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Home My WebLink About2021-08-16-I01V SE Ashworth Rd Corridor, SE Parkview Dr to SE Glacier Trl_Pmt Est 4AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 16, 2021 AGENDA ITEM:Consideration of approval of Payment Estimate No. 4 to Alliance Construction Group, LLC for the SE Ashworth Road Corridor Improvements SE Parkview Crossing Drive to SE Glacier Trail, in the amount of $107,318.91. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Alliance Construction Group, LLC requested Payment Estimate No. 4 for the work completed on the SE Ashworth Road Corridor Improvements, SE Parkview Crossing Drive to SE Glacier Trail Project, in the amount of $107,318.91. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. The partial payment is for the pay period ending July 31, 2021. Work completed for this pay estimate includes topsoil, sanitary sewer gravity main, storm sewer, water main, water service stub, fire hydrant assembly, removal of sidewalk, and pavement removal. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $107,318.91 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 4 ATTACHMENTS: I. Payment Estimate No. 4 II. Letter of Recommendation PREPARED BY:Beth Richardson REVIEWED BY:Sara Kappos SKK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1V 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 August 1, 2021 Sara Kappos Assistant Public Works Director 805 University Avenue Waukee, IA 50263 RE: Pay Request #04 SE Ashworth Road Corridor Improvements SE Parkview Crossing Drive to SE Glacier Trail Dear Ms. Kappos: Attached please find a detailed Pay Request for City Council approval on August 16, 2021. Submitted Quantity Item No. Description Unit Quantity 2.2 TOPSOIL, ON-SITE CY 1437.00 2.4 EXCAVATION, CLASS 10, ROADWAY & BORROW CY 3434.75 4.2 SANITARY SEWER GRAVITY MAIN, TRENCHLESS, PVC, 8 IN. LF 32.50 4.6 STORM SEWER, TRENCHED, RCP, CLASS III, 36 IN. LF 52.00 4.12 PIPE APRON, CONCRETE, 36 IN. EA 0.80 5.1 WATER MAIN, TRENCHED, PVC C900, DR18, 16 IN. LF 105.00 5.3 WATER MAIN, TRENCHED, RESTRAINED JOINT, PVC C900, DR18, 8 IN. LF 103.00 5.4 WATER MAIN, TRENCHED, RESTRAINED JOINT, PVC C900, DR18, 16 IN. LF 100.00 5.5 WATER MAIN FITTINGS LBS 435.00 5.6 WATER SERVICE STUB, COPPER, 1 IN. EA 1.00 5.8 VALVE, GATE, 8 IN. EA 2.00 5.9 VALVE, GATE, 16 IN. EA 1.00 5.12 FIRE HYDRANT ASSEMBLY EA 1.00 5.13 RELOCATE HYDRANT ASSEMBLY EA 1.00 6.4 MANHOLE, STORM SEWER, SW-401, 84 IN. EA 0.80 7.6 REMOVAL OF SIDEWALK, SHARED USE PATH OR DRIVEWAY SY 446.00 7.15 PAVEMENT REMOVAL SY 4740.39 We have reviewed the submitted quantities and they appear to be in order with what has been constructed in the field. If City Staff concurs with this payment, we recommend the City of Waukee pay Alliance Construction