8.00 MH 48.370 676 676 UUPRO.IENG Project Engineer 8.00 MH 42.500 408 408 $10,492.91 56.0000 MH/LS 56.00 MH [2031.76 1 3,615 1,828 3,900 1,150 10,493 0.0179 Unit/M 3,614.90 1,827,53 3,900.00 1,150.48 10,492.91 Item Totals: 1 - extra work $10,492.91 56.0000 MH/LS 56.00 MH [2031.761 3,615 1,828 3,900 1,150 10,493 10,492.910 1 LS 3,614,90 1,827.53 3,900.00 1,150.48 10,492.91 $10,492.91 *** Report Totals *** 56.00 MH 3,615 1,828 3,900 1,150 10,493 >>>indicates Non Additive Activity ------Report Notes: The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm: atterburry and assoc Estimator-in-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 — Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 -- Source used: C:\HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 -- Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. { ] in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX Rent% and YYY=EOE% 1 C.V. L.AR'SE 4 CO. ENGINEERING CON►RACMRS 1846 Ludwig Ave Santa Rosa G4 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlarsen.com *biaslWhorse0hotmail.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: During our May 2e project meeting,it was requested the contractor provide fencing around the south and east side of the Pressure Zone Two site as a safety item. Please see our attached request for change order and estimate for this work. Thank you, Chris Larsen C.V. Larsen Co. [Ld C.V. "AF MWf*4 CO. ENGINEERING coNrMAcrONS 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlarsen.com `6iaskvhorsefhotmail.com FIELD CHANGE ORDER CHANGE ORDER NO. 14 DATE: 8/4/21 PROJECT: PZ2S Tank Replacement Project#2021-087 OWNER: City of Ukiah CONTRACT DATE: July 6,2020 TO: Jason Benson Cily of Ukiah This Change Order modifies the provisions of that certain contract dated 6 July 2020 by and between Owner and Contractor. The following change is hereby directed in the performance of the contract work: Scope of Work Install 1000' of 4' tall open chain link fence,2 corners, 2 ends, around south and east side of PZ2S site As a result of the change described above,the amount payable to the contractor is modified as follows: I LS 8 457.03 As a result of the change(s)described above,the time permitted for performance of this contract is hereby modified as follows: Additional 5 working days. Except as set forth above, all terms and provisions of the contract and all prior change orders remain in full force and effect. Owner Date - -- Contractor Date Agricultural *Commercial r Resideotial State&Federal FENCING License#585041 ARROW FENCING P.O. BOX 385 CALPLLLA, CA 95410 707-485-1128 Fax: 707-485-1142 Arrowfencingea.com chris@arrowfencingca.com Pae PROPOSAW CONTRACT 08/04/2021 Customer Information: Job Information: Cvlarsen 481-2020 1 Golf Co)1 rsee 4 ' wence Ukiah , CA Notes: Install 1000 of 4' tali open chain link - fence 2- corners 2- ends :)pen flat gro{lnd accessible Additional charges for any extra work not covered in this contract ARpow FENCING - CALIFORNIA CONTRACTORS LICENSE #585041 that was requested by the customer will also be added. The full ... .....: .�....... amount of this contract along with any additional charges will become NOTICE 'r0 ONNER:{SCCTIONw7019 - CONTRACTORS LICENSE hAM1 UNDER THE payable upon coapletlon or all work whether or not it has been NBCHANIC'S LIEN LAW, ANY CONTRACTOR, SUBCONTRACTOR, LABORER, invoiced. MATERIALMAN OR OTHER PERSON WHO HELPS TO IMPROVE YOUR PROPERTY AND IS A finance Charge of 1 1/21 per mmnth (or a minimum of $1.00), which NOT PAID FOR HIS LA80R, SERVICES OR MATERIAL, HAS A RIGHT TO ENFORCE is an annual percentage rate of 18%, shell be applied to accounts HIS CLAIM AGAINST YOUR PROPERTY. that are not paid within 10 days after Completion of any work UNDER THE LAN, YOU MAY PROTECT YOURSELF AGAINST SUCH CLAIMS BY invoiced. All materials will remain the property or ARROW FENCING FILING, BEFORE COMMENCING SUCH WORX OR IMPROVEMENT, AN ORIGINAL until all invoices pertaining to this job are paid in full. The CONTRACT FOR THE WORK OF IMFROVENENT OR A MODIFICATION THEREOF, IN customer agrees to pay all interest and any costs incurred in the THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY WHERE THE PROPERTY IS