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Strand and Associatesion - CO#1, Cont. No. 994 - 8.24.2020
�. Strand Associates, Inc.® 910 West Wingra Drive Madison,WI 53715 - (P)608.251.4843 STRAND ASSOCIATESo August 18,2020 CHANGE ORDER NO. 1 PROJECT: F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications Project OWNER: City of Waterloo,Iowa CONTRACT: City Contract No. 994 CONTRACTOR: Woodruff Construction Description of Change la Provide modifications to the medium-voltage (DEDUCT) ($85,066.00) transformers in accordance with attached Cost Proposal Request(CPR)001 dated June 3,2020, excluding CPR item 001-02. The allowance referenced in the CPR is not required and is not included in this change order. lb Provide modifications to the pressure relief valves and ADD $43,632.00 design of the divider wall for the Waste Activated Sludge(WAS) Storage Tanks(Str. 175)in accordance with attached CPR 002 dated July 23,2020. lc Provide modifications to the design and reinforcing of ADD $73,649.10 the base slab in the WAS Storage Tanks(Str. 175)in accordance with the attached Work Change Directive 001 dated July 28,2020. TOTAL VALUE OF THIS CHANGE ORDER: ADD $32,215.10 Contract Price Adjustment Original Contract Price $16,587,300.00 Previous Change Order Adjustments $0.00 Adjustment in Contract Price this Change Order $32,215.10 Current Contract Price including this Change Order $16,619,515.10 Contract Completion Date Adjustment Original Contract Completion Date March 3,2022 Contract Completion Date Adjustments due to previous Change Orders 0 Days Contract Completion Date Adjustments due to this Change Order 0 Days Current Contract Completion Dates including all Change Orders March 3, 2022 SKH:tll\S:\MAD\4400--4499\4463\009\Construction\Change Orders\001\CO l.docx Arizona I Illinois I Indiana I Kentucky I Ohio I Texas I Wisconsin www.strand.com Strand Associates, Inc: City of Waterloo, Iowa—Woodruff Construction Contract 991, Change Order No. 1 Page 2 August 18, 2020 �� ls�slip �f� This document shall become a supplement to the Contract and all provisions will apply hereto. ` '• l psi DED O SULTANT—Strap oc• Inc Date APPROVED a` 8/18/2020 CONTRACT — oodruff Co struction Date APPROV Q, t, n Hart 8/24/2020 OWNER—City of Waterloo, Iowa Date SKH:lll\S'WAI}54400--4499144631009\Conslrvclion\Change Orders10011CO I doex www.strand.com Cost Proposal Request 6: FY 2020 Wastewater Treatment Plant Biosolids Modifications 1 City of Waterloo, Iowa STRAND City Contract No. 994 AS SO C I A T E S' June 3,2020 COST PROPOSAL NO.: 001 TO: Woodruff Construction LLC ISSUED BY: Sam Hocevar DISTRIBUTION Nathan Goetsch Woodruff Construction LLC Brian Bowman City of Waterloo Randy Wirtz Strand Associates,Inc.® Sam Hocevar Strand Associates,Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE SPECIFICATIONS Section 2612 19-Liquid Filled Transformers 001-01 CHANGE: Transformers PMT-1, 170PMT-A, and 170PMT-B shall be provided by MidAmerican Energy Company.MidAmerican Energy Company will install the transformers,terminate the primary and secondary feeders (feeders provided by Contractor) to the transformers, and install transformer ground grids.Contractor shall provide transformer concrete pads per MidAmerican Energy Company's electric service manual requirements. 001-01 CHANGE: The new secondary feeders to existing transformers 325PMT-A and 325PMT-B will be terminated by MidAmerican Energy Company(feeders provided by Contractor). 001-02 ADD a$5,000 cash allowance for all MidAmerican Energy Company labor and materials necessary to install transformers PMT-1, 170PMT-A, and 170PMT-B, and for terminating new secondary feeders to existing transformers 325PMT-A and 325PMT-B. The cash allowance shall be adjusted based on final costs. Contractor shall not use this allowance for providing the transformer concrete pads, for providing geosynthetic barrier secondary containment,or for any coordination labor with MidAmerican Energy Company. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 02-E5.01 001-03 REPLACE transformer containment pads with geosynthetic barrier secondary containment as specified in the attached specification section 26 22 20-Geosynthetic Barrier Secondary Containment System. Geosynthetic barrier secondary containment shall be installed to meet MidAmerican Energy Company's electric service manual requirements.The geosynthetic barrier secondary containment shall be installed within a trench a minimum of 2'-0"deep and 3'-0"wide on all four sides of the transformer and shall be filled with 3" screened river rock to final grade. ARC\S:\MAD\4400--0499\4463\009\Consteuction\Cost Proposal Requests\CPR 001_MediuraVoltageTransformers_2020-06-03.docx SECTION 26 22 20 GEOSYNTHETIC BARRIER SECONDARY CONTAINMENT SYSTEM PART 1—GENERAL 1.01 SUMMARY A. Work included: CONTRACTOR shall provide a prefabricated polyvinyl blanket barrier and accessory material including excavation of soil materials to form a secondary containment system around liquid-filled transformers. B. Related Sections and Divisions: Applicable provisions of Division 01 shall govern Work in this section. 1.02 REFERENCES A. IEEE Std 980-1994 R2001 (The Institute of Electrical and Electronics Engineers) Guide for Containment and Control of Oil Spills in Substations. B. Code of Federal Regulations (CFR) 40 CFR Protection of the Environment; PART 112—Oil Pollution Prevention. C. AASHTO No. 57 (American Association Of State Highway And Transportation Officials) 1 .03 QUALITY ASSURANCE A. Manufacturer: Firms regularly engaged in manufacturing polyvinyl blanket barrier systems with minimum three years of documented experience. B. Installer: Firms regularly engaged in installation of polyvinyl blanket barrier or similar systems with minimum three years of documented experience. 