Loading...
HomeMy WebLinkAbout2023-12-18 I01E_04 NE Outfall Sewer_Pmt Est 9AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: December 18, 2023 AGENDA ITEM:Consideration of approval of Payment Estimate No. 9 to S.J. Louis Construction, Inc. for the Northeast Outfall Sewer Project, in the amount of $402,339.06. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: S.J. Louis Construction, Inc. requested Payment Estimate No. 9 for the work completed on the Northeast Outfall Sewer project, in the amount of $402,339.06. Veenstra & Kimm has reviewed the payment estimate and recommends payment. The partial payment is for the pay period November 1, 2023 to November 30, 2023. This payment estimate is for sanitary sewer construction. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $402,339.06 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 9 ATTACHMENTS: I. Payment Estimate No. 9 II. Letter of Recommendation PREPARED BY:Beth Richardson REVIEWED BY:Rudy Koester RK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1E4 December 12, 2023 Rudy Koester Director of Public Works City of Waukee 805 University Avenue Waukee, Iowa 50263 CITY OF WAUKEE, IOWA NORTHEAST OUTFALL SEWER PAY ESTIMATE NO. 9 Enclosed are three signed copies of Pay Estimate No. 9 in accordance with the contract between the City of Waukee and S. J. Louis Construction, Inc. for the Northeast Outfall Sewer Project. The partial payment estimate is for the period of November 1, 2023 to November 30, 2023. We have checked and recommend approval of Pay Estimate No. 9. We recommended payment to S. J. Louis Construction, Inc. in the amount of $402,339.06. Pay Estimate No. 9 is for sanitary sewer construction. Please sign all copies of Pay Estimate No. 9 in the spaces provided. Please return one set of signed copies to Veenstra & Kimm, Inc. and forward one set of copies to S. J. Louis Construction, Inc. with payment. If you have any questions or comments, please contact us at 515-225-8000. VEENSTRA & KIMM, INC. Andy Willcuts ARW:ha 275354 Enclosures cc: S. J. Louis Construction, Inc. Sara Kappos, City of Waukee – w/enclosure (email) Becky Schuett, City of Waukee – w/enclosure (email) Beth Richardson, City of Waukee – w/enclosure (email) Rachel Bruns, City of Waukee – w/enclosure (email) Tracy Lovetinsky, City of Waukee – w/enclosure (email) Original Contract Amount: QUANTITY VALUE ESTIMATED AUTHORIZED COMPLETED COMPLETED ITEM NO.DESCRIPTION UNIT (ORIG. CONT.) (INCL. C.O.'S) TO DATE UNIT PRICE TO DATE 1.1 Mobilization LS 1.00 1.00 0.65 $140,000.00 $91,000.00 1.2 Erosion Control & SWPPP LS 1.00 1.00 0.70 $153,000.00 $107,100.00 1.3 Traffic Control LS 1.00 1.00 0.75 $15,000.00 $11,250.00 1.4 Clearing and Grubbing LS 1.00 1.00 1.00 $139,424.00 $139,424.00 1.5 6" PCC Trail SY 3,025.00 3,025.00 2054.00 $85.00 $174,590.00 1.6 Rock Excavation CY 2,000.00 2,000.00 6065.00 $1.00 $6,065.00 1.7 Stabilizing Material TONS 980.00 980.00 1435.00 $95.00 $136,325.00 1.8 Steel Sheeting Left in Place SF 2,785.00 2,785.00 1420.00 $50.00 $71,000.00 1.9 Seeding LS 1.00 1.00 0.65 $75,090.00 $48,808.50 1.10 Tree Ea.434.00 434.00 0.00 $470.00 $0.00 1.11 Tree Protection Ea.43.00 43.00 43.00 $335.00 $14,405.00 1.12 Rip‐Rap TONS 1,330.00 1,330.00 1012.21 $110.00 $111,343.10 1.13 Field Drain Lines LF 200.00 200.00 360.00 $90.00 $32,400.00 1.14 Rolled Erosion Control Product, Type 2 SY 1,050.00 1,050.00 1066.00 $2.50 $2,665.00 1.15 12" Water Main in Open Cut LF 342.00 342.00 378.00 $300.00 $113,400.00 1.16 12" Gate Valve EA 1.00 2.00 2.00 $5,500.00 $11,000.00 1.17 8" Sanitary Sewer in Place LF 45.00 45.00 16.00 $750.00 $12,000.00 1.18 12" Sanitary Sewer in Place LF 15.00 15.00 15.00 $760.00 $11,400.00 1.19 18" Sanitary Sewer in Place LF 121.00 121.00 56.00 $785.00 $43,960.00 1.20 21" Sanitary Sewer in Place LF 30.00 30.00 28.00 $895.00 $25,060.00 1.21 24" Sanitary Sewer in Place LF 125.00 125.00 0.00 $450.00 $0.00 1.22 30" Sanitary Sewer in Place LF 17,442.00 17,442.00 13575.00 $353.00 $4,791,975.00 1.23 30" Sanitary Sewer Trenchless LF 475.00 475.00 305.00 $1,990.00 $606,950.00 1.24 30" Sanitary Sewer Augered in Place in Steel Casting LF 250.00 250.00 250.00 $1,615.00 $403,750.00 1.25 36" Sanitary Sewer in Place LF 194.00 194.00 194.00 $375.00 $72,750.00 1.26 60" Manhole EA 60.00 60.00 47.00 $17,000.00 $799,000.00 1.27 84" Manhole EA 3.00 3.00 2.00 $26,000.00 $52,000.00 1.28 60" Manhole Extra Depth VF 315.00 315.00 236.00 $800.00 $188,800.00 1.29 84" Manhole Extra Depth VF 13.00 13.00 8.00 $1,300.00 $10,400.00 1.30 Subdrain 6" to 8"LF 2,995.00 2,995.00 2451.00 $50.00 $122,550.00 1.31 Subdrain Cleanout EA 16.00 16.00 13.00 $990.00 $12,870.00 1.32 Salvage and Reinstall Storm Sewer, 12" to 36"LF 300.00 300.00 150.00 $47.00 $7,050.00 1.33 Connection to Existing Manhole EA 2.00 2.00 1.00 $18,000.00 $18,000.00 1.34 Sanitary Sewer Abandonment LS 1.00 1.00 0.00 $38,000.00 $0.00 1.35 Lift Station Demolition LS 1.00 1.00 0.00 $50,000.00 $0.00 8,249,290.60$            2.1 Disposal of Rubble LS 1.00 1.00 1.00 $4,700.00 $4,700.00 2.2 156th Street Manhole Raise LS 1.00 1.00 1.00 $13,800.00 $13,800.00 2.3 Water Main Relocation Offset LS 1.00 1.00 1.00 $6,800.00 $6,800.00 2.4 156th Street Fiber Removal LS 1.00 1.00 1.00 $4,804.56 $4,804.56 30,104.56$                 PROJECT TITLE: NORTHEAST OUTFALL SEWER Contractor:  S. J. Louis Construction, Inc. Pay Period:  November 1, 2023 to November 30, 2023 Total Value Completed ‐ Original Contract Total Value Completed ‐ Change Order No. 1 ESTIMATE OF CONSTRUCTION COMPLETED PARTIAL PAYMENT NO. 9                Date:  12/11/2023 $10,980,000.00 BID ITEMS 275354 Page 1 of 4 B E G 1. 