collection of this debt. SITUATED AND REQUIRING THAT A CONTRACTOR'S PAYMENY BOND BE RECORDED 1N SUCH OFFICE. SAID BOND SHALL BE IN AN AHOUNT NOT LESS THAN FIFTY CONTRACTORS ARE REQUIRED BYLAW TO BE LICENSED AND REGULATED BY TN; PERCENT (50/5) OF THE CONTRACT PRICE AND SHALL, IN ADDITION TO ANY C.ONTRACTOR'S STATE LICENSE BOARD. ANY QUESTIONS CONCERNING A CONDITIONS FOR THE PERFORMANCE OF THE CONTRACT, BE CONDITIONED FOR CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS STATE THE PAYMENT IN FULL OF THE CLAIMS OF ALL PERSONS FURNISHING LABOR, LiCEH3E BOARD, 19835 Goethe Road), Sacramento, California. (Kai ling SERVICES, EQUIp1ENT OR MATERIALS FOR THE WORK DESCRIBED IN SAID Address; P.O. Box 26000, Sacramento, California 95827,) CONTRACT. ....e...a..,..�e..e. ...a. .�.,..�..:....,.,m.e............ ^The responsibility rfor icomplying with local ezoni" regulations and obtaining any required permits shall rest with the customer ARROW FENCING will assist the customer, upon request, in determining where the fence is to be erected, but under no circumstance does ARROW FENCING assume any responsibility COncarning property lines or in any way guarantee their accuracy. If property pins cannot be located it is reccamwnded that the customer have the property surveyed ARROW FENCING assumes no responsibility for damage to undergratio utilities, public or private.The customer will assume all liability for any damage caused by directing ARROW FENCING to dig in the immediate vicinity of known utilities. The final billing will be based on the actual footage of fencing built and the work performed. Partial billing for materials delivered to the job site and work completed may be sent at weekly intervals. Adjustments for material used on this job and adjustments for labor will be charged or credited at the currently established rates. Approved & Accepted for Customer: Contract Amount: $ 6568.57 Down Payment: $ Accepted for ARROW FENCING: Balance Due: $ 6568.57 C o � 3 77 a- e3a i+ —I ,n Agricultural •Commercial *Residential State&Federal FENC►NG License#585041 ARROW FENCING P.O. BOX 385 CALPLLLA, CA 95418 707-485-1128 Fax: 707-485-1142 Arrowfencingca.com Chris@arrowfencingoa.com CHAINLINK FENCE SPECIFICATION FABRIC: 48" 9 GA. GALVANIZED (2" Mesh) KK CHAIN LINK FABRIC. TOP RAIL: 1 5/8" O.D. STRUCTURAL PIPE, 1.73 lbs. per foot. Top rail 21' in length, joined with 1 5/81" SLEEVE. LINE POST: 1 7/81" O.D. STRUCTURAL PIPE, 2.20 lbs. per foot. Line posts set 10' on center maximum spacing. Concrete footing: 8" diameter, 24" depth. TERMINAL POST: 2 3/8" O.D. STRUCTURAL PIPE, 2.78 lbs. per foot. Concrete footing: 8" diameter, 36" depth. FITTINGS: REGULAR BRACE BAND & CARRIAGE BOLT, PRESSED STEEL RAIL-END, PRESSED STEEL EYE-TOP, PRESSED STEEL CAP, 3/16" X 3/4" TENSION BAR, REGULAR TENSION BAND & CARRIAGE BOLT. TIE WIRE: 8 1/2" 11 GA. STEEL TIE WIRE & 6 1/2" 11 GA. STEEL TIE WIRE spaced 151" on center for line posts & 24" on center for rails. POST FOOTING: HAND MIXED CONCRETE. Invoice uiwC.V. L..Apais CO. Date Invoice# ENGfNEEx1NG CONMACWHS 1846 Ludwig Ave Santo Rosa CA 95407-6413 6/8/2021 160061-22 (707)52b-3750 V (707)571-8481 Fox www.elarsen.com *biaskyhorset0hohnad.com Bill To City of Ukiah Jason Benson Purchasing Department 411 West Clay St Ukiah CA 95482 Terms Project Net 15 PZ2S Water Tank Replacement Description Prior% Curr% Total% Prior Amt Est Amt Prior oty Est Qty oty Amount Mobilization&Demobilization 75.00% 0.00% 75.00% 11,602,23 15,470.19 0.20005 1 0 0.00 Demo Exist.Tank,footing and 100.000/6 0.00% 100.00% 50,250.39 50,250.39 1 1 0 0.00 yard piping Clearing and Grubbing 100.000/0 0.00% 100.00% 7,111.28 7,111.29 1 l 0 0.00 Excavate and Soils Export 100,000/0 100.000/a 11,018.60 0 185 185 11,018,60 Provide and Install Compacted 0.000/0 0.000/0 17,734.50 0 150 0 0.00 Engineered Fill Finish Grading 0.000/0 0.000/0 7,940.08 0 1 0 0.00 Erosion Control 100.000/0 0.000/a 100.000/9 4,101.94 4,101.94 1 1 0 0.00 Provide and Install Yard Piping 69.98% 0.00% 69.98% 14,305.24 20,441.13 0.69983 1 0 0.00 Provide and Install Tank 0.000/0 0.000/0 42,994.98 0 1 0 0.00 Foundation Provide and install Glass Fused 48.15% 0.001/6 48.15% 150682.46 312951.64 0.48149 1 0 0.00 Bolted