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HomeMy WebLinkAbout2020-07-20-I01N NW 10th Street Improvements, W Hickman to NW Douglas Pkwy_Pmt Est 8AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 20, 2020 AGENDA ITEM:Consideration of approval of Partial Payment Estimate No. 8 to Absolute Concrete Construction, Inc. for the NW 10th Street Improvements Project, West Hickman Road to NW Douglas Parkway, in the amount of $778,187.03. FORMAT:Motion SYNOPSIS INCLUDING PRO & CON: Absolute Concrete Construction, Inc. requested Payment Estimate No. 8 for the work completed on the NW 10th Street Improvements Project, West Hickman Road to NW Douglas Parkway, in the amount of $778,187.03. Foth Engineering has reviewed the payment estimate and recommends payment. The partial payment is for the pay period ending June 30, 2020. Work completed for this pay estimate includes topsoil, excavation, subgrade prep, removal of pipe culverts, storm sewer, subdrain, water main, pavement removal, traffic control, and reinforcing steel. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $778,187.03 COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 8 ATTACHMENTS: I. Partial Payment No. 8 II. Letter of Recommendation PREPARED BY:Beth Richardson REVIEWED BY:Sara Kappos SKK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: I1N 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254-1393 Fax: (515) 254-1642 July 14, 2020 Sara Kappos Assistant Director of Public Works 805 University Avenue Waukee, IA 50263 RE: Pay Request #8 NW 10th Street Improvements West Hickman Road to NW Douglas Parkway Dear Ms. Kappos: Attached please find a detailed Pay Request for City Council approval on July 20, 2020. Submitted Quantity Item No. Description Unit Quantity 2.2 Topsoil, On Site CY 2682 2.4 Excavation, Class 10, Roadway & Borrow CY 13518 2.6 Subgrade Prep, 12in SY 7288.89 2.8 Removal Of Pipe Culvert Less Than Or Equal To 36in LF 240.50 2.9 Removal Of Pipe Culvert Greater T han 36in LF 137 4.4 Storm Sewer, Trenched, RCP, Class III, 24in LF 265.50 4.5 Storm Sewer, Trenched, RCP, Class III,30in LF 78 4.7 Storm Sewer, Trenched, RCP, Class III, 42in LF 96 4.11 Storm Sewer, Trenched, RCP, Class V, 15in LF 447 4.12 Storm Sewer, Trenched, RCP, Class V, 18in LF 36 4.13 Strom Sewer, Trenched, RCP, Class IV, 65x40in LF 17 4.15 Pipe Apron With Footing And Apron Guard, Concrete, 15in EA 0.50 4.16 Pipe Apron With Footing And Apron Guard, Concrete, 18in EA 0.50 4.17 Subdrain, PVC, Case B, 6in LF 1470 4.18 Subdrain Cleanout, Type A-1 EA 9 4.19 Subdrain Outlet/Connection EA 11 4.21 Field Tile And Fittings, PVC, Unspecified Dia. LF 165.50 5.1 Water Main, Trenched, PVC 9000, DR18, 8in. LF 449 Ltr8-2020-0714-NW10th Street