2 6 Mi d s t a t e s  Pr e c a s t 1 8 2 8 1 5 / 3 / 2 0 2 3 1 5 6 t h  an d  Al i c e s 5/ 2 0 2 3 11 , 6 4 4 . 0 0 $                       11 , 6 4 4 . 0 0 $                       5/ 2 0 2 3 1 1 , 6 4 4 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 8 2 9 2 5/ 3 / 2 0 2 3 15 6 t h  an d  Al i c e s 5/ 2 0 2 3 1 2 , 6 4 8 . 0 0 $                       12 , 6 4 8 . 0 0 $                       6/ 2 0 2 3 1 2 , 6 4 8 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 8 2 9 7 5/ 3 / 2 0 2 3 15 6 t h  an d  Al i c e s 5/ 2 0 2 3 3 , 7 7 6 . 0 0 $                           3, 7 7 6 . 0 0 $                           6/ 2 0 2 3 3 , 7 7 6 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 8 4 8 4 5/ 1 5 / 2 0 2 3 15 6 t h  an d  Al i c e s 5/ 2 0 2 3 6 , 4 6 8 . 0 0 $                           6, 4 6 8 . 0 0 $                           6/ 2 0 2 3 6 , 4 6 8 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 8 9 3 5 6/ 7 / 2 0 2 3 15 6 t h  an d  Al i c e s 6/ 2 0 2 3 14 , 3 6 4 . 0 0 $                       14 , 3 6 4 . 0 0 $                       7/ 2 0 2 3 1 4 , 3 6 4 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 8 9 3 6 6/ 7 / 2 0 2 3 15 6 t h  an d  Al i c e s M H ‐28 6/ 2 0 2 3 8 , 2 8 4 . 0 0 $                           8, 2 8 4 . 0 0 $                           7/ 2 0 2 3 8 , 2 8 4 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 8 9 4 0 6/ 7 / 2 0 2 3 15 6 t h  an d  Al i c e s 6/ 2 0 2 3 1 3 , 6 2 8 . 0 0 $                       13 , 6 2 8 . 0 0 $                       7/ 2 0 2 3 1 3 , 6 2 8 . 0 0 $                                 ‐ $                                               1. 2 6 Es s  Br o t h e r s  an d  So n s ,  In c . D D 2 9 6 4 6/ 1 / 2 0 2 3 St a g i n g  Ya r d 6/ 2 0 2 3 6 9 , 3 8 1 . 0 0 $                       69 , 3 8 1 . 0 0 $                       51 , 7 6 0 . 4 0 $                                 17 , 6 2 0 . 6 0 $                       1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 1 8 1 6/ 1 6 / 2 0 2 3 15 6 t h  an d  Al i c e s 6/ 2 0 2 3 9 , 4 0 0 . 0 0 $                           9, 4 0 0 . 0 0 $                           7/ 2 0 2 3 9 , 4 0 0 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 7 0 5 7/ 1 3 / 2 0 2 3 15 6 t h  an d  Al i c e s   7/ 2 0 2 3 1 2 , 4 7 4 . 0 0 $                       12 , 4 7 4 . 0 0 $                       7/ 2 0 2 3 1 2 , 4 7 4 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 7 0 7 7/ 1 3 / 2 0 2 3 St a g i n g  Ya r d M H ‐39 7/ 2 0 2 3 3 , 6 4 4 . 0 0 $                           3, 6 4 4 . 0 0 $                           8/ 2 0 2 3 3 , 6 4 4 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 7 0 1 7/ 1 3 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 1 2 , 0 4 0 . 0 0 $                       12 , 0 4 0 . 0 0 $                       8/ 2 0 2 3 1 2 , 0 4 0 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 6 9 6 7/ 1 3 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 1 3 , 7 3 6 . 0 0 $                       13 , 7 3 6 . 0 0 $                       7/ 2 0 2 3 1 3 , 7 3 6 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 7 9 4 7/ 1 9 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 9 , 4 0 0 . 0 0 $                           9, 4 0 0 . 0 0 $                           8/ 2 0 2 3 9 , 4 0 0 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 8 0 4 7/ 1 9 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 9 , 7 1 6 . 0 0 $                           9, 7 1 6 . 0 0 $                           8/ 2 0 2 3 9 , 7 1 6 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 1 9 7 1 2 7/ 1 3 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 1 3 , 4 4 0 . 0 0 $                       13 , 4 4 0 . 0 0 $                       7/ 2 0 2 3 1 3 , 4 4 0 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 0 3 0 1 8/ 1 7 / 2 0 2 3 No r t h  Wa r r i o r  Ln 8/ 2 0 2 3 9 , 9 8 0 . 0 0 $                           9, 9 8 0 . 0 0 $                           9/ 2 0 2 3 9 , 9 8 0 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 0 1 0 5 8/ 4 / 2 0 2 3 We s t g a t e  Dr . M H ‐47 8/ 2 0 2 3 6 , 2 8 4 . 0 0 $                           6, 2 8 4 . 0 0 $                           9/ 2 0 2 3 6 , 2 8 4 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 0 8 8 2 9/ 2 7 / 2 0 2 3 No r t h  Wa r r i o r  Ln 9/ 2 0 2 3 1 1 , 5 1 2 . 0 0 $                       11 , 5 1 2 . 