Steel Water Tank Provide and Install Cathodic 0.000/a 0.00% 15,507.69 0 1 0 0.00 Protection System Provide and Install Tank Level 46.660/6 0.00% 46.66% 3,000.00 6,429,96 0.46657 1 0 0.00 Instrumentation Provide and Install Overflow 0.000/0 0.00% 14,557.62 0 1 0 0.00 Drain Piping and Inlet Box Field Change Order No. 1 111.371/6 0.000/a 111.37% 11,410.93 10,245.93 2 0 0.00 Access Field Change Order No.2 100.00% 0.00% 100.000/a 32,024.74 32,024.74 1 1 0 0.00 Design changes Field Change Order No.3 26.90% 36.00% 62.90% 46,604.40 173283.12 0.26895 1 0.36 62,381.92 Earthwork Field Change Order No.4 100.00% 0.000/6 100.00% 5,500.00 5,500.00 1 1 0 0.00 Engineering Field Change Order No.5 100.009/0 100.00% 8,397.26 0 1 1 28,397.26 CID14 Piling Foundation Revisions DEWRS 5!5/21-6/7/21 21,892.73 SMALL BUSINESS ENTERPRISE PROMPT PAYMENT REQUESTED Total s123,690s 1 Payments/Credits $0.00 Balance Due $123,690.51 -� -` Invoice -- Date Invoice# C.V. !__.A S S E=-r 4 C CE. F.NGtNEERING roNtHACTO RS 1846 Ludwig Ave Santa Rosa CA 95407--6413 7/6/2021 202107-fl6 (707)526-3750 V (707)571--8481 Fax www.cvlorsen.com *bigskyhorseLMhotmaii.com Bill To City of Ukiah Jason Benson Purchasing Department 411 West Clay St Ukiah CA 95482 Terms Project Net 15 PZ2S Water Tank Replacement Description Prior% Curr% Total% Prior Amt Est Amt Prior Qty Est Qty Qty Amount Mobilization&Demobilization 75.00% 0.00% 75.00%0 11,602.23 15,470.19 0.20005 1 0 0-00 Demo Exist.Tank,footing and 100,00% 0.00% 100.00% 50,250-39 50,250-39 1 1 0 0.00 yard piping Clearing and Grubbing 100.00% 0.00% 100,00% 7,111-28 7,111.28 1 1 0 0.00 Excavate and Soils Export 100,00% 0.00% 100.00% 11,018.60 11,018.60 185 195 0 0.00 Provide and Install Compacted 100.00% 100.0011/0 17,734.50 0 150 150 17,734.50 Engineered Fill Finish Grading 0-00% 0-00% 7,940.08 0 1 0 0.00 Erosion Control 100.0011/0 0.00% 100.00% 4,I01.94 4,101.94 1 1 0 0.00 Provide and Install Yard Piping 69-98% 0.00% 69.98% 14,305.24 20,441-13 0-69983 1 0 0.00 Provide and Install Tank 100.00% 100.00% 42,994.98 0 1 1 42,984.98 Foundation Provide and Install Glass Fused 48.15% 0-00% 48.15% 150682-46 312951.64 0.48149 1 0 0-00 Bolted Steel Water Tank Provide and Install Cathodic 0.00% 0.00% 15,507-69 0 1 0 0-00 Protection System Provide and Install Tank bevel 46.66% 0.00% 46.66% 3,000,00 6,429.96 0-46657 1 0 0.00 Instrumentation Provide and Install Overflow 50-00% 50.00% 14,557.62 0 1 0.5 7,278.81 Drain Piping and Inlet Box Field Change Order No. 1 111-37% 0.00% 111.37% 11,410.93 10,245.93 2 0 0.00 Access Field Change Order No-2 100.00% 0-00% 100.00% 32,024-74 32,024.74 1 1 0 0.00 Design changes Field Change Order No.3 62.90% 0.00% 62.90% 108986.32 173283.12 0.62895 1 (1 0,00 Earthwork Field Change Order No-4 100.00% 0.00% 100.00% 5,500.00 5,500-00 1 1 0 0.00 Engineering Field Change Order No-5 100.00% 0.00% 100.00% 28,397-26 28,397.26 1 1 0 0-00 FoundationC1DH Piling Revisions DEVVRS June 28-July 2 15,455.46 We appreciate your prompt payment. Total $$3.453.75 Payments/Credits $0.00 Balance Due $83,453.75 C.V. L7AA5EM CO. ENGINEERING CONTRACTORS 1846 Ludwig Ave Santa Rosa CA 95407-6413 (707)526-3750 V (707)571-8481 Fax www.cvlarsen.com "blaskyhorse0hotmad.com 4 August 2021 Jason Benson City of Ukiah 300 Seminary Dr Ukiah CA 95482 Re: PZ2S Tank Replacement Project#2021-087 Request for Contract Change Order Dear Mr. Benson: In review of contract costs to date,there are a few time and materials directives that remain: • Electrical for rectifier system,transducer and yard light • Repair of the golf course access road and turf • Exposing and providing new golf course water service and backflow preventer • Covid related material escalation. Thank you, �cu,.Lau� few,' Chris Larsen C.V. Larsen Co. ATTACHMENT#2 C.V. "ARSEI►! CO. ENGINEERING CONTRACTORS 1846 Ludwig Avenue r Santa Rosa, CA 95407-6413 (7071 526-3750 9 August 2021 www.cvlarsen.com Jason Benson City of Ukiah 300 Seminary Dr. Ukiah CA 95482 Re: PZ2S Tank Replacement,Additional Work Mr. Benson, Per our meeting on 8/6/21 regarding outstanding time and materials contract costs,following is my estimates for these costs as well as current outstanding extra work performed in June and July. Electrical for