Improvements-Recommend PayApp8.docx 2 5.5 Fittings LB 359 5.7 Valve, Gate, 8in EA 2 5.9 Fire Hydrant Assembly EA 2 5.11 Relocate Fire Hydrant Assembly EA 2 6.2 Manhole, Storm Sewer, SW-401, 60in EA 0.50 6.4 Manhole, Storm Sewer, SW-402 (9x4) EA 0.10 6.5 Manhole, Storm Sewer, SW-405, 48in EA 0.30 6.9 Intake, Circular Sin le Grate, SW-502 48in EA 0.75 6.11 Intake, Double Grate, SW-505 EA 4.5 6.12 Intake, Double Grate, SW-505 Mod1 EA 0.75 6.13 Intake, Double Grate with Manhole, SW-506 EA 0.75 6.17 Intake, Circular Area, SW-512 (24”) With SW-604 Type 5 Casting EA 0.75 7.19 Pavement Removal SY 2418.14 8.1 Traffic Signal LS 0.60 8.14 Traffic Control LS 0.05 8.16 Conduit, 4 Inch-Joint Utility Trench LF 197 8.17 Conduit, HDPE, SDR 13.5, 2 Inch - Joint Utility Trench LF 1851.70 8.18 Handhole, Type I, Furnish And Install EA 10 8.20 Joint Utility Trench LF 189 9.2 Conventional Seeding & Fertilizing, Type 2 (Permanent Cool - Season Mix) AC 2.37 9.4 SWPPP Preparation and Management LS 0.05 9.10 Silt Fence or Silt Fence Ditch Check LF 183 9.14 Erosion Control Mulching, Hydromulching AC 2.37 11.1 Construction Survey LS 0.05 12.1 Floodable Backfill CY 175 12.2 Excavation, Class 20 CY 3430 12.3 Structural Concrete RCB CY 344.10 12.4 Reinforcing Steel LB 69199 12.8 Granular Bedding TON 194.35 CO1.1 Handhole, Type IV, Install Only EA 2 Ltr8-2020-0714-NW10th Street Improvements-Recommend PayApp8.docx 3 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 Absolute Concrete Construction, Inc. of Slater, Iowa in the a mount of $778,187.03 for the work completed to date. Please let me know if you have any questions or need additional information. Sincerely, Foth Infrastructure and Environment, LLC Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #8 dated 07/14/20 8 Waukee Public Works Department 805 University Avenue Wauke, IA 50263 Phone (515) 978-7920 Fax (515) 987-3979 Contractor: $9,845,649.70 PO Box 148 Item Est.Unit Extended Quantity Value No.Qty.Price Price Completed Completed DIVISION 2 - EARTHWORK, SUBGRADE AND SUBBASE 2.1 2010-B-1000 CLEARING & GRUBBING AC 22.5 $490.00 $11,025.00 22.50 $11,025.00 2.2 2010-D-1000 TOPSOIL, ON SITE CY 13275.0 $6.00 $79,650.00 2682.00 $16,092.00 2.3 2010-D-3000 TOPSOIL, WASTE CY 692.0 $17.00 $11,764.00 0.00 $0.00 2.4 2010-E-1010 EXCAVATION, CLASS 10, ROADWAY & BORROW CY 67631.0 $3.50 $236,708.50 17764.00 $62,174.00 2.5 2010-F-1000 BELOW GRADE EXCAVATION, CORE OUT CY 2607.4 $7.75 $20,207.35 0.00 $0.00 2.6 2010-G-1012 SUBGRADE PREPARATION, 12 IN.SY 56132.0 $2.50 $140,330.00 7288.89 $18,222.22 2.7 2010-I-1006 SUBBASE, MODIFIED, 6 IN.SY 56132.0 $6.25 $350,825.00 0.00 $0.00 2.8 2010-J-2200 REMOVAL OF PIPE CULVERT LESS THAN OR EQUAL TO 36 IN.LF 1822.0 $27.50 $50,105.00 356.50 $9,803.75 2.9 