1 .04 SUBMITTALS A. Submit shop drawings and product data under the provisions of Section 01 33 00—Submittals. B. Shop drawings shall include plan drawing(s) showing physical layout of each containment system with dimensions and details. If required, include required permits and site restoration plans. C. Provide physical characteristics and engineering calculations where required and identify dimensional limitations. 1.05 DELIVERY, STORAGE, AND HANDLING A. Store and protect products under provisions of Section 01 60 00—Materials and Equipment. B. Handle polyvinyl blanket and all accessories in accordance with manufacturer's requirements. Section 26 22 20-1 4463.004/City Contract No.994(CPR No. 1) 1.06 WARRANTY A. Provide manufacturer warranty against failure of barrier material when installed properly including provision for replacement of failed units. Warranty shall be in effect for the service life of the installed product. B. Unless otherwise stated below, manufacturer shall warrant the equipment to be free from defects in material and workmanship for the entire warranty period from the earlier of either the date established for partial utilization or Substantial Completion of the project. PART 2—PRODUCTS 2.01 MANUFACTURER A. Polyvinyl blanket secondary containment systems shall be as manufactured by C.I.Agent° Solutions, or equal. 2.02 MATERIALS A. Geosynthetic barrier shall be designed to prevent flow of hydrocarbons from a site by becoming an impervious barrier in the event of an oil release and allow unrestricted water flow during normal rainfall or snow melt events. B. Barrier shall consist of three manufacturer assembled component parts: 1. Front section of the barrier shall be a basic geotextile fabric made from synthetic materials that is both hydrophobic and oleophilic with high wicking capability. 2. Middle section of the barrier shall be a layer of C.I.Agent°, a blend of cross-linking polymers which are non-toxic, nonhazardous and environmentally friendly; made to encapsulate oils into a cohesive rubber-like mass. 3. Barrier Back Section shall be Agent-X. Agent-X is two layers of a geotextile with C.I.Agent° polymers laminated between the layers. 2.03 PERFORMANCE A. Hydrocarbon flow rate through barrier: 0 gpm. B. Barrier shall be able to provide a minimum flow of 3 gpm of water per square foot of material with one foot of head pressure. C. Barrier shall be able to solidify approximately a half gallon of oil per square foot of barrier. D. UV resistance: 70%. E. Oxidation resistance: 80%. F. Barrier shall meet Spill Prevention Control and Countermeasures (SPCC) requirements in accordance with 40 CFR 112. Section 26 22 20-2 4463.004/City Contract No.994(CPR No. 1) 2.04 MATERIAL FOR COVER A. Provide material for cover of barrier. Gradation requirements shall be determined in accordance with AASHTO No. 57 and manufacturer's recommendations. 2.05 ACCESSORY MATERIALS A. Provide all accessories required to install secondary containment system in accordance with manufacturer's recommendations. PART 3—EXECUTION 3.01 INSTALLATION A. Avoid damage wherever excavation is being done. The width of such excavation shall not exceed the width actually necessary for the proper execution of the work. B. Install geosynthetic barrier in accordance with manufacturer's instructions and as shown on the Drawings. C. Overlap and splice barrier sections, as necessary, according to the shop drawings and the manufacturer's recommendations. D. Barrier shall not be cut or trimmed without the express approval of the manufacturer. E. Attach to grade to permit sufficient adjustment to accommodate construction tolerances and other irregularities allowing expeditious progress of the work. F. Where barrier abuts a concrete equipment pad, provide a polyvinyl liner compressed to the face of the concrete using continuous 1/8-inch by 1-inch type 304 stainless steel strips anchored to concrete pad with stainless steel hardware as recommended by the manufacturer. END OF SECTION Section 26 22 20-3 4463.004/City Contract No.994(CPR No. 1) WOODRUFF CONSTRUCTION 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319)233-3349 Fax:(319)233-3369 August 17, 2020 RE: Waterloo F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications SUBJ: Cost Proposal: 001 Pricing—REV3 To whom it may concern, The following is our pricing per Cost Proposal 001 (Transformer Modifications) Cost Breakdown Schammel Electric (quote enclosed) _ ($85,066.00) A II,..... nce _ $�,.,.,., ..., E wAi. Aiiov.unve not needed rnvvvaii�c — Our total price to perform the changed work is a CREDIT of$80,066.00 Sincerely, WOODRUFF CONSTRUCTION, LLC SAI: Total price to be Nate Goetsch, Project Manager $85,066.00 NS MEN SCHAMMEL ELECTRIC, INC. DATE:08/17/2020 TIME:10:37:16 AM PAGE:1 SCHAMIAEL ELECTRIC,INC.