Transducer, Rectifier and yard light. $ 4,500.00 Repair golf cart path to pre-construction condition per CCO1 $14,000.00 BFP and new main irrigation service 5ta.0+00 $20,300.00 Material and fuel price escalation $ 8,500.00 Current outstanding extra work (DEWRS 6/30-7/22/21 attached) $19,943.48 Any questions, p ase contact me. Sinc I , r � Chris Larsen Owner C.V. Larsen Co. (707)481-2020 C� r SKILL .y� ��4MEN1Gl. �{ INTEGRITY `S,bONSIgti�'` .. .. .0. &1g DAILY EXTRA WORK REPORT CCO.NO. RP.PORTNp PROJECT NO_ ... v AMOUNT AUTHQRIZeD S DATE PERFORMED 4 PREVIOUS EXPENO1TURE f fpwa DATE OF REPORT TODAY f TO PATE f atsCwvTloN or woRR �� [�xy SS Ar HOURP r RATE HOURS EzTp AMOUNTS LJ►BC►R sue•TPSrwL ADDED PERCENTAGe.ISEE SPECIAL PROVISIONS! SUBSISTENCE_— NO—es TRAVELfXPENSE NO—as OTHER TOTAL COST OFLApOR A• P t»C1 V IPIM EEF[T MATERIALS AND/OR WORK DON;OT OYNER THAN CONTRACTOR'S FOACeS TOTAL COST OF ROL41PMEKT AND MATMALS B + 33X ON tAROR COST A} I the above record Is Complete and correct + 1 S%ON SOWMENT AND MAIMALS COST (B Contractor sRepresentotive FOR MKIUUONLY TOTAL THIS REPORT ro ONEST NO Resident Engineer �--- CRIMPERS fT Ong.to Const.Engr .Yellow 10 Contractor-Pink to Res.Engr 07/18/2021 13:35 1 Project&Job##: Date of Letting: CONTRACT TOTAL BID > 2,242.71 Quote To: Bidder's Narne: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT extra work LS 1.00 2,242.71 2,242.71 Bid Total > 2,242.71 C.V.Larsen Company Page 1 DEWR extra work report 07/18/2021 13:34 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matt/Ex MentContrac Total BID ITEM - I Description extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 extra work Quan: 1.00 LS Hrs/Shft: 9.00 WCNONE BB416B CASE 580 N Backhoe 6.00 HR 58.810 353 353 8T.5TPU 1/2 ton pickup 12.00 HR 17.000 204 204 LAFOR Const.Specialist 6.00 MH 32.620 380 380 OAlEX3 Op Excavator<31/2c 6.00 MH 48.370 507 507 UUPROJENG Project Engineer 6.00 MH 42.500 306 306 $1,749.32 18.0000 MH/LS 18.00 MH [740.941 1,192 557 1,749 0.0556 Unit/M 1,192.46 556.86 1,749.32 >Item Totals: 1 - extra work $1,749.32 18.0000 MH/LS 18.00 MH [740.941 1,192 557 1,749 1,749.320 1 LS 1,192.46 556.86 1,749.32 $1,749.32 *** Report Totals *** 18.00 MH 1,192 557 1,749 >>>indicates Non Additive Activity ------Report Notes:- --- The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm: atterburry and assoc Estimator-ln-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Sok�rce used: C: \HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4 :02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER * on units of MH indicate average labor unit cost was used rather than base rate. [ J in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX�YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where XXX=The Calendar and Y=The Starting Day of the Week with Day 1 =Monday,etc. 40 standard calendar .. V. &•//��-� DAILY EXTRA WORK REPORT CC O.NO. R$PORT NO PROJECT NO_ tL• gyp- AMQYNT 4YTNQR12E0 s DATA P#RPORMEd PREVIOUS 6"C"DITURE f )�QAD DATE Of REPORT TODAY S TO DATE S DESCRIPTION OF WORK '` HOURLY MOUR5 EsTENOEo RATE AMOUNTS LABCIR SUB•T6TA4 ACCED►1ACEN'rAGE•rSEE S►ECtAL PROVISIONS; SUBSISTENCE NO ®/ TRAVELEAPENSE NO 6f OTMER _J TOTAL COST os L^Bow A! ' EQUIPMENT i t i i r 17 MATERIALS AND/OR WORK DONE BY OTNER THAN CONTRACTOR'S FORCES i TOTAL COST OF 9*4XPhUNT AND MATEIIAI3 B I v + 33%ONL"OnCOST A) i The above record a complete and correct + 13%ON EQ(rl/Mt!(>•AND MATEtt1ALS COST JConrrocror s Representotive FOR OFFICE USE ONLY TOTAL THIS REPORT PO ON EST MO Resldenl Engineer CHEC11604T Ong to Const.Engr Yellow to Contractor• Pink to Res,Engr. . 