Group, LLC of Grimes, Iowa in the amount of $107,318.91 for the work completed to date. Ltr-2021-0801-Waukee SE Ashworth Road Corridor Improvements-Recommend PayApp 04.docx 2 Please let me know if you have any questions or need additional information. Sincerely, Foth Infrastructure and Environment, LLC Andy Floy, P.E. Lead Civil Engineer Encl: Pay Request #04 dated 08/01/21 Owner: Engineer: $4,510,016.01 Contractor: Est.Unit Extended Quantity Value Qty.Price Price Completed Completed DIVISION 2 - EARTHWORK, SUBGRADE AND SUBBASE 2.1 2010-B-1000 CLEARING & GRUBBING UNIT 14.7 $1,000.00 $14,700.00 14.70 $14,700.00 2.2 2010-D-1000 TOPSOIL, ON-SITE CY 9581.0 $6.00 $57,486.00 3832.00 $22,992.00 2.4 2010-E-1010 EXCAVATION, CLASS 10, ROADWAY & BORROW CY 13739.0 $3.25 $44,651.75 3434.75 $11,162.94 2.5 2010-E-1110 EMBANKMENT IN PLACE, CONTRACTOR FURNISHED CY 14004.0 $10.00 $140,040.00 8400.00 $84,000.00 2.6 2010-F-1000 BELOW GRADE EXCAVATION (CORE OUT)CY 5677.0 $3.50 $19,869.50 0.00 $0.00 2.7 2010-G-1012 SUBGRADE PREPARATION, 12 IN.SY 27710.0 $2.50 $69,275.00 0.00 $0.00 2.8 2010-I-1006 SUBBASE, MODIFIED, 6 IN.SY 27714.0 $8.25 $228,640.50 0.00 $0.00 2.9 2010-J-1000 REMOVAL OF STRUCTURE, CONCRETE FOOTING EA 1.0 $2,000.00 $2,000.00 0.00 $0.00 2.10 2010-J-2200 REMOVAL OF PIPE CULVERT LESS THAN OR EQUAL TO 36 IN.LF 563.0 $9.50 $5,348.50 0.00 $0.00 2.11 2010-J-3000 REMOVAL OF WATER MAIN LF 3120.5 $5.00 $15,602.50 0.00 $0.00 DIVISION 4 - SEWERS AND DRAINS 4.1 4010-A-1018 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC, 18 IN.LF 10.0 $900.00 $9,000.00 3.50 $3,150.00 4.2 4010-A-2108 SANITARY SEWER GRAVITY MAIN, TRENCHLESS, PVC, 8 IN.LF 690.0 $100.00 $69,000.00 92.50 $9,250.00 4.3 4010-E-1000 SANITARY SEWER SERVICE STUB LF 114.0 $400.00 $45,600.00 0.00 $0.00 4.4 4020-A-1324 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN.LF 990.0 $91.00 $90,090.00 0.00 $0.00 4.5 4020-A-1330 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN.LF 690.0 $121.00 $83,490.00 0.00 $0.00 4.6 4020-A-1336 STORM SEWER, TRENCHED, RCP, CLASS III, 36 IN.LF 353.0 $132.00 $46,596.00 52.00 $6,864.00 4.7 4020-A-1515 STORM SEWER, TRENCHED, RCP, CLASS V, 15 IN.LF 1252.0 $66.00 $82,632.00 0.00 $0.00 4.8 4020-A-1518 STORM SEWER, TRENCHED, RCP, CLASS V, 18 IN.LF 607.0 $75.00 $45,525.00 0.00 $0.00 4.9 4030-A-1215 ENTRANCE PIPE CULVERT, TRENCHED, CMP, 15 IN.LF 49.0 $57.00 $2,793.00 0.00 $0.00 4.10 4030-B-1324 PIPE APRON, CONCRETE, 24 IN.EA 1.0 $2,700.00 $2,700.00 0.00 $0.00 4.11 4030-B-1330 PIPE APRON, CONCRETE, 30 IN.EA 1.0 $3,150.00 $3,150.00 0.00 $0.00 4.12 4030-B-1336 PIPE APRON, CONCRETE, 36 IN.EA 2.0 $4,200.00 $8,400.00 0.80 $3,360.00 4.13 4030-B-1415 PIPE APRON, CMP, 15 IN.EA 2.0 $500.00 $1,000.00 0.00 $0.00 4.14 4040-A-1106 SUBDRAIN, PVC, 6 IN.LF 4277.0 $16.35 $69,928.95 0.00 $0.00 4.15 4040-C-1000 SUBDRAIN CLEANOUT, TYPE A-1 EA 13.0 $500.00 $6,500.00 0.00 $0.00 4.16 4040-D-1000 SUBDRAIN, OUTLET, CONNECTION TO INTAKE OR PIPE EA 31.0 $235.00 $7,285.00 0.00 $0.00 4.17 4040-E-1000 STORM SEWER SERVICE STUB, PVC, 4 IN.LF 42.0 $29.00 $1,218.00 0.00 $0.00 4.18 4060-B-1000 VIDEO INSPECTION OF STORM SEWER AND CULVERTS LS 1.0 $10,000.00 $10,000.00 0.00 $0.00 4.19 SPECIAL FIELD TILE AND FITTINGS, PVC, UNSPECIFIED DIA.LF 250.0 $9.00 $2,250.00 0.00 $0.00 DIVISION 5 - WATER MAIN AND APPURTENANCES 5.1 5010-A-1016 WATER MAIN, TRENCHED, PVC C900, DR18, 16 IN.LF 420.0 $48.00 $20,160.00 105.00 $5,040.00 5.2 5010-A-1016 WATER MAIN, TRENCHED, RESTRAINED JOINT, PVC C900, DR18, 6 IN.LF 73.0 $30.00 $2,190.00 0.00 $0.00 5.3 5010-A-1016 WATER MAIN, TRENCHED, RESTRAINED JOINT, PVC C900, DR18, 8 IN.LF 212.0 $42.00 $8,904.00 103.00 $4,326.00 5.4 5010-A-1016 WATER MAIN, TRENCHED, RESTRAINED JOINT, PVC C900, DR18, 16 IN.LF 485.0 $78.00 $37,830.00 100.00 $7,800.00 5.5 5020-C-1000 WATER MAIN FITTINGS LBS 4379.0 $8.00 $35,032.00 435.00 $3,480.00 5.6 5020-C-1000 WATER SERVICE STUB, COPPER, 1 IN.EA 7.0 $2,600.00 $18,200.00 1.00 $2,600.00 5.7 5020-C-1000 VALVE, GATE, 6 IN.EA 3.0 $1,100.00 $3,300.00 0.00 $0.00 5.8 5020-C-1000 VALVE, GATE, 8 IN.EA 4.0 $1,500.00 $6,000.00 2.00 $3,000.00 5.9 5020-C-1000 VALVE, GATE, 16 IN.EA 5.0 $6,400.00 $32,000.00 1.00 $6,400.00 5.10 5020-C-1000 REMOVE AND REINSTALL VALVE, 8 IN.EA 1.0 $4,300.00 $4,300.00 0.00 $0.00 BID ITEMS Item No.Item Code Description Unit Estimated Completion Date 9/30/2022 Alliance Construction Group, LLC 3000 SW Grimes Blvd, Unit 800 Grimes, Iowa 50111 Pay Period End Date 7/31/2021 Pay Estimate Number 4 Date 8/1/2021 Foth Infrastructure & Environment 8191 Birchwood Court, Ste L Johnston, IA 50131 Phone (515) 254-1393 Fax (515) 254-1642 Project No.0019W019.01 Purchase Order 0 Orig. Contract Amount and Date 2/22/2021 PAY ESTIMATE 4 Waukee Public Works Department 805 University Avenue Waukee, IA 50263 Phone (515) 978-7920 Fax (515) 987-3979 Project Title SE Ashworth Road Corridor Improvements Page 1 Est.Unit Extended Quantity Value Qty.Price Price Completed Completed BID ITEMS Item No.Item Code Description Unit 5.11 5020-C-1000 REMOVE AND REINSTALL VALVE, 16 IN.EA 1.0 $4,500.00 $4,500.00 0.00 $0.00 5.12 5020-C-1000 FIRE HYDRANT ASSEMBLY EA 3.0 $4,600.00 $13,800.00 1.00 $4,600.00 5.13 5020-C-1000 RELOCATE HYDRANT ASSEMBLY EA 3.0 $1,400.00 $4,200.00 1.00 $1,400.00 5.14 5020-I-1000 FIRE HYDRANT ASSEMBLY REMOVAL EA 1.0 $4,100.00 $4,100.00 0.00 $0.00 5.15 5020-C-1000 HORIZONTAL RELOCATION OF WATER MAIN, 16 IN.EA 1.0 $15,500.00 $15,500.00 0.00 $0.00 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER 6.1 6010-A-1348 MANHOLE, SANITARY SEWER, SW-301, 48 IN.EA 4.0 $5,900.00 $23,600.00 1.05 $6,195.00 6.2 