--BID SUMMARY DATE: 08/17/2020 PR NO. 001 R4 JOB: WATERLOO WWTP BIOSOLIDS MODIFICATIONS CREDIT TRANS--ORMERS BY M DAMERICA MATERIAL: MATERIAL EXT: LABOR LABOR SIZE MATL DESCRIPTION QUANTITY PRICE UNIT AMOUNT HOURS PER TOTAL ABB 1000 A XFMR(13.8KV TO 480V) (2) 37,600.00 1 (75,200.00 4.00 1 (8.00 ABB 1500 A XFMR(13.8KV TO 480V) (1) 46,950.00 1 (46,950.00 4.00 1 (4.00 ABB 1000 A XFMR(13.8KV TO 480V)10%CANCEL C 2 3,760.24 1 7,520.48 1.00 11 2.00 ABB 1500 KVA XFMR(13.8KV TO 480V)10%CANCEL C 1 4,694.24 1 4,694.24 1.00 1 1.00 MIDAME EXC ATE 18"X 24"DEEP FOR CONTAINMENT M 120 0.50 1 60.00 20.00 100 24.00 02-E5.01 SPECIFIED TRANSFORMER PAD/STRUCTURE (3) 3,000.00 1 (9,000.00) 1.00 1 (3.00 MIDAME TRAIN 3FORMER PAD PER SERVICE MANUAL DRA 3 2,000.00 1 6,000.00 1.00 1 3.00 INSTALL CONIAINMENT FABRIC FOR EQUIPMENT PAD 3 SEE QUOTE 1 23,056.05 8.00 1 24.00 MISC COST:COORDINATION/DOCUMENTATION/ 1 0.00 1 0.00 1.00 1 1.00 DAY MINI EXCAVATOR RENTAL 31 359.00 1 1,077.00 0.00 1 0.00 HOURS CRANE TO SET TRANSFORMERS (4) 150.00 1 (600.00) 1.00 1 (4.00 -------------------------- -------------- SUBTOTALS MATERIAL (89,342) HOURS 36.0 0 PERCENT SALES TAX 0 ------------------------- MATERIAL TOTAL (89,342 36.0 HOURS LABOR @ REG HOURLY RATE: ------$-1-07.98 PER HOUR 3,887 OH&P ON SELF PERFORMED LABOR 10 %OF GROSS 389 ------------------------- LABOR TOTAL 4,276 MATERIAL TOTAL(FROM ABOVE) (89,342 ------------------------- GRAND TOTAL PRICE (85,066 ------------ -- ------------ -- Cost Proposal Request F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications Project = City of Waterloo,Iowa STRAND Contract No. 1021 Assoc IAT ES' July 23, 2020 COST PROPOSAL NO.: 002 TO: Woodruff Construction LLC ISSUED BY: Sam Hocevar DISTRIBUTION Nathan Goetsch Woodruff Construction LLC Brian Bowman City of Waterloo Robert Fortune Strand Associates,Inc. Randy Wirtz Strand Associates, Inc. Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 48(175-ASM3.01) 002-01 Add#4@24"hooked dowels at top of wall as shown on the attached markup to Sheet 48. Alternative every other space with current bars. 002-02 Revise horizontal bar spacing in wall as noted on the attached markup to Sheet 48. Provide #7@6" from the top of wall to 5'-0"from the top of wall. Provide#7@8"starting 5'-0"from the top of wall to 9'-0"from the top of wall. Provide#7@12"starting 9'-0"from the top of wall to the base slab. 002-03 Provide 90-degree ductile iron bend up at existing wall pipes (elevation 821.12+/-). Provide 4-inch floor-style PRV mounted at the top of a painted ductile iron riser. Riser shall be flanged DI for connection to 90 bend and plain end at the connection to the PRV. Top of PRV should be set an elevation of 826.00.Provide pipe support between wall and PRV at PRV elevation.Provide pricing and associated costs to reflect 15 PRV installations (one existing wall pipe will be in conflict with new wall). 002-04 Provide a credit for the return of the 13 PRVs originally specified. Initials\S:\MAD\4400-4499\4463\009\Conshvction\Cost Proposal Requests\CPR 002\COST PROPOSAL NO 002 REV1.docx WOODRUFF CONSTRUCTION 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319)233-3349 Fax:(319)233-3369 July 24, 2020 RE: Waterloo F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications SUBJ: Cost Proposal: 002 Pricing REV1 To whom it may concern, The following is our pricing per Cost Proposal 002 (WAS Storage Tank Modifications) dated 7/23/20. Cost Breakdown Woodruff On-site Supervision (4 hr) = $480.00 Additional Reinforcing: Harris Rebar (quote enclosed) = $3,314.00 Woodruff—Install Additional Dowels (28 ea) = $616.00 Equipment Operator(4 hr) = $520.00 Crane Rental (2 hr) = $300.00 Forklift Rental (2 hr) = $200.00 Process Piping: Woodruff- Process Piping Install =$13,850.00 Scissor Lift Rental (1 wk) = $300.00 Utility Equipment Company(quote enclosed) = $8,529.00 Pipe Supports Material (16 x$250/ea) = $3,750.00 Dvorak Painting(quote enclosed) = $5,049.00 Subtotal =$36,908.00 Mark-up = $5,536.00 Insurance = $382.00 Bond = $806.00 Our total price to perform the changed work is an ADD of$43,632.00 Qualifications Pricing is based on installing the PRV's that were previously intended to be installed in the concrete floor of the tank. It is assumed that the outside diameter of the pipe will properly receive into the PRV. Sincerely, WOODRUFF CONSTRUCTION, LLC Nate Goetsch, Project Manager I Ambassador Steel Fabrication LLC Change Order No.: !&) anwebar CHANGE ORDER CO-0004 NnbassauorSteel Bid Item No.: Job No.: Job Description: Original C/O Date: Revised C/O Date: 002 00520037 FP-WWT Plant-Waterloo 07/10/20 Sell To: W10742 Woodruff Construction Company 1890 Kountry Lane Fort Dodge, IA 50501 USA Change Order Description: ADD-REINFORCING FOR CPR 002 Description Type Quantity Line Amount ADD-REINFORCING FOR CPR 002 Add 1 LS 3,313.65 Comments CHANGE DESCRIPTION:Add-CPR 002 Reinforcing AUTHORIZED BY:Nate Goetsch w/Woodruff Construction CONTRACTOR CONTACT INFO:nateg@woodruff.build HARRIS RELEASE# 0025XB OTHER :CPR 002 HARRIS DRAWINGS AFFECTED: RW01.00 & RW01.01 RE-DETAILING HOURS:4 hours ADDITIONAL FREIGHT: 1 ADDED WEIGHT BLACK BAR:3,538 REMARKS: Per CPR 002 emailed by Nate Goetsch w/Woodruff Construction to Tim Schnieders w/Harris Rebar(7/2/20), revisions to the WAS Storage Tank center wall were made.Top 5'of horizontal spacing at 6", next 4'of horizontals at 8",and additional#4 dowels each face at 24"are added. Total: 3,313.65 Addition To Contract Ambassador Steel Fabrication LLC 1401 N. 15th Ave. E., Newton, IA 50208, USA T.641-792-7142 F.641-792-2820 Customer Copy 74 I tifity Equipment Company Dare of Quote- _o 4473 Texas Street Contractor/City: q 4rWaterloo, Iowa 50702 Project: (319) 296-2335/(800) 772-1738 Fax: (319) 296-2110 fill]it QTY UIIIIT DESCRIPTION UNIT TRICE EXTEND --- — - � - -- - -- -� �/ - 2045.55 - 5700.00 y N/A 783.30 8528.85 Prices c7uoted herein are firm for orders placed in 15 days and shipped within 30 days,except as speclflcaNy ITIE11 ioried