2010-J-2300 REMOVAL OF PIPE CULVERT GREATER THAN 36 IN.LF 137.0 $26.50 $3,630.50 157.00 $4,160.50 DIVISION 4 - SEWERS AND DRAINS 4.1 4010-A-1108 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC, 8 IN.LF 248.0 $130.25 $32,302.00 248.00 $32,302.00 4.2 4010-E-1104 SANITARY SEWER SERVICE STUB, PVC, 4 IN.LF 250.0 $25.50 $6,375.00 0.00 $0.00 4.3 4010-I-1000 SANITARY SEWER CLEANOUT EA 1.0 $840.00 $840.00 0.00 $0.00 4.4 4020-A-1324 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN.LF 1615.0 $48.50 $78,327.50 441.50 $21,412.75 4.5 4020-A-1330 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN.LF 306.0 $64.50 $19,737.00 306.00 $19,737.00 4.6 4020-A-1336 STORM SEWER, TRENCHED, RCP, CLASS III, 36 IN.LF 262.0 $86.00 $22,532.00 0.00 $0.00 4.7 4020-A-1342 STORM SEWER, TRENCHED, RCP, CLASS III, 42 IN.LF 1000.0 $137.50 $137,500.00 544.00 $74,800.00 4.8 4020-A-1348 STORM SEWER, TRENCHED, RCP, CLASS III, 48 IN.LF 659.0 $151.50 $99,838.50 637.00 $96,505.50 4.9 4020-A-1436 STORM SEWER, TRENCHED, RCP, CLASS IV, 36 IN.LF 272.0 $89.50 $24,344.00 0.00 $0.00 4.10 4020-A-1442 STORM SEWER, TRENCHED, RCP, CLASS IV, 42 IN.LF 702.0 $136.25 $95,647.50 0.00 $0.00 4.11 4020-A-1515 STORM SEWER, TRENCHED, RCP, CLASS V, 15 IN.LF 2434.0 $38.00 $92,492.00 1279.00 $48,602.00 4.12 4020-A-1518 STORM SEWER, TRENCHED, RCP, CLASS V, 18 IN.LF 235.0 $43.00 $10,105.00 198.00 $8,514.00 4.13 4020-A-1865 STORM SEWER, TRENCHED, RCAP, CLASS IV, 65X40 IN.LF 125.0 $435.00 $54,375.00 125.00 $54,375.00 4.14 4030-B-1315 PIPE APRON WITH FOOTHING AND APRON GUARD, CONCRETE, 15 IN.EA 1.0 $2,745.00 $2,745.00 0.50 $1,372.50 4.15 4030-B-1318 PIPE APRON WITH FOOTING AND APRON GUARD, CONCRETE, 18 IN. EA 2.0 $2,925.00 $5,850.00 1.25 $3,656.25 4.16 4030-B-1324 PIPE APRON WITH FOOTING AND APRON GUARD, CONCRETE, 24 IN. EA 3.0 $3,455.00 $10,365.00 0.00 $0.00 4.17 4040-A-1106 SUBDRAIN, PVC, CASE B, 6 IN.LF 10792.0 $12.25 $132,202.00 1470.00 $18,007.50 4.18 4040-C-1000 SUBDRAIN CLEANOUT, TYPE A-1 EA 25.0 $565.00 $14,125.00 9.00 $5,085.00 4.19 4040-D-1000 SUBDRAIN OUTLET/CONNECTION EA 86.0 $326.25 $28,057.50 11.00 $3,588.75 4.20 4060-B-1000 VIDEO INSPECTION OF STORM SEWER AND CULVERTS LS 1.0 $16,500.00 $16,500.00 0.02 $330.00 4.21 SPECIAL FIELD TILE AND FITTINGS, PVC, UNSPECIFIED DIA.LF 1000.0 $24.60 $24,600.00 471.30 $11,593.98 19W003.00 1000 West 6th Avenue Slater, Iowa 50244 DescriptionItem Code 6/30/2020 Absolute Concrete Construction, Inc. Project Title BID ITEMS Unit Project No. Purchace Order Orig. Contract Amount and Date Estimated Completion Date Pay Period End Date Pay Request Number Date LOGO HERE 7/9/2020 5/17/2021 NW 10th Street Improvements W Hickman Road to NW Douglas Parkway PAY REQUEST 8 11/5/2019 c:\pw_workdir\pw_ie\jcd\d0383336\PR8-2020-0709-NW 