07/18/2021 13:32 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID > 3,608.24 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT 2UANTITY UNIT PRICE AMOUNT extra work LS 1.00 3,608.24 3,608.24 Bid Total > 3,608,24 C.V. Larsen Company Page 1 DEWR extra work report 07/18/2021 13:31 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Mated Matl/Ex MentContrac Total BID ITEM = 1 Description- extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 extra work Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 3JACK HAM outside rent 1.00 LS 200.000 200 200 3MISC TOOL misc power tools 8.00 HR 25.000 200 200 8B416B CASE 580 N Backhoe 8.00 HR 58.810 470 470 8T.5TPU 1/2 ton pickup 16.00 HR 17.000 272 272 8TLRCOMP 200 Cfm Trailer Corn 8.00 HR 10.250 82 82 LAFOR Const. Specialist 8.00 MH 32.620 506 506 OA 1 EX3 Op Excavator-.31.'2c 8.00 MH 48.370 676 676 UUPROJENG Project Engineer 8.00 MH 42.500 408 408 $2,814.43 24.0000 MH/LS 24.00 MH [987.92] 1,590 400 824 2,814 0.0417 Unit/M 1,58995 400.00 824.48 2,814.43 >Item Totals: 1 - extra work $2,814.43 24.0000 MH/LS 24.00 MH [987.92] 1,590 400 824 2,814 2,814.430 1 LS 1,589.95 400.00 824.48 2,814.43 $2,814.43 *** Report Totals *** 24.00 MH 1,590 400 824 2,814 >>>indicates Non Additive Activity ------Report Notes:------ The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm:atterburry and assoc Estimator-In-Charge- JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C: \HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4 :02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent` and YYY=EOM% ------Calendar Codes------ C.V. Larsen Company Page 2 DEWR extra work report 07118/2021 13:31 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matt/Ex MentContrac Total BID ITEM = I Description- extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 Calendars are found in crew and labor codes and have the format XXXdY where XXX The Calendar and Y=The Starting Day of the Week with Day 1 -Monday,etc. 40 standard calendar DAILY EXTRA WORK EPIORT CCO-NO. REPORT NO PROJECT NO P AMOUNT AUTHQRIIEO Is DATE PERFORMED PREVIOUS EKPENDITVRE i JQOAO OATE OF REPORT TODAY S �r TO DATE S DE3C RiPTlors pf Wpwx ZZse Zia • C r Ij HOURLY HOURS E%TENDEO RATE AMOUNTS LAGOFt 3VB•T(jTAL AOOEO PERCENTAGE.ISEE SPEGIAL PROV13EOrYS) SUSSISTENCE__ TRAVEL EXPENSE NO 6>< OTHER TOTAL COST Os LAODI► A •f ECUIPMEW MATERIALS AND/OR WORK DONE eY OTHER THAN CONTRACTOR-S FORCESmow I I I -. � a TOTAL COST OF MAPMBTT AND MATEOALS / B + , + 33%ONtAZOECOST i A The above record rs Complete and correct 1 + 1S%ON EOUIPMBffT AND MATMALS COST (B) f JContractor s Representative FOR OFFICE IISEOKY TOTAL THIS REPORT PD ON 95T NO Resident Engineer cNecREo eY Ong. so Consl-Engr. .Yellow 30 Conrroesor• P,nk to Res-Engr. 07/1 8/2021 13:28 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID > 2,516.69 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT extra work LS 1.00 2,516.69 2,516.69 Bid Total > 2,516.69 C.V.Larsen Company Page 1 DEWR extra work report 07/18/2021 13:25 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matt/Ex MentContrac Total BID ITEM = 1 Description=extra work Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 extra work Quan: 1.00 LS Hrs/Shit: 8.00 WCNONE 3HDPE addl.hdpe pipe 1.00 LS 455.800 456 456 3JACK HAM outside rent 1.00 LS 200.000 200 200 3MISC TOOL misc power tools 4.00 HR 25.000 100 100 81341613 CASE 580 N Backhoe 4.00 HR 58.810 235 235 8T.5TPU 1/2 ton pickup 8.00 HR 17.000 136 136 8TLRC0MP 200 Cfm Trailer Com 4.00 HR 10.250 41 41 LAFOR Const. Specialist 4.00 MH 32.620 253 253 0AlEX3 Op Excavator<31/2c 4.00 MH 48.370 338 338 UUPROJENG Project Engineer 4.00 MH 42.500 204 204 $1,963.02 12.0000 MH/LS 12.00 MH [493.961 795 756 412 1,963 0.0833 Unit/M 79498 755.80 412.24 1,963.02 >Item Totals: 1 - extra work $1,963.02 12.0000 MH/LS 12.00 MH [493.96] 795 756 412 1,963 1,963.020 1 LS 794.98 755.80 412.24 1,963.02 $1,963.02 *** Report Totals *** 12.00 MH 795 756 412 1,963 >>>indicates Non Additive Activity ------Report Notes:------ The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm: atterburry and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C: \HEAVYBID\MASTER. zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 05/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ]in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY-EOE% C.V. Larsen Company Page 2 DEWR extra work report 07/18/2021 13:25 DIRECT COST REPORT Activity Desc Quantity Unit Penn Constr Equip Sub- Resource PCs Unit Cost Labor Mated Matt/Ex MentContrac Total BID ITEM = 1 Description=extra work Unit LS Takeoff Quan: 1.000 Engr Quan: 1.000 ------Calendar Codes------ Calendars are found in crew and labor codes and have the format XXXdY where XXX-The Calendar and Y The Starting Day of the Week with Day 1 =Monday,etc. 10 standard calendar N