hcrelll. Pricing Is subject to manufacturer's terms of escalation and stock availability. Manufacturing or sales taxes are not Included. All orders are sub}ect to aur acceptance. our quotations are a service not a guaranteed bill material, Quantities,sizes or speciricallons are not guaranteed and should he carefully checked. Terms are net 30 days. Any nan-stock lterri(s)will Incur passli)le frelght ciiarges. Any returns will knCur a minimum 10%restock tee, Any special order material returned will be subjeCt to vendor restock fee, Delivery charges may apply. Dvorak Painting Nate Goetsch From: Roger Dvorak <dvorak.roger@gmail.com> Sent: Tuesday, July 14, 2020 5:11 PM To: Nate Goetsch Subject: Re:Waterloo Biosolids: CPR 002 Nate you are correct. I must have had my mind on going to our Granddaughters wedding. The rizers are 5ft tall which would be a deduct of 22 hours @ $72.00 per man hour equaling$1584.00 off our quote of $6970.00. Leaving an add for CPR002 of i5 in lieu 16 $5,049.38 On Tue,Jul 14, 2020 at 2:41 PM Nate Goetsch <nateg@woodruff.build>wrote: Roger, I believe the risers are about 5' each.You have them at 18'. Can you relook and let me know? Nate Goetsch I Project Manager Woodruff Construction, LLC (319)233-3349 x101 bV00-] UFr 1.7N9TRLICTIM7 XXIWF www.woodruff.build This email,including all attachments,is confidential information and belongs to the sender and/or the senders company.This information may be legally privileged.If you are not the intended recipient,you are hereby notified that any distribution,disclosure,copying,or taking of any action regarding the contents of this electronically transmitted information is strictly prohibited.If you are not the intended recipient,please reply to the sender if you have received this message in error,and then please delete.Thank you.-Woodruff Construction From: Roger Dvorak<dvorak.roger@gmail.com> Sent: Monday,July 6, 2020 9:47 AM To: Nate Goetsch <nateg@woodruff.build> Subject: Re: Waterloo Biosolids: CPR 002 Waterloo, Iowa Bio Solids i 6: 1=1 STRAND AS SOCIATE So Work Change Directive Directive No.: 001 Contract No.: City Contract No. 994 Owner: City of Waterloo, IA By: Sam Hocevar Contractor: Woodruff Construction Date: July 28, 2020 Description of Work Cost Cost Deduction Addition a. Remove floor Pressure Relief Valves (PRV) and extension pipes from base slab installation. b. Provide Adeka Ultraseal MC-201OMN around all removed PRVs in existing base slab and at intersection of existing wall and existing base slab. c. Provide additional 65-#8@12" O.C. x 34'-0" long top bars, perpendicular to and centered on tank, alternate w/#7@12" top mat, 7'-0" off face of divider wall. Required on each side of divider wall. Provide adhesive anchor dowels as shown on marked up sheet 47 (attached). d. Provide 2-rows of#4 standees @48" O.C. between top mat of reinforcing and single mat of#5@12" O.C. E.W. 2" clear from thickened slab projecting 6'-0"from tank divider wall. Required on each side of divider wall. Provide thickened base slab. Refer to marked up Sheets 47 and 48 (attached). Total $73,649.10 Remarks: See attached documentation reviewed and recommended by Consultant, Change in Contract Price by: ❑ Supplemental Unit Price ❑ Unit Price ® Lump Sum Requested by: Strand Associates, Inc. 7/28/2020 Date Recommended by: 7/28/20 Sam Hocevar, Strand Associates, Inc.° (Consultant) Date Accepted by: / 7/29/20 Nate Goetsch, Woodruff Construction (Contractor) Date Approved by: Brian Bowman, City of Waterloo, IA (owner) Date --THIS FORM IS NOTA SUBSTITUTE FOR A PROPERLY PREPARED AND EXECUTED CHANGE ORDER-- Initials\S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\2020.06.29 WCD-001.docx NOTE 4'J V �`� rr !f 1. STOP KEYWAYS AND WATERSTOPS IN VERTICAL JOINTS 6" BELOW EXPOSED TOP OF WALL. 2. WATERSTOP TO ELONGATE 1"WITHOUT STRESSING RIBS OR CONCRETE. DO NOT RUN REINF. THRU JOINT. [� ✓/L7 1 a )� T y1 3. t = 3/8" MIN. 4. W=5 1/2" Lo� 4)rC-r. I .•ftp iv - 9" WATERSTOP \ _ it 12- WAS PROVIDE TEMP. 2x2 Iii N �J WOOD BLOCK. REMOVE F �� �{, � ,>?n � �0 (TLP.OF 2) +�//6-WAS /"':r , ' /"'"/ BEFORE CAULKING D _ EL $18 12# � EL 9�4_ :.•` I ;f�h`� 9 — -- - CAULK ALL EXPOSED EXPANSION t SIDES OF JOINTS PVC - 1 1/2- HALF ROUND WATERSTOP $ACNER ROD EXPANSION JOINT OR EJ, 1/2" CORK EXP. FILLER w� ,�•}k AS INDICATED ON PLANS z i� 10 `� W( RPANSION JOINT 4'x5' SCALE u1 (TYP. 2] o 0 0 WAS r� 4 KIP) Y`O. 20EL 8 A � l 6 STORAGE 1 + $9D ro Al✓hoveG� f TANK W � IO N0. t A �' I wuslorr 20- A ���iG [.�' 1 �•' ._.:`� I}. �! CL EL 836.20 11 U11G�P�S f� = NUM O l4epop►'r y :1- y (-P. 1 L7NC TYP.] UUUU---���� OF A$) ■ AtLJ iY Cf LA 41 1 1 q� /V µ�. +• GENERAL NOTES: � 1. SEE DRAWING 990-ASM6.02 FOR STRUCTURAL O GENERAL NOTES. Q KEY N07E5: N 0 LEAVE ONE PENETRATION OPEN AND COVER Z U) It . v �■'L WITH FILTER FABRIC. m O � a ` 2O FILL SCUM PIT WITH CRUSHED STONE AND F } 3 G PROVIDE 8"CONCRETE SLAB Wg4G8" _ Ot O Z `I� CENTERED EACH WAY, DOWEL SLAB TO 'Z F V 9 8" WAS ■Yl EXISTING WALLS W/04912�x10"LONG Q O �I �''� ADHESIVE ANCHOR DOWELS EMBED 4:. SLOPE } J EL 831.00 `�. WAS ( C) // ',/lny�-� NEW SLAB AT 1/4"PER FT. FOR D"KACE. CL W _ STORAGE "` 1 J IO f O} F 0 t r TANK � a3 ROUGHEN EXISTING SURFACE TO 1/4' Q F Q V 9 6" WAS \ NO. 2 AMPLITUDE AND PROVIDE#606"ADHESIVE (n W F 3 } CL EL 9.50 ANCHOR DOWELS EMBEDDED 6 3/4', H Z t1 F ,, - CONTRACTOR SHALL LOCATE EXISTING EL 62&00 �. �.