6010-A-1548 MANHOLE, STORM SEWER, SW-401, 48 IN.EA 3.0 $3,200.00 $9,600.00 0.00 $0.00 6.3 6010-A-1560 MANHOLE, STORM SEWER, SW-401, 60 IN.EA 3.0 $5,000.00 $15,000.00 0.00 $0.00 6.4 6010-A-1584 MANHOLE, STORM SEWER, SW-401, 84 IN.EA 1.0 $10,200.00 $10,200.00 0.80 $8,160.00 6.5 6010-B-1501 INTAKE, SW-501, SINGLE GRATE EA 3.0 $2,800.00 $8,400.00 0.00 $0.00 6.6 6010-B-1501 INTAKE, SW-501, SINGLE GRATE, MOD 1 EA 1.0 $4,100.00 $4,100.00 0.00 $0.00 6.7 6010-B-1503 INTAKE, SW-503, SINGLE GRATE WITH MANHOLE EA 1.0 $4,300.00 $4,300.00 0.00 $0.00 6.8 6010-B-1503 INTAKE, SW-503, SINGLE GRATE WITH MANHOLE, MOD 1 EA 3.0 $9,200.00 $27,600.00 0.00 $0.00 6.9 6010-B-1505 INTAKE, SW-505, DOUBLE GRATE EA 5.0 $2,200.00 $11,000.00 0.00 $0.00 6.10 6010-B-1505 INTAKE, SW-505, DOUBLE GRATE, MOD 1 EA 1.0 $7,000.00 $7,000.00 0.00 $0.00 6.11 6010-B-1506 INTAKE, SW-506, DOUBLE GRATE WITH MANHOLE EA 5.0 $7,500.00 $37,500.00 0.00 $0.00 6.12 6010-B-1506 INTAKE, SW-506, DOUBLE GRATE WITH MANHOLE, MOD 1 EA 1.0 $13,000.00 $13,000.00 0.00 $0.00 6.13 6010-B-1511 INTAKE, SW-511, RECTANGULAR AREA INTAKE EA 1.0 $2,500.00 $2,500.00 0.00 $0.00 6.14 6010-B-1512 INTAKE, CIRCULAR AREA, SW-512, 24 IN.EA 2.0 $2,200.00 $4,400.00 0.00 $0.00 6.15 6010-E-1000 INTAKE ADJUSTMENT, MINOR EA 2.0 $750.00 $1,500.00 0.00 $0.00 DIVISION 7 - STREETS AND RELATED WORK 7.1 7010-A-1108 PAVEMENT, PCC, CLASS C, 8 IN.SY 3593.0 $60.00 $215,580.00 0.00 $0.00 7.2 7010-A-1110 PAVEMENT, PCC, CLASS C-SUD, 10 IN.SY 20676.0 $65.25 $1,349,109.00 0.00 $0.00 7.3 7010-G-1000 CONCRETE MEDIAN, CAPPED, 6 IN.SY 1416.0 $65.00 $92,040.00 0.00 $0.00 7.4 7010-I-1000 PCC PAVEMENT SAMPLES AND TESTING LS 1.0 $9,000.00 $9,000.00 0.00 $0.00 7.5 7010-J-1000 GRANULAR SURFACING, CLASS-A CRUSHED STONE, 6 IN.TON 1112.0 $30.00 $33,360.00 0.00 $0.00 7.6 7030-A-1020 REMOVAL OF SIDEWALK, SHARED USE PATH OR DRIVEWAY SY 892.0 $10.00 $8,920.00 446.00 $4,460.00 7.7 7030-C-1006 SHARED USE PATH, PCC, 6 IN.SY 1392.0 $40.00 $55,680.00 0.00 $0.00 7.8 7030-D-1000 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH SY 2146.0 $3.00 $6,438.00 0.00 $0.00 7.9 7030-E-1004 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH SY 350.0 $41.00 $14,350.00 0.00 $0.00 7.10 7030-E-1006 SIDEWALK, PCC, 4 IN.SY 387.0 $66.00 $25,542.00 0.00 $0.00 7.11 7030-E-1008 SIDEWALK, PCC, REINFORCED, 8 IN.SY 1.8 $575.00 $1,035.00 0.00 $0.00 7.12 7030-G-1000 DETECTABLE WARNING SF 284.0 $50.00 $14,200.00 0.00 $0.00 7.13 7030-H-1070 DRIVEWAY, PCC, 7 IN.SY 569.9 $56.00 $31,914.40 0.00 $0.00 7.14 7030-H-1080 DRIVEWAY, PCC, 8 IN.SY 533.0 $61.00 $32,513.00 0.00 $0.00 7.15 7040-H-1000 PAVEMENT REMOVAL SY 10534.2 $6.00 $63,205.20 4740.39 $28,442.34 7.16 SPECIAL TEMPORARY PAVEMENT, HMA OR PCC, 8 IN.SY 890.0 $53.00 $47,170.00 0.00 $0.00 DIVISION 8 - TRAFFIC SIGNALS AND TRAFFIC CONTROL CO 8.1 