K w O^O N a AvC WNONFm<>> -<m p dm 0�0 5 5 m C3 DDZ= Im -< a cooE - yoo7n*mOO(n U 06 06 m c4 (A) f O Des N Q m D 0 ha ro g� Dv s 4 �. �WD o A Dfl a D m m 0 CD m p a c g � � b 0000 A xaC m N 2 J!1 9 0 Ic p O m U) n fps � D a p D n eo 1° p m p r' m fN N mmw 00 mC in rZ a eni m D aD G? N o - m m rw N { � C�z w a O Se m OOC 00 OW m dm O p(n * '- O C7 � Ted g ccs<n D D00 C v Q O Dmm(n dYO _ o s o � mm zj DN (A) f) 6x3 0Ar � a <m gait m m Q° aim ul p N C00 Q NOOW 3 D s ^� w N m E 70 rn m x d o� a O A g r c A i zm '" �9X -1r m m m r- i 34 mo d CSw p p O p� m -1 Oo o n mni 31� X NZ C V Z v O 3 19 v O r m O �g D t N (17 � N J C 9co D � D G z m Z n m m 717121121 Online Services I Core&Main Core&Main 3486 Investment Blvd. Hayward,CA 94545 510-244-5858 0710712021, 1:27:52 PM Merchant10: 4445035948181 1 Terminal ID: 0058 Last Four: Visa Type Of Card: Keyed Entry. 1854320053 Transaction ID: 18376E Approval Code: Transaction Job Name Customer PO Amount Paid P196600 PZ2S PZ2S $1,367.53 Total Sale Amount: $1,367.53 APPROVED-THANK YOU -IMPORTANT- Please retain this copy for your records; 111 https:lloa.coreandmain.00mladminiedrnincebilipay/ DAILY EXTRA WORK E OR T C C O.NO. REPORT NO PROJECT NO AMOUNT AUTHORIZED f DATE PERFORtMO PREWOUS EXPENDITURE f J``QAD DATE OF REPORT TODAY f TO DATE S Descwvr�nN of wowx w At HDURLr RATE HOURS A,TENDED AMOulvrs LASOq SUB•T6TAL AD DED�E RC[rrTAg4•131E SP9QIALPROVISION$1 SUBSISTENCE NO 0 S TRAVEL EXPENSE NO ®f OTHER TOTAL COST OV LABOR No A� EQUIPMENT k I i AIIATERIALS AND/OR WORK DONE BY OTHER THAN CONTRACTOR'S FORCES I i TOTAL COST Of EOW?NW T AND MATERIALS 1 A # The above record+3 complete and correct + 33%ON IAROR COST 1 � +I S%ON EOMPM84 AND MA'fMALS CAST COnuDpa s Representative FOR OFFICE USE ONLY TOTAL TH IS REPORT ro ON 93T NO Resident Engineer cNscm[DeY Ortg to Const Enge - Yellow to Contractor• Pink 10 Res.Engr. d 08/08/2021 12:00 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID 2,758,68 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT LS 1.00 2,758.68 2,758.68 Bid Total > 2,758.68 a , C.V. Larsen Company Page 1 EXTRA2 extra work 2 08/08/2021 11:59 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description= Unit— LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 8B416B CASE 580N Backhoe 6.00 HR 55.010 330 330 8T.5TPU 1/2 ton pickup 12.00 FIR 17.000 204 204 LAGEN Laborer General Grp 12.00 MH 36.100 840 840 OA1EX3 Op Excavator<31/2c 6.00 MH 48.410 538 538 UUPROJENG Project Engineer 6.00 MH 42.500 329 329 $2,241.43 24.0000 MH/LS 24.00 MH [978.661 1,707 534 2,241 0.0417 Unit/M 1,707.37 534.06 2,241,43 >Item Totals: 1 - - $2,241.43 24.0000 MH/LS 24.00 MH [978.661 1,707 534 2,241 2,241,430 1 LS 1,707.37 534.06 2,241.43 $2,241.43 *** Report Totals *** 24.00 MH 1,707 534 2,241 >>>indicates Non Additive Activity -----Report Notes:------ The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner:fritz winery Engineering Firm: atterburry and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4 :02:42 PM ************Estimate created on: 08/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column-Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where XXX=The Calendar and Y=The Starting Day of the Week with Day l =Monday,etc. 40 standard calendar EXTENDEO AMOuNTS %//�!%/%/%%// �� • 08/08/2021 12:02 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID > 2,29890 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT LS 1.00 2,298.90 42,298.90 Bid Total > 2,29890 C.V. Larsen Company Page 1 EXTRA2 extra work 2 08/08/2021 12:02 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description= Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE SB416B CASE 580N Backhoe 5.00 HR 55.010 275 275 8T.5TPU 1/2 ton pickup 10.00 HR 17.000 170 170 LAGEN Laborer General Grp 10.00 MH 36.100 700 700 OAlEX3 Op Excavator<31/2c 5.00 MH 48.410 449 449 UUPROJENG Project Engineer 5.00 MH 42.500 274 274 $1,867.86 20.0000 MH/LS 20.00 MH [815.55 ] 1,423 445 1,868 0.0500 Unit/M 1,422.81 445.05 1,867.86 >Item Totals: l - $1,867.86 20.0000 MH/LS 20.00 MH [815.55] 1,423 445 1,868 1,867,860 1 LS 1,422.81 445.05 1,867.86 $1,867.86 *** Report Totals *** 20.00 MH 1,423 445 1,868 >>>indicates Non Additive Activity ------Report Notes:----- The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm: atterburry and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4 :02:42 PM ************Estimate created on: 08/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER * on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where XXX=The Calendar and Y=The Starting Day of the Week with Day 1 =Monday,etc. 40 standard calendar =ICI';!111I►�/'���1 _�.