� r' •,/ RACDNAR RADAR OR GROUND SSURABLEOPENETRATING TECHNOLOGY ANDLOCATE 3 W REINFORCING, LSPROVID10 E HYOROPHIUC WATER ~ D f f • -� �• -� STOP AT JOINT WITH EXISTING. PROVIDE 13j1 16®t2"VERTICAL BARS EACH FACE(TYP-AT T" 6 BOTH ENDS OF NEW WALL), 8 B` WAS t !, � QQ (E EL 831.00 Q �kl� IVB��+� a4 PROVIDE EXPANSION JOINT IN WALL. 3 m T �' t PROVIDE HORIZONTAL EXPANSION JOINT IN N ] ! ! WALKWAY WIN T/2-EXPANSION MATERIAL AND N / CAULK ALL AROUND, AT SAME LOCATION AS •� `� 1� p f• ,1��� r/C X1146� _S WALL EJ (TYP. AT BOTH ENDS OF NEW WALLJ. 7 A 1 >; 12 LADDER STEPS ©. BF AERATION SYSTEM f� SEE SPECIFICATION CSECTION OAM B 45051 2LE 1'FU5ER5. ACCESS DOOR •g WAS 2 i O6 SLOPE 1/6 INCH PER FOOT TO SUMP_ 175-100A �, l b. 9 8" WAS 629.50 - --— - - O7 2'x2'x8'SUMP WITH ALUMINUM GRATING- (i EL 831.00 - �' -- __-- O8 PROVIDE SINGLE MECHANICAL SEAL JOB NO. �' O9 PROVIDE DOUBLE MECHANICAL SEAL_ 446CT �p 3.004 6" WAS `1 F r -_. PROJECT MGR. � (� EL 829.5008 �? 7 - RANDALL A.WIRTZ 10 PRDInDE 316 55 EXTENSION STEM AND SUPPORTS. PROVIDE FLOOR BOX AND WAS 0 V 4' a' i s• N OPERATING NUT. •� VALVE nu 11 WAS VALVE VAULT SHALL BE A PRECAST VAULT 11 STRUCTURE PER SPECIFICATIONS. SEE . CENERAL NOTES DRAWING 176-ASItE1,01. AT CONTRACTORS OPTION, FROVIOE CAST IN PLACE STRUCTURE, DESIGN BY CONTRACTOR. 12 FLOOR DOOR BY STRUCTURE AND R-SHPLL BE PROVIDED STRAND 13 INFILL WITH NEW RAILING WHERE WALKWAY IS ASSOCIATES* REMOVED. 47 175-ASM1.01 k: SC 4�Do--��99 4i¢S 600 pv�i�GD nnga 575—RSF11. I.Ynq i.mnNpr i0.Z — '1 Wn FLOAT ELEVATIONS FLOAT JUNCTION FLOAT DESCRIPTION VALUE A HIGH WATER ALARM LSH-10-7-1 837.12 ALUMINUM BOX (nP RAILING WITH TOE EL 840.18 B LOW WATER ALARM LSL-10-7-1 822.25• • [B_AA�RD (,Trp.)��! AT CENTER C HIGH WATER ALARM LSH-10-7-2 837.12 D LOW WATER ALARM LSL-10-7-2 822.25' 'l EL 640.12 -CONFIRM WITH AERATION #6012" AT EDGE OF EQUIPMENT MANUFACTURER 2 2X WALKWAY _ R Ilk OWL 837.12 io X4012" ,{1 { ;<J��•/P'� 1 I' $1012' �- �'�X.(/` r'�� }'l vl)��.L•d/�!' C r 3/8" 316 STAINLESS STEEL SEI_ DETAIL FOR HA C OOKS ANCHORED TO BOTTOM 7H EQUIPMENT I+ IN THISF WALKWAY (rr�,} IN THIS AREA i.7�Gu�''z �GJ S. 1� S r✓L �.�•I e���. _ 3 STAINLESS STEEL WIRE MESH 1 I hiL• .'I.L 7.4 v ��'[�,/�/� �r✓�!?{�!� S'�I p-{�1'P:-OF..FLOAT-CM5 B8112" ' J/SGC=/✓l ✓/L c7c" �S��J• v FLOAT CABLE 0:(nP. of s) r/JStG/ .Pre.4- REMOVABLE sW o FLOAT SUPPORT 6 f 9-0:4 4 f � (SS CABLE AND PVC lY f!� 1/J //lt� COATED WEIGHT) (nP.) •'�- �� QWE (I f�r NEW CONCRETE (7®12" LS B D 07012" BASE SLABGx-!r 1'- AT EL o_ - 8Of- #5012' CENTER I '� X5012 i 7012" L 818-12"TOP OF GRO'J- + _ L #5012" n IL Z LAP Z ►.. �` S EZ 810 .t�'1_ � j � � �.Ji+ rN 11 / �/y L2 �' � . FILL WITH �� �u lll� a U/ 0 4000 PSI / .� C CONCRETE FILL SECTION a 0 O < m 0 1' a17 a If f ( JI W = 1 O Z Aftl ^ 00_ da u Uf`�J t- 0 Z IL j 1✓[] l me 0 V F 0 yL Z Ill. W S .�'I' C7�✓ H H 8 CF_7 ; di � � m u ALUMINUM HAONDRAIL-0 � F � - _u-T-_� � - � Q (TYP. BOTH SIDES) - - - - - -— k 3 Lou: CONCRETE SEL 837.12 SIDEWALK EL 840.18 3 tt 20" SSA EL 839.12 _ _ _ EL 838.25 1 .lam 3 - HWL 837.12 TION � Lyy ' ' Q WAS 5-0. EQUIPMENT O VALVE 4 d' 0" EXPANSION PROVIDED BYMANUFACTURER STEM WITH ca ^ rqr S /� 0 VAULT /� JOINT IN 3 EXTENSION ! y G` y /'�/ 7 / O 8'WAS 5 !l J(nP.) NEW WALL NOT ALL SUPPORT(TYP.) � �� / t� EL 831.00 / PIPING SHOWN N /� f_ C. � 10" BUTTERFLY ) U.6c+ 6� 6' WAS - VALVE GENERAL NOTES: EL 829.50 L: 10" SS A DROP _ 1. SEE DRAWING 175-ASM1.01 FOR GENERAL NOTES. 12" WAS LEG (nP) rL EL 819 45 SS PIPE KEY NOTES: EL VARIES SUPPORT(TYPJOB NO. 4'-•O"LONG HORIZONTAL LEGS. SEE SECTION 175-ASM3.01 O2 ROU+;HENED CONSTRUCTIONJOINT W/HYDROPHILIC 4463.004 PROJECT MGR. �4Q12"K 2'�6"ADHESIVE FOR REINFORCING WATERSTOP. PRECAST ANCHOR DOWELS EMBED O PROVIDE HAND WHEEL OPEAATOR, STEM, AND RANUALL A.WIRTZ 12" CRUSHED 6' CENTER A EXISTING VALVE VAULT p n�,I 1 CA h ! GUIDE. RANO WHEEL SHALL BE MINIMUM 5" STONE MAT OVER A� AERATION EQUIPM�T dETAIL WAIL (nP. ALL AROUND) - - ABOVE RAIUNG. GEOTEXPLE FABRIC SECTIC3N�l ,��3.L,1 k0 SCALE LI.O O4 PROVIDE 4 FOOT WIDE OVERFLOW BETWEEN TANKS ❑ WITH BOTTOM ELEVATION AT HWL. OS PROVIDE 316 EXTENSION STEM, 316 SS SECT! SUPPORTS. FLOOR 0Q%, AND OPERATING NUT STRAND n -Alla p1 ( ) O6 PROVIDE SUVGLE MECHANICAL SEAL. ASSOCIATES SHEET 48 175-ASM3.01 i. S wa 4<00--a.as ia43 awa 1><o"inpe CA[ mmxga 117- S.Ol,awq TIm Mor 20,2OZO- 9:1 WOODRUFF CONSTRUCTION 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319)233-3349 Fax:(319)233-3369 July 21, 2020 RE: Waterloo F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications SUBJ: Work Change Directive: 001 Pricing To whom it may concern, The following is our pricing per Work Change Directive 001 (WAS Storage Tank Modifications) dated 6/17/20. SUMMARY COST BREAKDOWN Woodruff Labor: On-site Supervision (6hrs x$130/hr) _ $780.00 Superintendent Intern (8.5hrs x$90/hr) _ $765.00 Laborer (172.5 hrs x$80/hr) _$13,800.00 Concrete Finisher(26 hrs x$100/hr) _ $2,600.00 Carpenter(4 hrs x$90/hr) _ $360.00 Operator(13 hrs x$130/hr) _ $1,690.00 Subtotal =$19,995.00 Material: Adhesive HIT HY 200 (78 tubes x$40.04) _ $3,123.12 Adeko MC-2010M (3 boxes x$353.29) _ $1,059.87 Adeka P210 (24 tubes x$580.00) _ $580.00 Manatts (Invoice Enclosed) _ $8,233.50 Subtotal =$12,996.49 Equipment: Misc Large Tools (generators, compressors, epoxy guns, laser, large drill bits, hammer drills, cutoff saw,fuel, etc) _ $1,000.00 Formwork Materials = $1,000.00 Sun Concrete Pumping (Invoice Enclosed) _ $2,333.75 United Rentals—Pump (Invoice Enclosed) _ $3,195.14 Diesel Fuel (40 gal x$2) _ $80.00 Crane Rental (8.5 hr x$150) _ $1,275.00 Forklift Rental (2 hrs x$100) _ $200.00 Subtotal = $9,083.89 Subcontractors: Harris Rebar (Invoice Enclosed) =$19,974.96 Chosen Valley Testing(Invoice Enclosed) _ $248.00 Subtotal =$20,222.96 Subtotal =$62,298.34 Mark-up = $9,344.75 Insurance = $644.79 Bond = $1,361.22 Our total price to perform the changed work is an ADD of$73,649.10. Sincerely, WOODRUFF CONSTRUCTION, LLC Nate Goetsch, Project Manager Woodruff Labor-WCD#001 Date: Supt Intern Supt Laborer Concrete Finisher Carpenter Operator 6/17/2020 1.5 2.5 6/18/2020 4 4 4 6/23/2020 1.5 2 43 1.5 6/24/2020 18.5 6/25/2020 43 2 6/30/2020 4 1 7/6/2020 8 7/8/2020 34 1.5 7/9/2020 2.5 7/13/2020 1 7/14/2020 3 17 26 7/21/2020 4 0.5 61 8.51 172.51 261 41 13 Scope in Blue Font are Corrections RPR records from 2020.06.17: 1--WC PM, 1-hr. 1--WC Superintendent 1.5-hrs. review slab changes. 