10th Street Improvements.xlsm PR8-2020-0709-NW 10th Street Improvements.xlsm Page 1 of 5 DIVISION 5 - WATER MAIN AND APPURTENANCES 5.1 5010-A-1008 WATER MAIN, TRENCHED, PVC C900, DR18, 8 IN.LF 2098.0 $16.25 $34,092.50 1951.50 $31,711.88 5.2 5010-A-1012 WATER MAIN, TRENCHED, PVC C900, DR18, 12 IN.LF 66.0 $35.00 $2,310.00 0.00 $0.00 5.3 5010-A-1108 WATER MAIN, TRENCHED, RESTRAINED JOINT, PVC C900, DR18, 8 IN.LF 235.0 $28.00 $6,580.00 166.00 $4,648.00 5.4 5010-A-1112 WATER MAIN, TRENCHED, RESTRAINED JOINT, PVC C900, DR18, 12 IN.LF 61.0 $61.00 $3,721.00 0.00 $0.00 5.5 5010-C-2000 FITTINGS LB 1511.0 $11.50 $17,376.50 1097.00 $12,615.50 5.6 5010-D-1002 WATER SERVICE STUB, COPPER, 1 IN.EA 1.0 $1,280.00 $1,280.00 0.00 $0.00 5.7 5020-A-1008 VALVE, GATE, 8 IN.EA 7.0 $1,550.00 $10,850.00 7.00 $10,850.00 5.8 5020-B-1012 TAPPING VALVE ASSEMBLY, 12 IN.EA 2.0 $5,450.00 $10,900.00 1.00 $5,450.00 5.9 5020-C-1000 FIRE HYDRANT ASSEMBLY EA 8.0 $4,625.00 $37,000.00 8.00 $37,000.00 5.10 5020-H-1000 FIRE HYDRANT ADJUSTMENT EA 4.0 $1,175.00 $4,700.00 0.00 $0.00 5.11 5020-C-2000 RELOCATE FIRE HYDRANT ASSEMBLY EA 3.0 $1,150.00 $3,450.00 3.00 $3,450.00 5.12 SPECIAL VALVE BOX ADJUSTMENT, MINOR EA 11.0 $150.00 $1,650.00 0.00 $0.00 5.13 SPECIAL VERTICAL ADJUSTMENT OF WATER MAIN LS 1.0 $4,250.00 $4,250.00 0.00 $0.00 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER 6.1 6010-A-1548 MANHOLE, STORM SEWER, SW-401, 48 IN.EA 2.0 $3,775.00 $7,550.00 0.00 $0.00 6.2 6010-A-1560 MANHOLE, STORM SEWER, SW-401, 60 IN.EA 2.0 $6,225.00 $12,450.00 0.50 $3,112.50 6.3 6010-A-1600 MANHOLE, STORM SEWER, SW-402 (9'x6')EA 2.0 $15,565.00 $31,130.00 0.75 $11,673.75 6.4 6010-A-1600 MANHOLE, STORM SEWER, SW-402 (9'x4')EA 1.0 $19,700.00 $19,700.00 0.85 $16,745.00 6.5 6010-A-1948 MANHOLE, STORM SEWER, SW-405, 48 IN.EA 9.0 $7,700.00 $69,300.00 5.58 $42,927.50 6.6 SPECIAL MANHOLE, STORM SEWER, SW-405, 48 IN. WITH SW-604 TYPE 5 CASTING EA 1.0 $9,800.00 $9,800.00 0.00 $0.00 6.7 6010-A-30148 MANHOLE, SANITARY SEWER, SW-301, 48 IN.EA 2.0 $11,075.00 $22,150.00 1.50 $16,612.50 6.8 6010-B-1501 INTAKE, SINGLE GRATE, SW-501 EA 2.0 $2,875.00 $5,750.00 0.75 $2,156.25 6.9 6010-B-1502 INTAKE, CIRCULAR SINGLE GRATE, SW-502 (48")EA 6.0 $3,305.00 $19,830.00 3.75 $12,393.75 6.10 6010-B-1503 INTAKE, SINGLE GRATE WITH MANHOLE, SW-503 EA 1.0 $3,800.00 $3,800.00 0.00 $0.00 6.11 6010-B-1505 INTAKE, DOUBLE GRATE, SW-505 EA 27.0 $4,530.00 $122,310.00 7.50 $33,975.00 6.12 6010-B-1505 INTAKE, DOUBLE GRATE, SW-505 MOD1 EA 1.0 $7,955.00 $7,955.00 0.75 $5,966.25 6.13 6010-B-1506 INTAKE, DOUBLE GRATE WITH MANHOLE, SW-506 EA 10.0 $7,160.00 $71,600.00 3.75 $26,850.00 6.14 6010-B-1506 INTAKE, DOUBLE GRATE WITH MANHOLE, SW-506 MOD2 EA 1.0 $9,905.00 $9,905.00 0.00 $0.00 