� �s�'�� ■ 08/08/2021 12:19 1 Project&Job##: Date of Letting: CONTRACT TOTAL BID => 5,051.61 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT LS 1.00 5,051.61 5,051.61 Bid Total > 5,051.61 C.V.Larsen Company Page 1 EXTRA2 extra work 2 08/08/2021 12:19 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Mated Matl/Ex MentContrac Total BID ITEM = 1 Description- Unit LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 3 IRON FITTI Iron fittings pace supp 1.00 LS 1,965.000 1,965 1,965 8B416B CASE 58ON Backhoe 6.00 HR 55.010 330 330 8T.5TPU 1/2 ton pickup 6.00 HR 17.000 102 102 LAGEN Laborer General Grp 12.00 MH 36.100 840 840 OA1EX3 Op Excavator<-31/2c 6.00 MH 48.410 538 538 UUPROJENG Project Engineer 6.00 MH 42.500 329 329 $4,104.43 24.0000 MH/LS 24.00 MH [978.66] 1,707 1,965 432 4,104 0.0417 Unit/M 1,707.37 1,965.00 432.06 4,104.43 >Item Totals: 1 - $4,104.43 24.0000 MH/LS 24.00 MH [978.66] 1,707 1,965 432 4,104 4,104.430 1 LS 1,707.37 1,965.00 432.06 4,104.43 $4,104.43 *** Report Totals *** 24.00 MH 1,707 1,965 432 4,104 >>>indicates Non Additive Activity ------Report Notes: --- The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner:fritz winery Engineering Firm: atterburry and assoc Estimator-In-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Sourr_e used: C: \HEAVYBID\MASTER.zip (a backup) from 07/11/2005 4:02:42 PM ************Estimate created on: 08/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER *on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column=Labor Unit Cost Without Labor Burdens In equipment resources, rent % and E,DE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where XXX=The Calendar and Y=The Starting Day of the Week with Day 1 -Monday,etc. C.V.Larsen Company Page 2 EXTRA2 extra work 2 08/08/2021 12:19 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM — 1 Description= Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 40 standard calendar ..................... ... . . INVOICE PACE Supply Corp .----•.-.-- .. ...-------------:........ P.O.Box 6407 1 INVO E—DATE I INVOICE# PAGE Rohnert Park.CA 94927 6407 07/2S21 1 OU028558 1 Of 2 DACE SHIPPED I CUSTOMER# 071=1 1 02170-01 Branch Canted:707-4624707 FAX:707-4034M Acmurding 8 Credit:05-306-5689 SHIP TO C V LARSEN r PZ2S SANK REPLACEMENT C V LARSEN i PZ23 TANK REPLACEMENT JOB 0 2021-087** 599 PARK BOULEVARD 1846 LUDMG AVENUE UKIAH,CA 95402 SANTA ROSA.CA 95407 CUSTOMER PURCHASE ORDER JOB NAME SHIPPED VIA RMS TAXABLE 2021-M PIPELINE OUR TRUCK 10TH NET 25TH ITEMS PARTWESCRIPTION ORDER SHIP LIST MULT EXTENSION BLBS6 20'-20 9.00 --WE-- 1 .00 Y 8 BOLT SET PLTD(8)3/4 X 31/4 DCFTUFGRIP8 8 Y 8 RET DUAL WEDGE ACC PVCJDIIHDPE m 8 131.37 0.4186 440.00�-��' FORF617004ML 1 t 106.00 0.0132 05.00 Y 1 MIP X FIP LF BRS CORP BALL STOP FORD FORS91804 1 1 90.93 0.8048 55.00 Y 6 PVC X 1 IP SRS HINGED SADDLE F/C900 FORD DCFFLGTYTEB 20 20 11.73 DO-11377 220.00 Y 6 FLO-TYTE GASKET RING SBR DC1FTFLG6 2 550.00 0.5000 5.00 6 FLO TEE AC C DCF45FLO8 2 2 334.00 0.5089 6 FLO 45 ELL AC CL DCF2 6 4 4 159.00 0.5031 6 M 1/2 LL AC CL MU E 2 2 1550.08 0.3998 1240.00 Y 6 FLO X.FLG A-2361 GATE VALVE MUELLER DCFFLOTAPT62 `�,, 3 3 223.00 0.5158 345.00 Y 6*2 IPS TAPPED FLO CAST IRON AC �� l CONTINUED ON THE NEXT PAGE �r .-.. `.�.- . � ,� ■ism�� 08/08/2021 12:28 1 Project&Job#: Date of Letting: CONTRACT TOTAL BID > 1,466.65 Quote To: Bidder's Name: Bidder's Address: ITEMS OF WORK UNIT QUANTITY UNIT PRICE AMOUNT LS 1.00 1,466.65 1,466.65 Bid Total > 1,466.65 C.V.Larsen Company Page I EXTRA2 extra work 2 08/08/2021 12:27 DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Resource PCs Unit Cost Labor Materi Matl/Ex MentContrac Total BID ITEM = 1 Description= Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000 1 Quan: 1.00 LS Hrs/Shft: 8.00 WCNONE 8B416B CASE 580N Backhoe 2.00 HR 55.010 110 110 8T.5TPU 1/2 ton pickup 4.00 HR 17.000 68 68 LAGEN Laborer General Grp 8.00 MH 36.100 560 560 OAlEX3 Op Excavator<31/2c 2.00 MH 48.410 179 179 UUPROJENG Project Engineer 5.00 MH 42.500 274 274 $1,191.66 15.0000 MH/LS 15.00 MH [598.121 1,014 178 1,192 0.0667 Unit/M 1,013.64 178.02 1,191.66 Item Totals: I - $1,191.66 15.0000 MH/LS 15.00 MH [598.121 1,014 178 1,192 1,191.660 1 LS 1,013.64 178.02 1,191.66 $1,191.66 *** Report Totals *** 15.00 MH 1,014 178 1,192 >>>indicates Non Additive Activity ------Report Notes.