8010-A-999 ELECTRIC SERVICE MOBILIZATION LS 1.0 $5,950.10 $5,950.10 0.00 $0.00 8.1 8010-A-1000 TRAFFIC SIGNAL MODIFICATION LS 1.0 $92,000.00 $92,000.00 0.00 $0.00 8.2 8020-C-1000 PAINTED PAVEMENT MARKINGS, DURABLE STA 240.1 $89.00 $21,368.90 0.00 $0.00 8.3 8020-F-1000 WET, RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 60.8 $210.00 $12,768.00 0.00 $0.00 8.4 8020-G-2000 PAINTED SYMBOLS AND LEGENDS, DURABLE EA 36.0 $130.00 $4,680.00 0.00 $0.00 8.5 8020-M-1000 GROOVES CUT FOR PAVEMENT MARKINGS STA 240.1 $50.00 $12,005.00 0.00 $0.00 8.6 8020-N-1000 GROOVES CUT FOR SYMBOLS AND LEGENDS EA 36.0 $100.00 $3,600.00 0.00 $0.00 8.7 8030-D-1000 TRAFFIC CONTROL LS 1.0 $43,500.00 $43,500.00 0.15 $6,525.00 8.8 SPECIAL POSTS FOR SIGNS, STEEL EA 16.0 $200.00 $3,200.00 0.00 $0.00 8.9 SPECIAL TYPE A SIGNS SF 242.6 $25.00 $6,065.00 0.00 $0.00 8.10 SPECIAL REMOVAL OF SIGNS EA 5.0 $100.00 $500.00 0.00 $0.00 8.11 SPECIAL REMOVE AND REINSTALL SIGN AS PER PLAN EA 1.0 $200.00 $200.00 0.00 $0.00 8.12 SPECIAL PORTABLE DYNAMIC MESSAGE SIGNS CDAY 48.0 $120.00 $5,760.00 0.00 $0.00 8.13 SPECIAL JOINT UTILITY TRENCH LF 1640.0 $40.00 $65,600.00 1640.00 $65,600.00 8.14 SPECIAL JOINT UTILITY CONDUIT BORE LF 805.0 $48.00 $38,640.00 805.00 $38,640.00 8.15 SPECIAL CONDUIT, 4 IN., JOINT UTILITY TRENCH LF 4885.0 $5.75 $28,088.75 4885.00 $28,088.75 8.16 SPECIAL CONDUIT, 2 IN., HPDE, SDR 13.5, JOINT UTILITY TRENCH LF 24340.0 $1.70 $41,378.00 24240.00 $41,208.00 8.17 SPECIAL HANDHOLE, INSTALL ONLY, ALL TYPES EA 9.0 $425.00 $3,825.00 9.00 $3,825.00 8.18 SPECIAL HANDHOLE, TYPE I, FURNISH AND INSTALL EA 28.0 $920.00 $25,760.00 28.00 $25,760.00 8.19 SPECIAL HANDHOLE, TYPE IV, FURNISH AND INSTALL EA 5.0 $1,525.00 $7,625.00 9.00 $13,725.00 8.20 SPECIAL 72SM FIBER OPTIC CABLE LF 3595.0 $2.30 $8,268.50 0.00 $0.00 8.21 SPECIAL TRACER WIRE LF 2545.0 $0.75 $1,908.75 2545.00 $1,908.75 Page 2 Est.Unit Extended Quantity Value Qty.Price Price Completed Completed BID ITEMS Item No.Item Code Description Unit 8.22 SPECIAL PULL ROPE LF 30580.0 $0.25 $7,645.00 30580.00 $7,645.00 8.23 SPECIAL FIBER TERMINATIONS EA 16.0 $250.00 $4,000.00 0.00 $0.00 8.24 SPECIAL TEMPORARY SIGNAL LS 1.0 $20,000.00 $20,000.00 0.00 $0.00 DIVISION 9 - SITE WORK AND LANDSCAPING 9.1 9010-A-1100 CONVENTIONAL SEEDING & FERTILIZING, TYPE 1 (PERMANENT LAWN MIXTURE)AC 5.5 $925.00 $5,087.50 0.00 $0.00 9.2 9010-A-1200 CONVENTIONAL SEEDING & FERTILIZING, TYPE 2 (PERMANENT COOL-SEASON MIX)AC 4.2 $525.00 $2,205.00 0.00 $0.00 9.3 9010-A-1400 CONVENTIONAL SEEDING, TYPE 4 (URBAN TEMPORARY EROSION CONTROL MIXTURE)AC 9.7 $250.00 $2,425.00 0.00 $0.00 9.4 9040-A-2000 SWPPP PREPARATION AND MANAGEMENT LS 1.0 $3,500.00 $3,500.00 0.00 $0.00 9.5 9040-D-1012 FILTER SOCKS, 12 IN.LF 5700.0 $2.25 $12,825.00 0.00 $0.00 9.6 9040-D-2000 FILTER SOCKS, REMOVAL