0 0 $                       10 / 2 0 2 3 1 1 , 5 1 2 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 0 8 8 7 9/ 2 8 / 2 0 2 3 No r t h  Wa r r i o r  Ln 9/ 2 0 2 3 1 2 , 5 6 8 . 0 0 $                       12 , 5 6 8 . 0 0 $                       10 / 2 0 2 3 1 2 , 5 6 8 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 0 8 7 1 9/ 2 7 / 2 0 2 3 No r t h  Wa r r i o r  Ln 9/ 2 0 2 3 1 1 , 5 1 2 . 0 0 $                       11 , 5 1 2 . 0 0 $                       10 / 2 0 2 3 1 1 , 5 1 2 . 0 0 $                                 ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 0 8 9 4 9/ 2 8 / 2 0 2 3 No r t h  Wa r r i o r  Ln M H ‐58 9/ 2 0 2 3 6 , 2 8 4 . 0 0 $                           6, 2 8 4 . 0 0 $                           10 / 2 0 2 3 6 , 2 8 4 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 0 8 9 3 9/ 2 8 / 2 0 2 3 No r t h  Wa r r i o r  Ln 9/ 2 0 2 3 8 , 0 0 0 . 0 0 $                           8, 0 0 0 . 0 0 $                           10 / 2 0 2 3 8 , 0 0 0 . 0 0 $                                     ‐ $                                               1. 2 6 Mi d s t a t e s  Pr e c a s t 2 1 3 7 8 11 / 1 4 / 2 0 2 3 Ea s t  of  15 6 t h   11 / 2 0 2 3 1 1 , 9 7 4 . 0 0 $                     11 , 9 7 4 . 0 0 $                       1. 2 6 Mi d s t a t e s  Pr e c a s t 2 1 3 8 4 11 / 1 4 / 2 0 2 3 Ea s t  of  15 6 t h   11 / 2 0 2 3 1 1 , 2 4 6 . 0 0 $                     11 , 2 4 6 . 0 0 $                       1. 2 6 Mi d s t a t e s  Pr e c a s t 2 1 3 8 0 11 / 1 4 / 2 0 2 3 Ea s t  of  15 6 t h   11 / 2 0 2 3 9 , 5 8 4 . 0 0 $                         9, 5 8 4 . 0 0 $                             1. 2 6 Mi d s t a t e s  Pr e c a s t 2 1 3 9 1 11 / 1 4 / 2 0 2 3 Ea s t  of  15 6 t h   11 / 2 0 2 3 8 , 2 6 4 . 0 0 $                         8, 2 6 4 . 0 0 $                             1. 2 6 Mi d s t a t e s  Pr e c a s t 2 1 3 8 5 11 / 1 4 / 2 0 2 3 Ea s t  of  15 6 t h   11 / 2 0 2 3 1 1 , 5 1 2 . 0 0 $                     11 , 5 1 2 . 0 0 $                       1. 2 6 Mi d s t a t e s  Pr e c a s t 2 1 3 8 1 11 / 1 4 / 2 0 2 3 Ea s t  of  15 6 t h   11 / 2 0 2 3 1 0 , 5 8 8 . 0 0 $                     10 , 5 8 8 . 0 0 $                       ‐ $                                               ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 0 4 4 5/ 4 / 2 0 2 3 15 6 t h  an d  Al i c e s 5/ 2 0 2 3 1 0 5 , 1 3 0 . 3 0 $                 10 5 , 1 3 0 . 3 0 $                 5/ 2 0 2 3  ‐   6/ 2 0 2 3 1 0 5 , 1 3 0 . 3 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 0 5 7 5/ 5 / 2 0 2 3 15 6 t h  an d  Al i c e s 5/ 2 0 2 3 1 5 1 , 4 3 7 . 0 0 $                 15 1 , 4 3 7 . 0 0 $                 6/ 2 0 2 3 1 5 1 , 4 3 7 . 0 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 2 2 9 5/ 2 6 / 2 0 2 3 15 6 t h  an d  Al i c e s 5/ 2 0 2 3 2 6 , 4 0 0 . 0 0 $                       26 , 4 0 0 . 0 0 $                       6/ 1 / 2 0 2 3  ‐ 7/ 2 0 2 3 2 6 , 4 0 0 . 0 0 $                                 ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 2 8 0 6/ 2 / 2 0 2 3 15 6 t h  an d  Al i c e s 6/ 2 0 2 3 13 1 , 9 8 5 . 7 0 $                 13 1 , 9 8 5 . 7 0 $                 7/ 2 0 2 3 1 3 1 , 9 8 5 . 7 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 3 3 3 6/ 8 / 2 0 2 3 15 6 t h  an d  Al i c e s 6/ 2 0 2 3 2 6 , 4 0 0 . 0 0 $                       26 , 4 0 0 . 0 0 $                       7/ 2 0 2 3 2 6 , 4 0 0 . 0 0 $                                 ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 3 4 5 6/ 9 / 2 0 2 3 15 6 t h  an d  Al i c e s 6/ 2 0 2 3 2 3 7 , 1 4 0 . 2 0 $                 23 7 , 1 4 0 . 2 0 $                 7/ 1 / 2 0 2 3 ‐8/ 2 0 2 3 2 3 7 , 1 4 0 . 2 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 4 1 2 6/ 1 6 / 2 0 2 3 Al i c e s  an d  We s t g a t e 6/ 2 0 2 3 1 4 3 , 8 9 2 . 0 0 $                 14 3 , 8 9 2 . 0 0 $                 8/ 2 0 2 3 1 4 3 , 8 9 2 . 0 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 4 6 9 6/ 2 3 / 2 0 2 3 Al i c e s  an d  We s t g a t e 6/ 2 0 2 3 5 2 , 8 1 5 . 6 0 $                       52 , 8 1 5 . 6 0 $                       8/ 2 0 2 3 5 2 , 8 1 5 . 6 0 $                                 ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 6 4 3 7/ 1 4 / 2 0 2 3 Al i c e s  an d  We s t g a t e 7/ 2 0 2 3 2 6 4 , 0 3 6 . 3 0 $                 26 4 , 0 3 6 . 3 0 $                 8/ 2 0 2 3 2 6 4 , 0 3 6 . 3 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 5 7 8 7/ 7 / 2 0 2 3 Al i c e s  an d  We s t g a t e 7/ 2 0 2 3 1 0 5 , 5 9 5 . 6 0 $                 10 5 , 5 9 5 . 6 0 $                 9/ 2 0 2 3 ‐10 / 2 0 2 3 1 0 5 , 5 9 5 . 6 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 5 7 8 7/ 7 / 2 0 2 3 Al i c e s  an d  We s t g a t e 7/ 2 0 2 3 1 3 , 2 0 6 . 0 0 $                       13 , 2 0 6 . 0 0 $                       1. 2 2 HO B A S 2 0 4 1 0 2 6 5 7 8 7/ 7 / 2 0 2 3 Al i c e s  an d  We s t g a t e 7/ 2 0 2 3 5 , 0 7 9 . 0 0 $                           5, 0 7 9 . 