6.15 6010-B-1506 INTAKE, DOUBLE GRATE WITH MANHOLE, SW-506 MOD4 EA 1.0 $19,040.00 $19,040.00 0.75 $14,280.00 6.16 6010-B-1507 INTAKE, OPEN THROAT, SW-507 EA 1.0 $2,800.00 $2,800.00 0.00 $0.00 6.17 6010-B-1512 INTAKE, CIRCULAR AREA, SW-512 (24") WITH SW-604 TYPE 5 CASTING EA 3.0 $1,820.00 $5,460.00 0.75 $1,365.00 6.18 6010-B-1513 INTAKE, OPEN-SIDED AREA, SW-513 (6'x6'), OPEN 4 SIDES EA 1.0 $6,985.00 $6,985.00 0.00 $0.00 6.19 6010-E-1000 MANHOLE ADJUSTMENT, MINOR EA 5.0 $1,930.50 $9,652.50 0.00 $0.00 6.20 6010-F-1000 MANHOLE ADJUSTMENT, MAJOR EA 3.0 $2,888.00 $8,664.00 0.00 $0.00 6.21 6010-G-1000 CONNECTION TO EXISTING MANHOLE OR STRUCTURE EA 4.0 $3,275.00 $13,100.00 0.00 $0.00 6.22 6010-H-1050 REMOVE INTAKE EA 2.0 $450.00 $900.00 0.00 $0.00 DIVISION 7 - STREETS & RELATED WORK 7.1 7010-A-1070 PAVEMENT, PCC, CLASS C-SUD, 7 IN.SY 102.0 $100.00 $10,200.00 0.00 $0.00 7.2 7010-A-1090 PAVEMENT, PCC, CLASS C-SUD, 9 IN.SY 16697.0 $58.00 $968,426.00 0.00 $0.00 7.3 7010-A-1090 PAVEMENT, PCC, CLASS C-SUD, 9 IN., STAINED SY 378.0 $135.00 $51,030.00 0.00 $0.00 7.4 7010-A-1100 PAVEMENT, PCC, CLASS C-SUD, 10 IN.SY 32244.0 $63.50 $2,047,494.00 0.00 $0.00 7.5 7010-E-1000 CURB AND GUTTER, 1.5 FT LF 111.0 $44.00 $4,884.00 0.00 $0.00 7.6 7010-G-1000 CONCRETE MEDIAN, CAPPED, 6 IN.SY 603.0 $80.00 $48,240.00 0.00 $0.00 7.7 7010-I-1000 PCC PAVEMENT SAMPLES & TESTING LS 1.0 $30,000.00 $30,000.00 0.00 $0.00 7.8 7010-J-1000 GRANULAR SURFACING, CLASS A CRUSHED STONE, 6 IN. DEPTH TON 159.0 $27.50 $4,372.50 0.00 $0.00 7.9 7010-J-1000 TEMPORARY GRANULAR SURFACING, CLASS A CRUSED STONE, VARYING DEPTHTON 2508.3 $47.00 $117,890.10 2093.21 $98,380.87 7.10 7010-K-1080 PAVEMENT WIDENING, PCC, CLASS C, 8 IN.SY 1187.0 $85.00 $100,895.00 0.00 $0.00 c:\pw_workdir\pw_ie\jcd\d0383336\PR8-2020-0709-NW 10th Street Improvements.xlsm PR8-2020-0709-NW 10th Street Improvements.xlsm Page 2 of 5 7.11 7030-A-1020 REMOVAL OF SIDEWALK, SHARED USE PATH OR DRIVEWAY SY 807.0 $6.00 $4,842.00 0.00 $0.00 7.12 7030-C-1006 SHARED USE PATH, PCC, 6 IN.SY 5490.0 $42.50 $233,325.00 0.00 $0.00 7.13 7030-D-1000 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH SY 7598.0 $2.50 $18,995.00 0.00 $0.00 7.14 7030-E-1006 SIDEWALK, PCC, 6 IN.SY 104.0 $160.00 $16,640.00 0.00 $0.00 7.15 7030-G-1000 DETECTABLE WARNING SF 704.0 $42.50 $29,920.00 0.00 $0.00 7.16 7030-H-1070 DRIVEWAY, PAVED, PCC, 7 IN.SY 327.0 $95.00 $31,065.00 0.00 $0.00 7.17 7030-H-2000 DRIVEWAY, GRANULAR, 8 IN.TON 153.8 $27.50 $4,229.50 0.00 $0.00 7.18 7040-A-1000 FULL DEPTH PATCHES SY 345.0 $155.00 $53,475.00 0.00 $0.00 7.19 7040-H-1000 PAVEMENT REMOVAL SY 13372.0 $5.00 $66,860.00 7114.74 $35,573.70 7.20 SPECIAL CONTINUOUS TRENCH DRAIN (500-20)LF 35.0 $285.00 $9,975.00 0.00 $0.00 DIVISION 8 - TRAFFIC