1--WC Intern 1.5-hr. review slab changes 1-hr.move#9 bar and standee bundles from Str-350 stockpile to Str-175 (w/JLG). RPR records from 2020.06.18: 8-Harris ironworkers for 4.5-hours, Reference Harris Invoice for actual Tie wire 1--WC operator 3-hr Removal of PRV's 1.5-hr Tadano (lowered reinforcing into tank) Intern - 1 hr 0.5-hr. JLG Skytrack operator - 1 hr 1--WC intern 3-Hr. Crane - 0.5 hr Rotary laser used for standee grade 2--WC carpenters 2-hrs raise boxout for increased slab height at wall 2x material Plywood Saw nails RPR records from 2020.06.22 No work RPR records for 2020.06.23 1--WC superintendent 1.5-hr. Coordinate and direct dowel sizing and spacing. 3--WC Iaborers'ZK-hrs.D'a 9 - 1730 drill for slab dowels. 10 hrs 0700-1730 30 hrs 4--1" drill bits. 2--generators and gas 3--hammer drills 2--WC laborers 4-.�E-hrs. 0_830-1400 cutting dowels 6.5 hrs 0700-1400 13 hrs #7 bars from Str-350 Chop saw and 2-cycle gas 4--saw blades 1--WC Intern 2-hrs 1330- 1730 cleaning drill holes 2 hrs? 1--Air compressor 2--1-1/4" brushes 1--WC operator 1.5-hr. JLG 1/2-hr. #7 bundle from Str-350 to Str-175, Tadano 1-hr lower/remove materials into/out of Str-175 RPR records for 2020.06.24 Water over reinforcing level and rain began at 1430. Contractor unable to work 4 @ 4 hrs = 16 hrs 1 @ 2.5 hrs = 2.5 hrs Total 18.5 hrs S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\WCD-001 T&M tracking.dou RPR records for 2020.06.25 O--WC superintendent 0.0-hr. 4--WC laborers 10.0-hrs. 0700— 1730 drill for slab dowels. 4--1" drill bits. 2--generators and gas 3--hammer drills 1--WC laborers 3.0-hrs. 0900-1200 1--Air compressor 2--1-1/4" brushes 1 rotary laser 1--epoxy gun ---epoxy cartridges 1--WC operator 2.0-hr. Tadano 2-hr lower/remove materials into/out of Str-175 RPR records for 2020.06.26 No work. Rain day. Water level in tank near wall PRV level. Contractor not running trailer-mounted pump. RPR records for 2020.06.30 O--WC superintendent 0.0-hr. 2--WC laborers 1.5-hrs. 0700—0830 tying dowels to top mat and resume dowel installations 2--WC laborers 0.5-hrs. 0800-0830 1--Air compressor 1-1-1/4" brushes 1--epoxy gun ---epoxy cartridges 1--WC operator 1.0-hr. Tadano 1-hr lower/remove materials into/out of Str-175 RPR records for 2020.07.06 O--WC superintendent 0.0-hr. 2--WC laborers 4-hrs. 0700— 1100 PRV cored opening water stop installations _—Adeka° P201 cartridges 1-59-LF of Adeka° MC-2010 224 if RPR records for 2020.07.08 4--WC laborers 7-hrs. 0600— 1330 Set thickened slab edge forms 1--WC laborers 6-hrs. 0700— 1330 Set thickened slab edge forms 210-LF of 2x12 and 2x4, nails, chamfer 1--WC operator 1.5-hr. Tadano 1-hr lower/remove materials into/out of Str-175 RPR records for 2020.07.09 1--WC operator 2.5-hr. Tadano 1-hr lower/remove materials into/out of Str-175 JLG Skytrack 1-hr to move bars from Str-350 to Str-175. 4--Harris Ironworkers Reference Harris Invoice for actual 1--Harris Ironworker Foreman 3.5-hours 0600—0930 to stage, set, and tie thickened slab reinforcing +4.0-hours travel time. S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\WCD-001 T&M tracking.dou RPR records for 2020.07.13 1--WC laborer 1.0-hr. Run bead of Adeka° P-201 from EJ to EJ on top of slab. RPR records for 2020.07.14 1--WC Superintendent 3.0-hours 1--WC Laborer 3.0-hours 3--WC laborers 4.0-hours 4--WC finishers 6.5-hours Tadano 0-hr lower/remove JLG Skytrack 0-hr 1--Sun Valley Pumping operator - - 5:30 to LOAM, plus travel 1-58-meter concrete pump Reference Sun Pumping Invoice for actual 4 WC 0.5 hrs/each for wet cure/burlap 2 hrs 7/xx/20 - Strip Forms & Misc Clean-up 2 laborers 2 hrs = 4 mh 0.5 mh operator 0.5 hr crane S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\WCD-001 T&M tracking.dou Page 1 of 1 INVOICE INVOICE NUMBER 14026693 -00 0AMSTA"ONSUPPLYO PCONPAW PHONE: (319) 236-5074 INVOICE DATE Stetson Building Products, LLC FAX: (319) 236-0011 320 W 18TH ST TOLL FREE: (800) 383-2959 06/22/20 WATERLOO, lA 50702-1308 PO NUMBER 20-023 BILL TO: SHIP TO: WOODRUFF CONSTRUCTION , LLC WOODRUFF CONSTRUCTION, LLC 1890 KOUNTRY LN 1890 KOUNTRY LN FORT DODGE, IA 50501-8722 FORT DODGE, IA 50501 -8722 CUSTOMERNO ORDER NO SHIP VIA DUE DATE TERMS 416951 14028893-00 CUST PICK UP 07 /22 /20 NET 30 DAYS ORDER DATE SHIP DATE ORDER BY TAKEN BY JOB # JOB NAME 06/19 /20 06/22 /20 Ben mlan ORDER I 5HIPD BKORD UNIT ITEM # / DESCRIPTION PRICE NET Txbl CITY QTY CITY I I PRICE 100 79 21 EA 1103983 $ 40 . 0400 $31163 . 16 T 3496470 HIT HY 200A 11 . 1 OZ ACCELERATED 25/CS 2 2 0 EA 1000720 $77 . 3000 $154 . 60 T 421980 HAb=R DRILL BIT 1-18 TE-CX SDS PLUS 2206736 4 4 0 EA 105257000 $1 . 4400 $5 . 76 T PB4 4 " NATURAL WHITE BRISTLE PAINT BRUSH 12EX Qty Shipped Total 85 Total $3 , 323 . 52 IA STATE TAX $199 . 42 BLACK HAWK $33 . 24 Invoice Total $3 , 556 . 