0 0 $                             1. 2 2 HO B A S 2 0 4 1 0 2 6 7 0 9 7/ 2 4 / 2 0 2 3 Al i c e s  an d  We s t g a t e 7/ 2 0 2 3 1 3 1 , 9 3 0 . 7 0 $                 13 1 , 9 3 0 . 7 0 $                 10 / 2 0 2 3 1 3 1 , 9 3 0 . 7 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 6 7 7 0 7/ 3 1 / 2 0 2 3 Al i c e s  an d  We s t g a t e 7/ 2 0 2 3 1 3 1 , 9 0 7 . 6 0 $                 10 / 2 0 2 3 1 3 1 , 9 0 7 . 6 0 $                             ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 7 0 8 1 9/ 1 3 / 2 0 2 3 We s t g a t e  an d  N Wa r . 9/ 2 0 2 3 52 , 8 0 0 . 0 0 $                       52 , 8 0 0 . 0 0 $                                 ‐ $                                               1. 2 2 HO B A S 2 0 4 1 0 2 7 1 0 8 9/ 1 8 / 2 0 2 3 Ea s t  of  15 6 t h  St 9/ 2 0 2 3 26 3 , 5 1 9 . 3 0 $                 9, 7 9 2 . 2 0 $                                     25 3 , 7 2 7 . 1 0 $                   1. 2 2 HO B A S 2 0 4 1 0 2 7 1 5 8 9/ 2 5 / 2 0 2 3 Ea s t  of  15 6 t h  St 9/ 2 0 2 3 13 1 , 7 1 9 . 5 0 $                 13 1 , 7 1 9 . 5 0 $                   1. 2 2 Ce s s f o r d  Co n s t r u c t i o n  Co . 1 7 7 0 2 9 2 6/ 7 / 2 0 2 3 15 6 t h  an d  Al i c e s 6/ 2 0 2 3 15 , 3 8 3 . 5 5 $                       15 , 3 8 3 . 5 5 $                       8/ 2 0 2 3 1 5 , 3 8 3 . 5 5 $                                 ‐ $                                               1. 2 2 Ce s s f o r d  Co n s t r u c t i o n  Co . 1 7 7 2 2 2 1 6/ 1 4 / 2 0 2 3 15 6 t h  An d  Al i c e s 6/ 2 0 2 3 8, 6 9 7 . 5 0 $                           8, 6 9 7 . 5 0 $                           8/ 2 0 2 3 8 , 6 9 7 . 5 0 $                                     ‐ $                                               1. 2 2 Ce s s f o r d  Co n s t r u c t i o n  Co . 1 7 7 2 8 2 3 6/ 1 5 / 2 0 2 3 15 6 t h  An d  Al i c e s 6/ 2 0 2 3 15 , 7 1 6 . 0 5 $                       15 , 7 1 6 . 0 5 $                       8/ 2 0 2 3 ‐9/ 2 0 2 3 1 5 , 7 1 6 . 0 5 $                                 ‐ $                                               1. 2 2 Ce s s f o r d  Co n s t r u c t i o n  Co . 1 7 6 9 7 9 5 6/ 6 / 2 0 2 3 15 6 t h  an d  Al i c e s   6/ 2 0 2 3 7, 2 2 0 . 8 5 $                           7, 2 2 0 . 8 5 $                           9/ 2 0 2 3 7 , 2 2 0 . 8 5 $                                     ‐ $                                               1. 2 2 Ce s s f o r d  Co n s t r u c t i o n  Co . 1 7 7 2 9 8 5 6/ 2 0 / 2 0 2 3 15 6 t h  an d  Al i c e s   6/ 2 0 2 3 2 6 , 1 2 6 . 4 5 $                       26 , 1 2 6 . 4 5 $                       9/ 2 0 2 3 2 6 , 1 2 6 . 4 5 $                                 ‐ $                                               1. 2 1 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 2 8 / 2 0 2 3 St a g i n g  Ya r d 2 4 "  CL 5 2  DI P 7 / 2 0 2 3 1 3 , 2 9 9 . 6 6 $                       7/ 2 0 2 3 3 , 6 9 4 . 3 5 $                                     9, 6 0 5 . 3 1 $                             1. 2 1 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 2 8 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 5 , 9 6 4 . 6 8 $                           5, 9 6 4 . 6 8 $                             1. 2 1 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 2 9 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 3 , 6 1 1 . 1 6 $                           7/ 2 0 2 3 2 , 6 0 8 . 0 6 $                                     1, 0 0 3 . 1 0 $                             1. 2 1 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 3 0 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 2 , 6 1 5 . 0 0 $                           7/ 2 0 2 3 2 , 6 1 5 . 0 0 $                                     ‐ $                                               Ma t e r i a l s  St o r e d  Su m m a r y A CD Su b t o t a l  Am o u n t   Co m p l e t e d  an d   St o r e d  to  Da t e          (D  + E) F Bi d   It e m   No . Su p p l i e r Su p p l i e r  In v o i c e   No . In v o i c e  Da t e S t o r a g e  Lo c a t i o n D e s c r i p t i o n  of  Ma t e r i a l s  or  Eq u i p m e n t  St o r e d St o r e d  Pr e v i o u s l y Am o u n t  St o r e d   th i s  Mo n t h  ($ ) In c o r p o r a t e d  in  Wo r k Ma t e r i a l s   Re m a i n i n g  in   St o r a g e  ($ )                (D  + E ‐   F) Da t e  Pl a c e d   in t o  St o r a g e   (M o n t h / Y e a r ) Am o u n t                      ($ ) Da t e   (M o n t h /  Ye a r ) Am o u n t                          ($ ) MH ‐24 A  to  MH ‐25   Fr a m e s ,  Ca s t i n g s  an d  Ad j u s t i n g  ri n g s   MH ‐26  an d  MH ‐27 MH ‐29  to  MH ‐31 MH ‐37  to  MH ‐39 MH ‐34  to  MH ‐36 Bi d  It e m  1. 2 6  ‐   60 "  Ma n h o l e Ma n h o l e s  MH ‐16  an d  MH ‐17   Ma n h o l e s  MH ‐18  to  MH ‐20 Ma n h o l e  MH ‐21 MH ‐20  to  MH ‐27  Pa r t s MH ‐22  to  MH ‐24 MH ‐50  to  MH ‐51   MH ‐56  & MH ‐57 MH ‐06  an d  MH ‐07 MH ‐11 .  