LF 5700.0 $0.50 $2,850.00 0.00 $0.00 9.7 9040-E-1000 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP), TYPE 3B SY 306.0 $1.75 $535.50 0.00 $0.00 9.8 9040-J-1400 RIP RAP, CLASS E TON 120.0 $64.00 $7,680.00 0.00 $0.00 9.9 9040-J-1500 EROSION STONE TON 46.0 $50.00 $2,300.00 0.00 $0.00 9.10 9040-N-1000 SILT FENCE OR SILT FENCE DITCH CHECK LF 5791.0 $1.50 $8,686.50 2740.00 $4,110.00 9.11 9040-N-2000 SILT FENCE OR SILT FENCE DITCH CHECK, REMOVAL OF SEDIMENT LF 579.1 $0.10 $57.91 0.00 $0.00 9.12 9040-N-3000 SILT FENCE OR SILT FENCE DITCH CHECK, REMOVAL OF DEVICE LF 5791.0 $0.10 $579.10 0.00 $0.00 9.13 9040-Q-1000 EROSION CONTROL MULCHING, CONVENTIONAL AC 9.7 $500.00 $4,850.00 0.00 $0.00 9.14 9040-Q-2000 EROSION CONTROL MULCHING, HYDROMULCHING AC 9.7 $2,200.00 $21,340.00 0.00 $0.00 9.15 9040-T-1000 INLET PROTECTION DEVICE, DROP-IN TYPE EA 20.0 $175.00 $3,500.00 0.00 $0.00 9.16 9040-T-2000 INLET PROTECTION DEVICE, MAINTENANCE EA 20.0 $50.00 $1,000.00 0.00 $0.00 DIVISION 11 - MISCELLANEOUS 11.1 11010-A-1000 CONSTRUCTION SURVEY LS 1.0 $30,000.00 $30,000.00 0.20 $6,000.00 11.2 11020-A-1000 MOBILIZATION LS 1.0 $167,000.00 $167,000.00 0.35 $58,450.00 11.3 11030-A-1000 MAINTENANCE OF POSTAL SERVICE LS 1.0 $3,000.00 $3,000.00 0.00 $0.00 11.4 SPECIAL LIGHTING POLES EA 16.0 $7,300.00 $116,800.00 0.00 $0.00 11.5 SPECIAL REMOVE AND REINSTALL LIGHTING POLES EA 2.0 $1,400.00 $2,800.00 0.00 $0.00 11.6 SPECIAL ELECTRICAL CIRCUITS LF 6023.0 $9.10 $54,809.30 0.00 $0.00 11.7 SPECIAL HANDHOLES AND JUNCTION BOXES, TYPE III EA 5.0 $1,125.00 $5,625.00 0.00 $0.00 11.8 SPECIAL CONTROL CABINET EA 2.0 $8,900.00 $17,800.00 0.00 $0.00 TOTAL $4,516,136.11 $542,867.78 Page 3 # of Units Unit Price Extended Cost $0.00 Date:Date:Date: Name: Ryan McKinney Name: Andy Floy Name: Tim Moerman Title: Project Manager Title: Lead Civil Engineer Title: City Administrator Foth Infrastructure City of Waukee Signature: Signature: Signature: Total Previously Approved $408,405.48 Amount Due This Request $107,318.91 The amount $107,318.91 is recommended for approval for payment in accordance with the terms of the contract Contractor Engineer Owner Pay Request 10 Percent Complete 12.0% Percent of Contract Period Utilized 27.2% Total Previously Approved (list each) Pay Request 1 $136,234.75 Pay Request 2 $147,720.25 Pay Request 8 Pay Request 9 Pay Request 6 Pay Request 7 Pay Request 4 Pay Request 5 Pay Request 3 $124,450.48 Materials Stored $0.00 Retainage (5%)$27,143.39 Total Earned Less Retainage $515,724.39 Revised Contract Price $4,516,136.11 $542,867.78 Contract Price $4,510,016.01 $542,867.78 Approved Change Order 1 $6,120.10 Approved Change Order 2 $0.00 Approved Change Order 3 $0.00 TOTAL PAY REQUEST SUMMARY Total Approved Total Completed MATERIALS STORED SUMMARY Description Page 4