18 OIUCTNsIPPYGROPO NRIUU (CSG) WELLS FARGO ROUTING: 121000248 ACCOUNT: 4310172754 REMIT DETAIL TO: ar@teamcsg.com 1 .5% per month interest charged on all overdue accounts . U.S. FUNDS A 20% RESTOCKING FEE APPLIES ON ALL RETURNS REMIT TO NO RETURNS ACCEPTED AFTER 30 DAYS OF INVOICE DATE Stetson Building Products LLC PO Box 856458 Minneapolis, MN 55485-6458 Page 1 of 1 INVOICE INVOICE NUMBER - 13949632 -00 ® AC01151AUMM 5UPAYGACIUPWMPA4Y PHONE: (319) 236-5074 INVOICE DATE Stetson Building Products, LLC FAX: (319) 236-0011 320 W 16TH ST TOLL FREE: (800) 383-2959 05/15/20 WATERLOO, IA 50702-1308 PO NUMBER SX416951 1 BILL TO: SHIP TO: WOODRUFF CONSTRUCTION, LLC WOODRUFF CONSTRUCTION, LLC 1890 KOUNTRY LN WATERLOO WWTP BIOSOLIDS FORT DODGE, IA 50501 -8722 WATERLOO, IA 50703 CUSTOMER NO ORDER NO SHIP VIA DUE DATE TERMS 416951 13949832- 00 DELIVER - ST 06/14 /20 NET 30 DAYS ORDER DATE SHIP DATE ORDER BY TAKEN BY JOB # JOB NAME 05/13/20 05/ 15/20 JLAR WLOOWWTa WATERLOO BIOSOLIDS ORDER I SHIPD BKORD UNIT ITEM # / DESCRIPTION PRICE NET Txbl QTY QTY QTY PRICE SOPJM2861- 0 ; 1 1 0 CASE 9384 -IOJLAR $353 . 2927 $353 . 29 T Adeka Ultraseal MC-2010M N ? ?x3/8? ( 82 LF) Qty Shipped Total 1 Total $353 . 29 IA STATE TAX $21 . 20 BLACK HAWK $3 . 53 Invoice Total $378 . 02 1 .5% per month interest charged on all overdue accounts. U.S. FUNDS A 20% RESTOCKING FEE APPLIES ON ALL RETURNS REMIT TO NO RETURNS ACCEPTED AFTER 30 DAYS OF INVOICE DATE Stetson Building Products LLC PO Box 856458 Minneapolis, MN 55485-6458 Page 1 of 1 INVOICE INVOICE NUMBER 1 ■ 14019975-00 ®ACOMIA CWNSWPLYGWPCOMPW PHONE: (319) 236-5074 INVOICE DATE Stetson Building Products, LLC FAX: (319) 236-0011 320 W 18TH ST TOLL FREE: (800) 383-2959 06/ 18 /20 WATERLOO, IA 50702-1308 PO NUMBER Waterloo BILL TO_ SHIP TO: WOODRUFF CONSTRUCTION, LLC WOODRUFF CONSTRUCTION, LLC 1890 KOUNTRY LN WATERLOO WWTP BIOSOLIDS FORT DODGE, IA 50501 -8722 WATERLOO, IA 50703 CUSTOMER NO ORDER NO SHIP VIA DUE DATE TERMS 416951 14019975- 00 BEST WAY1 07 /18/20 NET 30 DAYS ORDER DATE SHIP DATE ORDER BY TAKEN BY JOB It JOB NAME 06/16/20 - 06/18/20 jlev Wtooxaxe WATERLOO BIOSOLIDS ORDERI SHIPD JBKORDJ UNIT ITEM # / DESCRIPTION PRICE NET Txbl QTY QTY QTY PRICE 1 1 0 each 14019975-11-JLEV $ 580 . 0000 $580 . 00 ADEXA 201 MASTIC 24 TUBE 5 5 0 each 14019975-L2-JLEV $353 . 2900 $1 , 766 . 45 ADEKA ULTRA SEAL 3/4 " X MC- 2010-M Qty Shipped Total 6 Total - $2 , 346 . 45 Invoice Total $2 , 346 . 45 ACH PAYMENT INFORMATION CONSTRUCTION SUPPLY GROUP (CSG) WELLS FARGO ROUTING: 121000248 ACCOUNT: 4310172754 REMIT DETAIL TO: ar@teamcsg.com 1 .5% per month interest charged on all overdue accounts. U.S. FUNDS A 20% RESTOCKING FEE APPLIES ON ALL RETURNS REMITTO NO RETURNS ACCEPTED AFTER 30 DAYS OF INVOICE DATE Stetson Building Products LLC PO Box 856458 Minneapolis, MN 55485-6458 Remit to: INVOICE Customer No: 60751 I' - Manatl's, Inc. Date: 7116/20 P.O. Box 448 Invoice M 989727 ,(.: -% Des Moines, IA 50302.0448 Proj#: Waterloo WWT 2020 PO: 994 Delivered From : 449 ELK RUN CONCRETE PLANT Job #: 3353 Easton Ave Job Description: Invoice Total: 81233.50 WOODRUFF CONSTRUCTION 1890 KOUNTRY LN Discount: 330.00 FORT DODGE, IA 50501 Total if paid before 08/15/2020: 7,903.50 PLEASE RETURN TOP PORTION OF INVOICE WITH PAYMENT Delivery Address: 3353 Easton Ave Waterloo IA 50702 Sale Date Material Units UM Unit Price MatlTotal HaulRate HaulTotal Tax TaxCd Total .3005 4000 20ASH CLASS A•FA 7/14/20 44917637 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 1 ,192.50 7/14120 44917639 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 11192.50 7/14/20 44917640 10.00 CY 9225 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7/14110 44917642 10.00 CY 9225 E 922.50 27.00 270.00 0.00 IAEXP 17192.50 7/14110 44917644 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7/140 44917647 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7114120 44917650 6.00 CY 92,25 E 553.50 27.00 162.00 0.00 IAEXP 715.50 Total : 66.00 CY fi,088.50 11782.00 0.00 7,870.50 .3148 MID RANGE 7114/20 44917637 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7114/20 44917639 10.00 CY 5,50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7/14120 44917640 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7114/20 44917642 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7/14/20 44917644 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7/14/20 44917647 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7/14/10 44917650 6.00 CY 5.50 E 33.00 0.00 0.00 0.00 IAEXP 33.00 Total : 66.00 CY 363.00 0.00 0.00 363.00 Total Invoice: 6,451.50 1,782.00 0.00 83233.50 WOODRUFF CONSTRUCTION Inv Date: 7/16/20 Cust #: 60751 Inv #: 989727 1 pay terms AR NET 30 DAYS 330.00 discount offered if paid before 8/15/20 Total : 8,233.50 Any disputes with this invoice must be made in writing and addressed to us within ten (10) days of receipt of this invoice or you will be deemed to have waived any objection to the amounts due under the terms of this invoice. A Service Charge of 1 .5% per month (APR of 18%) will be charged on all past due accounts. All returned checks are subject to $25.00 NSF fee. Manatt's, Inc. P.O. Box 535 Brooklyn, Iowa 52211 .0535 641 .522-9206 www.manatts.com Sun Concrete Pumping 2101 SE 44th Court Invoice Grimes, IA 50111 P : (515) 254- 1100 F : (515) 986-9109 DATE - NUMBER 7/14/2020 l 34701 Job Name : Waste Water Job Number: Building/Lot 4: P.O. : Job Date : 7/14/2020 TO : Woodruff Construction Size Requested : 58 1890 Kountry Lane Unit Sent : 0037 Fort Dodge, IA 50501 Poured Amount : 55. 