MH ‐12  an d  pa r t i a l  MH ‐13 MH ‐08 ,  MH ‐09  an d  pa r t i a l  MH ‐10 MH ‐15   MH ‐40  an d  MH ‐41 MH ‐42  an d  MH ‐43 MH ‐31  to  MH ‐33 MH ‐48  to  MH ‐50 MH ‐53  & MH ‐54 MH ‐54  to  MH ‐56 P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (1 1 9 9 . 8 7  LF )   P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (2 4 0  LF )   P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (2 1 5 5 . 8 2  LF )  15 9 0 . 7  LF  in s t a l l e d  in  Ju l y P3 0 ‐25 ‐00 7 2 ‐WP ‐FW C E ‐PE  (1 1 9 9 . 1  LF ) P3 0 ‐25 ‐00 7 2 ‐WP ‐FW C E ‐PE  (4 4 0 . 1 3  LF )  18 0  LF  in s t a l l e d  in  Au g u s t P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (2 4 0 0 . 3 3  LF )    12 2 8 . 7 8  LF  In s t a l l e d  in  Au g u s t .  12 0 3  in s t a l l e d  in   MH ‐13  an d  MH ‐14 MH ‐09 ,  MH ‐10  an d  pa r t i a l  MH ‐11   Bi d  it e m  1. 2 2  ‐   30 "  Sa n i t a r y  Se w e r  In  Pl a c e P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E ‐PE  (9 5 5 . 7 3  LF )  in s t a l l e d  65 0  in  Ma y ,  30 5 . 7 3  in s t a l l e d  in  Ju n e P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E ‐PE  (1 3 7 6 . 7  LF )  13 7 6 . 7  in s t a l l e d  in  Ju n e   P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (2 4 0  LF )  16 2 . 5 7  in s t a l l e d  in  Ju n e P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (2 3 9 5 . 6 3  LF )  89 . 0 2  in s t a l l e d  in  No v . P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (1 1 9 7 . 4 5  LF )   1"  Cl e a n  Pi p e  Be d d i n g  ‐   $3 5 / T o n  (1 . 5  To n / F t  of  pi p e  in s t a l l e d ) 1"  Cl e a n  Pi p e  Be d d i n g  (4 3 9 . 5 3  To n s ) 1"  Cl e a n  Pi p e  Be d d i n g    (2 4 8 . 5  To n s ) 1"  Cl e a n  Pi p e  Be d d i n g  (4 4 9 . 0 3  To n s ) P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (9 5 9 . 9 6  LF )  31 . 4 5  in s t a l l e d  in  Se p t . 30 "  FW C  2‐Mi t e r  El b o w  (3 ) 30 "  FW C  3‐Mi t e r  El b o w  (3 ) P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (1 1 9 9 . 3 7  LF )   P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (1 1 9 9 . 1 6  LF )  10 3 3 . 1 8  in s a t l l e d  in  Oc t . P3 0 ‐25 ‐00 4 6 ‐WP ‐FW C E  (4 8 0  LF )   1"  Cl e a n  Pi p e  Be d d i n g  (2 0 6 . 3 1  To n s ) 1"  Cl e a n  Pi p e  Be d d i n g  (7 4 6 . 4 7  To n s ) Bi d  It e m  1. 2 0  ‐   21 "  Sa n i t a r y  Se w e r  In  Pl a c e   (2 )  24 "  Hy m a x  Co u p l i n g 20 "  CL 5 2  DI P 20 "  Hy m a x  Co u p l i n g 27 5 3 5 4 Pa g e 2 o f 4 B E G Ma t e r i a l s  St o r e d  Su m m a r y A CD Su b t o t a l  Am o u n t   Co m p l e t e d  an d   St o r e d  to  Da t e          (D  + E) F Bi d   It e m   No . Su p p l i e r Su p p l i e r  In v o i c e   No . In v o i c e  Da t e S t o r a g e  Lo c a t i o n D e s c r i p t i o n  of  Ma t e r i a l s  or  Eq u i p m e n t  St o r e d St o r e d  Pr e v i o u s l y Am o u n t  St o r e d   th i s  Mo n t h  ($ ) In c o r p o r a t e d  in  Wo r k Ma t e r i a l s   Re m a i n i n g  in   St o r a g e  ($ )                (D  + E ‐   F) Da t e  Pl a c e d   in t o  St o r a g e   (M o n t h / Y e a r ) Am o u n t                      ($ ) Da t e   (M o n t h /  Ye a r ) Am o u n t                          ($ ) 1. 2 5 HO B A S 2 0 4 1 0 2 6 0 5 7 5/ 5 / 2 0 2 3 15 6 t h  an d  Al i c e s 5/ 2 0 2 3 27 , 2 9 9 . 9 9 $                       27 , 2 9 9 . 9 9 $                       6/ 2 0 2 3 2 7 , 2 9 9 . 9 9 $                                 ‐ $                                               1. 3 Qu i c k  Su p p l y  Co . Q S C 1 6 7 4 2 6 6/ 5 / 2 0 2 3 St a g i n g    Ya r d 6/ 2 0 2 3 5, 6 6 1 . 6 0 $                           7/ 2 0 2 3 ‐8/ 2 0 2 3 4, 6 5 6 . 9 0 $                                     1, 0 0 4 . 7 0 $                             1. 8 Ha m m e r  & St e e l ,  In c . 2 3 ‐06 0 4 7 6/ 1 2 / 2 0 2 3 St a g i n g  Ya r d 6/ 2 0 2 3 55 , 7 6 1 . 0 5 $                       55 , 7 6 1 . 0 5 $                       10 / 2 0 2 3 2 7 , 8 8 0 . 0 0 $                                 27 , 8 8 1 . 0 5 $                       1. 2 4 Ea g l e  Tu b u l a r  Pr o d u c t s  In c . I 0 3 3 4 6   6/ 2 / 2 0 2 3 St a g i n g  Ya r d   6/ 2 0 2 3 1 1 0 , 4 5 0 . 0 0 $                 11 0 , 4 5 0 . 0 0 $                 6/ 2 0 2 3  ‐   7/ 2 0 2 3 1 1 0 , 4 5 0 . 0 0 $                             ‐ $                                               1. 2 4 Ad v a n c e  Pr o d u c t s L L 2 5 9 1 8 2 7/ 1 2 / 2 0 2 3 St a g i n g  Ya r d   7/ 2 0 2 3 1 4 , 7 6 7 . 9 2 $                       7/ 2 0 2 3  ‐   8/ 2 0 2 3 ‐9/ 2 0 2 3 1 0 , 9 7 4 . 0 0 $                                 3, 7 9 3 . 9 2 $                             1. 2 4 Ad v a n c e  Pr o d u c t s L L 2 5 9 1 8 2 7/ 1 2 / 2 0 2 3 St a g i n g  Ya r d   7/ 2 0 2 3 1 , 1 6 6 . 0 8 $                           7/ 1 / 2 0 2 3  ‐   8/ 2 0 2 3 5 8 3 . 0 4 $                                           58 3 . 0 4 $                                   1. 2 4 Ea g l e  Tu b u l a r  Pr o d u c t s  In c . I 0 3 3 5 9 9   8/ 1 1 / 2 0 2 3 St a g i n g  Ya r d   8/ 2 0 2 3 4 2 , 3 0 0 . 