- --- The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. Bid Date: Owner: fritz winery Engineering Firm: atterburry and assoc Estimator-ln-Charge: JOB NOTES Estimate created on: 12/21/2004 by User#: 0 - Source estimate used: A:\FRITZ ************Estimate created on: 07/11/2005 by User#: 0 - Source used: C:\HEAVYBID\MASTER.zip to backup) from 07/11/2005 4 :02:42 PM ************Estimate created on: 08/03/2021 by User#: 0 - Source estimate used: C:\HEAVYBID\EST\MASTER " on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column=Labor Unit Cost Without Labor Burdens an equipment resources, rent % and EOE % not = 1001 are represented as XXX%YYY where XXX=Rent% and YYY=EOE% ------Calendar Codes------ Calendarsare found in crew and labor codes and have the format XXXdY where XXX=The Calendar and Y=The Starting Day of the Week with Day 1 =Monday,etc. 40 standard Calendar PACE Supply Corp R INVOICE "`°'""� P.O Box 6407 # PAGE RohneR Park CA 94927-6407 (,_ 07/23/21 1 027026558 1 of 2 �y PE C R# Jet fl7/2312t 1 021T0-01 Branch Canted-W-462.8707 FAX:7 Q� S 074634943 Accounting 8 Credlt:85&=0-5M9 1 P"' SHIP TO C V LARSEN I P22S TA14K FR YPR �LAc�w��rrr �FYI r C Y LAi1SEN 1 PZ29 TANK REPLACEMENT JOB c 2021-087"6 589 PARK BOULEVARD 1848 LUDYWG AVENUE UKIAH,CA 95462 SANTA ROSA.CA 95407 CUSTOMER PURCH"IS ORDER JOB NAME SHIPPED VW JMRNIS TAXABLE 2021-M PIPELINE I OUR TRUCK ImOTH NET 25TH tTEMs PARTMESCRIPTION ORDER SHIP LIST MULT EXTENSION IWO yI 6 BOLT SET PLTD(a)3/4 X 31/4 DCFrUFQRIP8 8 8 131.37 0.4100 440.00 y 0 RET DUAL WEDGE ACC PVM MDPE ff t&& FORF817004NL 1 1 108.00 0.6132 05.00 y 1 MIP X FIP LF ORS CORP BALL STOP FORD FORSO1604 1 1 00.93 0.8048 55.00 y 6 PVC X 1 IP BRS HINGED SADDLE F/C900 FORD DCFFL©TYTEB 20 20 11.73 foo"O.;l 220.00 y 6 FLO-TYTE GASKET RIND SBR 6 LO TEE G 2 550.00 0.5Q00 275.00 6 FLa TEE AC C DCF45FL OO 2 2 334.00 0.5089 340.00 6 FLO 45 ELL AC CL r F2 6 4 4 158.00 0AW1 .00 y 1/2 LL AC CL E 2 2 1550.60 0.3898 1240.00 y 6 FLG G A-2301 GATE VALVE MUELLER 2IPS TAPT62 3 3 22300 0.6168 343i.00 y 6*21PS TAPPED fLG CAST IRON AC ***** CONTINUED ON THE NEXT PAGE ***** A- '� DAILY EXTRA WORK REPORT CC0.NO. RA"RTNO PRwEcr No_ ...w AMovtNT AVTHQRt:ED s DATE PERFORMED Q! ` PREVIOUS EKPENOITURE f (� )MAD DATE OP REPORT � 2 TODAY S 1 , TO OAYE Is v o4scw�Pnora cs wpRx d r !j RAT H EY E=iE IrOEO RATE HOURS AMOUNTS ABoq FLu q , I , ' SUB•T6TAL ADDEO PERCEMTAGE•1S44 SPECIAL PROVI}IONSt SUBS.STENC# -NO-0>< TRAVEI-EXPEr15E NO • ®5 OThER TOTAL COST OF LABOIr.; A EQUIPMENT i I t i , i MATERIALS AND/OR WORK OON4 by CT14ZR THAN CONTRACTOR'S FORCES___ E1E TOTAL COST Of EOUIPMENT AND MATENALS B 1 + 331i ON Lmm COST The above record Is complete and correct +1S%ONEOWPMWT AND MAT11MALSCOST Controaor s Representotive PON OFACE USE ONLY TOTAL TH(S REPORT PO ON EST No Resident Engineer cNEcittoey Ong.to Cont.Engr .Yellow to Conrracror.Pink to Res.Engr. DAILY EXTRA WORK REPORT CC0.NO. B4PORTNo PROJECT NO AMOVMTAUTMQR1XEO s DATE PERFORMED PREVIOUS EXPENDITURE JF J`OAD DATE OF REPORT TODAY S TO DATE S DesscwlPr/a•.OF Wow. Amv7A&ow &dbgz6d,!� Al "ole, A:r -M wets HOURLY MOORS EXTENDED RATE AMOUNTS LABOR r SUB-TOTAL ADDED PERCEMTAGe•MEE SPEC1ALPROY131ON3) SUBSISTENCE_ -.....ENO 6 TRAVEL EXPE143E OTHER y' .. TOTAL COST Or-LABOp.: A L/ EQUIPMENT [� 11 i I • i i MAT'ERIAI.S AND/OR WORK DONE DY OTHER THAN CONTRACTOR'S FORCES I iFf TOTAL toss OF ca"""'meIr AND MATEmAu B � + 331 ON LM OE COST The above record rs complete and correct 1 l ~ +I S%a"Eakfipm iT AND MATMIA6S COST `B} f JConrrOuotsRepresentative fOR OFM USE ONLY TOTALTHIS REPORT PD am EST/.o ResweAt En$IReer CMEGKEa er Ong. 10 COMIL Engr. -Yellow to Conrroaor-Pink to Res.Engr.