00 Job Type: Unspecified Job Type Term : Net 30 Jobsite : 3505 Easton Ave. , Waterloo, IA ITEM DESCRIPTION QUANTITY RATE ITEM TOTAL Equipment: Hourly Charge 4.50 $305 . 00 $ 1 ,372.50 Equipment: Job Volume Charge 55. 00 $4. 75 $261 .25 Equipment : Travel Charge 2.00 $305 . 00 $610.00 Oversize/Overweight Permit 1 .00 $70. 00 $70.00 Slick Pak Primer 1 .00 $20. 00 $20.00 Subtotal : $2,333.75 GRAND TOTAL : �® $23333 .75 An additional 3.84% will be added to invoice total for credit card payments only. All past due amounts will be charged 18% APR. 2101 SE 441h Court : Grimes, IA 50111 : P: (515) 254-1100 F: (515) 986-9109 ® United Renta/so 4 WEEK BILLING PUMP SOLUTIONS INVOICE '` BRANCH I46 W 24055 RIVSR9IDR #' 181529036- 2 , 24055 If H IL 6041410-9209 - 815-403-2007 Customer # 1069095 - Invoice Date 06/19/ 20 0) WASTE WATER TREATMENT Date Out : 05/06/20 09 : 00 AM 41 Billed Through : 07/01/20 00t00 'ti 3505 EASTON AVE UR Job Loc 3505 EASTON AVE , WAT N WATERLOO IA 50702 - 2000 customer Job IDs 6 A P . O . # t 20 - 023 h Officiate 515 - 232 - 4535 Cell : 319 - 230 - 6960 Ordered By : BEN SPILDE Reserved By t MATTHEW SCHULTZ Salesperson t MATTHEW SCHULTZ 5.7 ,20597 ME 0.038 85174S27.p01 5841791.1 0 i !#4NKsemaxipWroVMK4YlY•_- - , ••, , 4nh+ IIlIIt+IIIIIIIIIIIItHIlugyt�) tlttutdPllltmlllllll Invoice Amount: $3,195.14 WOODRUFF CONST FT DODGE IA Tums: Dua Upon Rece!pt 1890 KOUNTRY LN Payfdantop8ons: Cantaotm)reredilof8os 5073873799 FORT DODGE IA 50501- 8722 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. PO BOX 840514 DALLAS TX 75204-0514 ' - Wit- .<85kRSp%GNIG41, RENTAL ITEMS : - - - Qtv Equipment Description Minimum Day Week 4 week Amount 1 10357148 PUMP 411 VAC ASSISTC - :DIESEL 235 . 00 470 . 00 1410 . 00 11410 . 00 Make : PIONEER Modell PP44SBL71C1 . 5 Serial : PP24B70 Meter out ) 2752 . 00 Meter in : : 00 Male Camlocks Each End 4 '536/ 2920 HOSE 4X20 RUBBER SUCTION - CAMLOCK 35 . 00 70 . 00 210 . 00 840 . 00 1 536/1920 HOSE 4X10 RUBBER SUCTION - CAMLOCK 17 . 00 34 . 00 100 . 94 100 . 94 4 536/ 6820 HOSE 4X50 RUBBER DISCHARGE - CAMLOCK 33 . 00 66 . 00 198 . 00 792 . 00 ) 1 545/ 1105 STRAINERS (ALL SIZES) 4 . 00 8 . 00 24 . 00 24 . 00 Female Cam x Strainer Rental Subtotals; 3 , 166 . 94 6ALE3/MISCELLANEOUS ITEM6 : OtY - Item ., Price - Unit of Measure Extended Amt , I ENVIRONMENTAL SERVICE CHARGE IENV/MCI) 28 . 200 EACH 28 . 20 Sales/Mise Subtotalt: 28 . 20 Agreement Subtotal : 3 , 195 . 14 COMMENTS/NOTES : Total : 3 , 195 . 14 CONTACT: SEN CELL# : 319 -230- 6960 ' Billing period : 28 Days From 6/03/20 09 : 00 AM Thru 7/01/20 09 : 00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844 -222 -2345 OR WWW.UNITEDACADEMY • UR. COM TRAINING IS NOT AVAILABLE QX CERTAIN EQUIPMENT IN CANADA . M AL NOTICE: This Invoice is subject to the terms and conditions of the Rental and Service Agreement,which are avallabio at hHps:Mrww.unitedremals.camrl¢gavr¢nmt-service terma•US and which are incorporated herein by reference. A COPY OF THE RENTALAND SERVICE ABREEMENTTERMS ARE AVAILABLE IN PAPER FOAM UPON REQUEST. You CanNatrAccess Invaica Nisraryand UptlaroPurMasa Orders Online To Stan Up, ennleet UACanrral$pPPON®urpam Paae : I I Ambassador Steel Fabrication LLC Change Order No.: t) NarrisRehar c) amAessa1lsrSlsel C0 = 0002 CHANGE ORDER Rev No. 1 61d Item No.: Job No.: Job Description: Original C/O Date: Revised C/O Date: 007 00520037 FP - WWT Plant- Waterloo 06/18/20 07/21 /20 Sell To: W10742 Woodruff Construction Company 1890 Kounlry Lane Fort Dodge, IA 50501 USA Change Order Description: ADD-REPLACEMENT BARS PER WCD 001 Description Type quantity Unit Price Line Amount ADD-REPLACEMENT BARS PER WCD 001 Add 1 LS 10,955.00 103955.00 Placing Rebar Subcontracted - Straight Time Add 1 LS 81547.44 83547.44 Placing Rebar Subcontracted - Premium Time Add 1 LS 472.52 472.52 Comments CHANGE DESCRIPTION : ADD-REPLACEMENT BARS PER WCD 001 AUTHORIZED BY: NATE GOETSCH W/ WOODRUFF CONSTRUCTION CONTRACTOR CONTACT INFO: NATEG@WOODRUFF.BUILD HARRIS RELEASE # 0022XB, 0023XB, 0024XB OTHER : WCD 001 RE-DETAILING HOURS: 2 HOURS ADDITIONAL FREIGHT LOAD(S): 1 FULL FREIGHT ADDED WEIGHT BLACK BAR: 25,029 LBS REMARKS: PER EMAILED WCD 001 FROM NATE GOETSCH W/ WOODRUFF CONSTRUCTION TO TIM SCHNIEDERS W/ HARRIS REBAR (6/17/20), ADDITIONAL REINFORCING IS REQUIRED IN THE WAS TANK BASE SLAB AND A 13'-6" WIDE x 1 '-0" THICK SLAB IS ADDED THAT IS CENTERED ON THE CENTER WALL. #9 x 43'-9" AND #4 STANDEES ARE BEING ROBBED FROM THE CENTRATE STRUCTURE TO BE USED IN THE WAS TANK BASE SLAB. NEW #5 BAR IS REQUIRED IN THE 1 '-0" ADDED SLAB. ADD OF 25,029 LBS, 2 HOURS RE-DETAILING AND 1 FULL FREIGHT. Ironworker labor on signed EWO Tickets 3118 Dated 6/18/2020 & EWO Ticket 3400 Dated 7/9/2020. 88 Regular hours & 4 hours overtime. Total: 19,974.96 Addition To Contract Chosen Valley Testing, Inc. I nvo ice 1410 7th Street NW Rochester, MN 55901 Date Invoice # txason vaueyiiswg Phone # 507-281 -0968 7/20/2020 29560 www . chosenvalleytesting . com Bill To Project Description Woodruff Construction Construction Materials Testing Attn: Nate Goetsch FY 2020 WWTP Biosolids Modifications 1890 Kountry Lane Waterloo, IA Fort Dodge, IA 50501 Purchase Order Terms Project Mgr Project No, Date Completed Due on receipt MJR 5- 16188-20IAW Description Qty Rate Amount Concrete Testing, per hour 2 48.00 96.00 Trip Charge, includes vehicle and mileage 2 20.00 40.00 Concrete Cylinders (set 6) 4 16.00 64.00 Cylinder Pick-up, per hour 1 48 .00 48.00 Services rendered on July 14, 2020. Please remit to above address. Total $248 .00 Payments/Credits $0.00 Balance Due $248.00