0 0 $                       8/ 2 0 2 3 4 2 , 3 0 0 . 0 0 $                       1. 1 9 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 2 8 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 2 3 , 1 2 3 . 5 2 $                       7/ 2 0 2 3 1 0 , 2 7 7 . 1 2 $                                 12 , 8 4 6 . 4 0 $                       1. 2 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 2 7 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 2 , 0 7 0 . 0 0 $                           7/ 2 0 2 3 6 9 0 . 0 0 $                                           1, 3 8 0 . 0 0 $                             1. 2 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 2 8 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 6 , 2 5 4 . 8 2 $                           7/ 2 0 2 3 1 , 8 5 3 . 2 8 $                                     4, 4 0 1 . 5 4 $                             1. 2 Mu n i c i p a l  Su p p l y ,  In c . 0 8 7 5 9 8 6 ‐IN 6/ 2 8 / 2 0 2 3 St a g i n g  Ya r d 7/ 2 0 2 3 2 , 0 8 4 . 9 4 $                           7/ 2 0 2 3 2 , 0 8 4 . 9 4 $                                     ‐ $                                               2, 6 5 4 , 7 5 2 . 6 2 $           63 , 1 6 8 . 0 0 $                     1, 9 3 3 , 6 0 1 . 8 4 $           2, 1 2 2 , 6 3 6 . 6 8 $                     59 5 , 2 8 3 . 9 4 $                   Bi d  It e m  1. 2 5  ‐   36 "  Sa n i t a r y  Se w e r  In  Pl a c e   P3 6 ‐25 ‐00 4 6 ‐WP ‐FW C E ‐PE  (1 9 9 . 2 7  LF ) Bi d  It e m  1. 3 0  ‐   Su b d r a i n  6"  an d  8"   6"  Pe r f o r a t e d  Pi p e  (D r a i n t i l e )  33 7 0  LF AP I 5 L X 7 0  FB E  42 "  St e e l  Ca s i n g   SS I M ‐30 4 2 ‐CR ‐9‐V (c a s i n g  sp a c e r s ) 30 "  x 42 "  Wr a p  Ar o u n d  En d  Se a l s AP I 5 L X 7 0  FB E  42 "  St e e l  Ca s i n g  (1 8 0  LF )   Bi d  It e m  1. 1 9  ‐   18 "  Sa n i t a r y  Se w e r  In  Pl a c e   18 "  CL 5 2  DI P Bi d  It e m  1. 8  ‐   St e e l  Sh e e t i n g  Le f t  in  Pl a c e   XZ  95  St e e l  Sh e e t i n g  13 6  pc s   Bi d  it e m  1. 2 4  ‐   30 "  Sa n i t a r y  Se w e r  Au g e r e d  in  Pl a c e  in  St e e l  Ca s t i n g 12 "  CL 5 2  DI P To t a l s Bi d  It e m  1. 1 7  ‐   8"  Sa n i t a r y  Se w e r  In  Pl a c e (3 )  8"  Hy m a x  Co u p l i n g 8"  CL 5 2  DI P    Bi d  It e m  1. 1 8  ‐   12 "  Sa n i t a r y  Se w e r  In  Pl a c e 27 5 3 5 4 Pa g e 3 o f 4 21384 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 SJL001Sold to: SJ Louis Construction, Inc 1351 Broadway St W P.O. Box 459 Rockville, MN 56369 Ship to:Waukee, IA - NE Outfall Sewer South of Meredith on 156th St- need dunnage under--Come in off Dougles Face North to be unloaded. Call before leaving Chase 320-428-5014 Waukee, IA 50263 Job Number:22-797 SHIP DATE TRUCK DRIVER PO TERMS PAGE 11/14/2023 NET 30 TRAILER EXEMPT # 03132023 SALES REP Blake 21384 TICKET NO. 1 LOAD 18757 Corell Item Unit PriceDescriptionShipped ExtensionTXUnitsPieces MH-11Structure: 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 50301606 60" x 6' Sanitary Base 1 $1,584.00 $1,584.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $3,776.00Structure Total MH-12Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 40301606 60" x 6' Riser w/Gasket 1 $1,584.00 $1,584.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 vh60sanitary 60" VH Sanitary x 5.5'1 $1,452.00 $1,452.001 EA1 14106 A-Lok #300 (8" DIP/C-900/DR 18)1 $130.00 $130.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $6,414.00Structure Total MH-13Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 $1,056.00Structure Total OtherStructure: 14001 60" Manhole gasket 3 $0.00 $0.001 EA3 $0.00Structure Total NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. Externally Received 11.16.23 21384 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 **Don’t be a victim of cyber fraud!** Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately by phone at 641-891-6612. *Please make check payable to:Midstates Precast Products,Inc 2340 Hubbell Ave SW ~ Bondurant, IA 50035 **Direct any questions to Accounts Receivable at ar@midstatesprecast.com or 515-822-1873. $0.00Taxable Non-Taxable $11,246.00 $11,246.00Sub Total $0.00Tax $11,246.00Invoice Total $0.00 $11,246.00 Less Deposit Invoice Balance NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. Externally Received 11.16.23 21378 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 SJL001Sold to: SJ Louis Construction, Inc 1351 Broadway St W P.O. Box 459 Rockville, MN 56369 Ship to:Waukee, IA - NE Outfall Sewer South of Meredith on 156th St- need dunnage under--Come in off Dougles Face North to be unloaded. Call before leaving Chase 320-428-5014 Waukee, IA 50263 Job Number:22-797 SHIP DATE TRUCK DRIVER PO TERMS PAGE 11/14/2023 NET 30 TRAILER EXEMPT # 03132023 SALES REP Blake 21378 TICKET NO. 1 LOAD 18684 Corell Item Unit PriceDescriptionShipped ExtensionTXUnitsPieces MH-06Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 40301605 60" x 5' Riser w/Gasket 1 $1,320.00 $1,320.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 50301605 60" x 5' Sanitary Base 1 $1,320.00 $1,320.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $5,888.00Structure Total MH-07Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 40301605 60" x 5' Riser w/Gasket 1 $1,320.00 $1,320.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 vh60sanitary 60" VH Sanitary x 5.75'1 $1,518.00 $1,518.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $6,086.00Structure Total OtherStructure: 14001 60" Manhole gasket 4 $0.00 $0.001 EA4 $0.00Structure Total **Don’t be a victim of cyber fraud!** Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately by phone at 641-891-6612. *Please make check payable to:Midstates Precast Products,Inc 2340 Hubbell Ave SW ~ Bondurant, IA 50035 **Direct any questions to Accounts Receivable at ar@midstatesprecast.com or 515-822-1873. $0.00Taxable Non-Taxable $11,974.00 $11,974.00Sub Total $0.00Tax $11,974.00Invoice Total $0.00 $11,974.00 Less Deposit Invoice Balance NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. 21384 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 SJL001Sold to: SJ Louis Construction, Inc 1351 Broadway St W P.O. Box 459 Rockville, MN 56369 Ship to:Waukee, IA - NE Outfall Sewer South of Meredith on 156th St- need dunnage under--Come in off Dougles Face North to be unloaded. Call before leaving Chase 320-428-5014 Waukee, IA 50263 Job Number:22-797 SHIP DATE TRUCK DRIVER PO TERMS PAGE 11/14/2023 NET 30 TRAILER EXEMPT # 03132023 SALES REP Blake 21384 TICKET NO. 1 LOAD 18757 Corell Item Unit PriceDescriptionShipped ExtensionTXUnitsPieces MH-11Structure: 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 50301606 60" x 6' Sanitary Base 1 $1,584.00 $1,584.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $3,776.00Structure Total MH-12Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 40301606 60" x 6' Riser w/Gasket 1 $1,584.00 $1,584.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 vh60sanitary 60" VH Sanitary x 5.5'1 $1,452.00 $1,452.001 EA1 14106 A-Lok #300 (8" DIP/C-900/DR 18)1 $130.00 $130.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $6,414.00Structure Total MH-13Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 $1,056.00Structure Total OtherStructure: 14001 60" Manhole gasket 3 $0.00 $0.001 EA3 $0.00Structure Total NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. 21384 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 **Don’t be a victim of cyber fraud!** Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately by phone at 641-891-6612. *Please make check payable to:Midstates Precast Products,Inc 2340 Hubbell Ave SW ~ Bondurant, IA 50035 **Direct any questions to Accounts Receivable at ar@midstatesprecast.com or 515-822-1873. $0.00Taxable Non-Taxable $11,246.00 $11,246.00Sub Total $0.00Tax $11,246.00Invoice Total $0.00 $11,246.00 Less Deposit Invoice Balance NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. 21380 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 SJL001Sold to: SJ Louis Construction, Inc 1351 Broadway St W P.O. Box 459 Rockville, MN 56369 Ship to:Waukee, IA - NE Outfall Sewer South of Meredith on 156th St- need dunnage under--Come in off Dougles Face North to be unloaded. Call before leaving Chase 320-428-5014 Waukee, IA 50263 Job Number:22-797 SHIP DATE TRUCK DRIVER PO TERMS PAGE 11/14/2023 NET 30 TRAILER EXEMPT # 03132023 SALES REP Blake 21380 TICKET NO. 1 LOAD 18755 Corell Item Unit PriceDescriptionShipped ExtensionTXUnitsPieces MH-08Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 40301605 60" x 5' Riser w/Gasket 1 $1,320.00 $1,320.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 50301606 60" x 6' Sanitary Base 1 $1,584.00 $1,584.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $6,152.00Structure Total MH-09Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 40301605 60" x 5' Riser w/Gasket 1 $1,320.00 $1,320.001 EA1 $2,376.00Structure Total MH-10Structure: 40301604 60" x 4' Riser w/Gasket 1 $1,056.00 $1,056.001 EA1 $1,056.00Structure Total OtherStructure: 14001 60" Manhole gasket 5 $0.00 $0.001 EA5 $0.00Structure Total **Don’t be a victim of cyber fraud!** Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately by phone at 641-891-6612. *Please make check payable to:Midstates Precast Products,Inc 2340 Hubbell Ave SW ~ Bondurant, IA 50035 **Direct any questions to Accounts Receivable at ar@midstatesprecast.com or 515-822-1873. $0.00Taxable Non-Taxable $9,584.00 $9,584.00Sub Total $0.00Tax $9,584.00Invoice Total $0.00 $9,584.00 Less Deposit Invoice Balance NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. 21381 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 SJL001Sold to: SJ Louis Construction, Inc 1351 Broadway St W P.O. Box 459 Rockville, MN 56369 Ship to:Waukee, IA - NE Outfall Sewer South of Meredith on 156th St- need dunnage under--Come in off Dougles Face North to be unloaded. Call before leaving Chase 320-428-5014 Waukee, IA 50263 Job Number:22-797 SHIP DATE TRUCK DRIVER PO TERMS PAGE 11/14/2023 NET 30 TRAILER EXEMPT # 03132023 SALES REP Blake 21381 TICKET NO. 1 LOAD 18756 Corell Item Unit PriceDescriptionShipped ExtensionTXUnitsPieces MH-09Structure: 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 vh60sanitary 60" VH Sanitary x 5.5'1 $1,452.00 $1,452.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $3,644.00Structure Total MH-10Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 vh60sanitary 60" VH Sanitary x 5.5'1 $1,452.00 $1,452.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $4,700.00Structure Total MH-11Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 vh60san riser 60" VH Sanitary Riser x 4.5'1 $1,188.00 $1,188.001 EA1 $2,244.00Structure Total OtherStructure: 14001 60" Manhole gasket 3 $0.00 $0.001 EA3 $0.00Structure Total NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. 21381 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 **Don’t be a victim of cyber fraud!** Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately by phone at 641-891-6612. *Please make check payable to:Midstates Precast Products,Inc 2340 Hubbell Ave SW ~ Bondurant, IA 50035 **Direct any questions to Accounts Receivable at ar@midstatesprecast.com or 515-822-1873. $0.00Taxable Non-Taxable $10,588.00 $10,588.00Sub Total $0.00Tax $10,588.00Invoice Total $0.00 $10,588.00 Less Deposit Invoice Balance NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. 21385 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 SJL001Sold to: SJ Louis Construction, Inc 1351 Broadway St W P.O. Box 459 Rockville, MN 56369 Ship to:Waukee, IA - NE Outfall Sewer South of Meredith on 156th St- need dunnage under--Come in off Dougles Face North to be unloaded. Call before leaving Chase 320-428-5014 Waukee, IA 50263 Job Number:22-797 SHIP DATE TRUCK DRIVER PO TERMS PAGE 11/14/2023 NET 30 TRAILER EXEMPT # 03132023 SALES REP Blake 21385 TICKET NO. 1 LOAD 18758 Corell Item Unit PriceDescriptionShipped ExtensionTXUnitsPieces MH-13Structure: 40301606 60" x 6' Riser w/Gasket 1 $1,584.00 $1,584.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 vh60sanitary 60" VH Sanitary x 5.5'1 $1,452.00 $1,452.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $5,228.00Structure Total MH-14Structure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 vh60san riser 60" VH Sanitary Riser x 6.5'1 $1,716.00 $1,716.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 50301605 60" x 5' Sanitary Base 1 $1,320.00 $1,320.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $6,284.00Structure Total OtherStructure: 14001 60" Manhole gasket 3 $0.00 $0.001 EA3 $0.00Structure Total **Don’t be a victim of cyber fraud!** Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately by phone at 641-891-6612. *Please make check payable to:Midstates Precast Products,Inc 2340 Hubbell Ave SW ~ Bondurant, IA 50035 **Direct any questions to Accounts Receivable at ar@midstatesprecast.com or 515-822-1873. $0.00Taxable Non-Taxable $11,512.00 $11,512.00Sub Total $0.00Tax $11,512.00Invoice Total $0.00 $11,512.00 Less Deposit Invoice Balance NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE. 21391 Invoice Date:11/14/2023 INVOICE Customer Copy Bondurant, IA 50035 Phone: (515) 410-9343 Fax: (515) 410-9344 Midstates Precast Products, Inc. 2340 Hubbell Avenue SW Plant:100 SJL001Sold to: SJ Louis Construction, Inc 1351 Broadway St W P.O. Box 459 Rockville, MN 56369 Ship to:Waukee, IA - NE Outfall Sewer South of Meredith on 156th St- need dunnage under--Come in off Dougles Face North to be unloaded. Call before leaving Chase 320-428-5014 Waukee, IA 50263 Job Number:22-797 SHIP DATE TRUCK DRIVER PO TERMS PAGE 11/14/2023 NET 30 TRAILER EXEMPT # 03132023 SALES REP Blake 21391 TICKET NO. 1 LOAD 18761 Corell Item Unit PriceDescriptionShipped ExtensionTXUnitsPieces MH-15 REVISEDStructure: 30301604 60" x 4.0' Eccentric Cone 1 $1,056.00 $1,056.001 EA1 40301606 60" x 6' Riser w/Gasket 1 $1,584.00 $1,584.001 EA1 40301607 60" x 7' Riser w/Gasket 1 $1,848.00 $1,848.001 EA1 5030160 60" Integral Base Slab 1 $576.00 $576.001 EA1 50301600 60" Invert 1 $496.00 $496.001 EA1 50301606 60" x 6' Sanitary Base 1 $1,584.00 $1,584.001 EA1 14127 A-Lok #1040 (30" DR18/DIP/HOBAS)2 $560.00 $1,120.001 EA2 $8,264.00Structure Total OtherStructure: 14001 60" Manhole gasket 3 $0.00 $0.001 EA3 $0.00Structure Total **Don’t be a victim of cyber fraud!** Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately by phone at 641-891-6612. *Please make check payable to:Midstates Precast Products,Inc 2340 Hubbell Ave SW ~ Bondurant, IA 50035 **Direct any questions to Accounts Receivable at ar@midstatesprecast.com or 515-822-1873. $0.00Taxable Non-Taxable $8,264.00 $8,264.00Sub Total $0.00Tax $8,264.00Invoice Total $0.00 $8,264.00 Less Deposit Invoice Balance NOTE: A 1 ½% PER MONTH SERVICE CHARGE IS ADDED TO ALL UNPAID INVOICES AFTER 30 DAYS. THIS IS AN 18% ANNUAL PERCENTAGE RATE.