SIGNALS AND TRAFFIC CONTROL 8.1 8010-A-1000 TRAFFIC SIGNAL LS 1.0 $755,000.00 $755,000.00 0.06 $47,942.50 8.2 8010-A-2000 REMOVAL OF TRAFFIC SIGNALIZATION LS 1.0 $10,000.00 $10,000.00 0.00 $0.00 8.3 8010-B-2000 POSTS FOR SIGNS, STEEL EA 72.0 $100.00 $7,200.00 0.00 $0.00 8.4 8010-B-4000 TYPE A SIGNS SF 817.4 $15.00 $12,261.00 0.00 $0.00 8.5 8010-B-5010 REMOVE & REINSTALL SIGN AS PER PLAN EA 15.0 $150.00 $2,250.00 0.00 $0.00 8.6 8010-B-5020 REMOVE SIGN AS PER PLAN EA 6.0 $80.00 $480.00 1.00 $80.00 8.7 8010-D-1020 CHANGEABLE MESSAGE SIGNS, PORTABLE CDAY 150.0 $70.00 $10,500.00 0.00 $0.00 8.8 8020-B-1000 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 173.4 $20.00 $3,468.00 0.00 $0.00 8.9 8020-C-1000 PAINTED PAVEMENT MARKINGS, DURABLE STA 532.2 $80.00 $42,576.00 0.00 $0.00 8.10 8020-G-1000 PAINTED SYMBOLS AND LEGENDS EA 66.0 $130.00 $8,580.00 0.00 $0.00 8.11 8020-K-1000 PAVEMENT MARKINGS REMOVED STA 86.7 $25.00 $2,167.50 0.00 $0.00 8.12 8020-M-1000 GROOVES CUT FOR PAVEMENT MARKINGS STA 532.2 $42.00 $22,352.40 0.00 $0.00 8.13 8020-N-1000 GROOVES CUT FOR SYMBOLS AND LEGENDS EA 66.0 $100.00 $6,600.00 0.00 $0.00 8.14 8030-D-1000 TRAFFIC CONTROL LS 1.0 $35,000.00 $35,000.00 0.40 $14,000.00 8.15 SPECIAL 72SM FIBER OPTIC CABLE LF 6325.0 $6.00 $37,950.00 6325.00 $37,950.00 8.16 SPECIAL CONDUIT, 4 INCH - JOINT UTILITY TRENCH LF 10140.0 $9.20 $93,288.00 9939.66 $91,444.87 8.17 SPECIAL CONDUIT, HDPE, SDR 13.5, 2 INCH - JOINT UTILITY TRENCH LF 50765.0 $6.80 $345,202.00 50765.00 $345,202.00 8.18 SPECIAL HANDHOLE, TYPE I, FURNISH AND INSTALL EA 80.0 $1,320.00 $105,600.00 66.00 $87,120.00 8.19 SPECIAL HANDHOLE, TYPE IV, FURNISH AND INSTALL EA 3.0 $4,300.00 $12,900.00 4.00 $17,200.00 8.20 SPECIAL JOINT UTILITY TRENCH LF 5070.0 $35.00 $177,450.00 5070.00 $177,450.00 8.21 SPECIAL PULL ROPE LF 53300.0 $0.85 $45,305.00 53300.00 $45,305.00 8.22 SPECIAL TRACER WIRE LF 5390.0 $0.95 $5,120.50 5390.00 $5,120.50 DIVISION 9 - SITEWORK AND LANDSCAPING 9.1 9010-A-1100 CONVENTIONAL SEEDING & FERTILIZING, TYPE 1 (PERMANENT LAWN MIXTURE)AC 9.5 $1,350.00 $12,825.00 0.00 $0.00 9.2 9010-A-1200 CONVENTIONAL SEEDING & FERTILIZING, TYPE 2 (PERMANENT COOL-SEASON MIX)AC 8.5 $850.00 $7,225.00 2.37 $2,014.50 9.3 9010-A-1400 CONVENTIONAL SEEDING, TYPE 4 (URBAN TEMPORARY EROSION CONTROL MIXTURE)AC 27.3 $250.00 $6,825.00 0.00 $0.00 9.4 9040-A-2000 SWPPP PREPARATION AND MANAGEMENT LS 1.0 $4,250.00 $4,250.00 0.35 $1,487.50 9.5 9040-D-1012 FILTER SOCKS, 12 IN.LF 18830.0 $3.00 $56,490.00 1203.08 $3,609.24 9.6 9040-D-2000 FILTER SOCKS, REMOVAL LF 18830.0 $0.30 $5,649.00 0.00 $0.00 9.7 9040-E-1000 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP), TYPE 3B SF 6051.0 $1.75 $10,589.25 0.00 $0.00 9.8 9040-J-1400 RIP RAP, CLASS E TON 413.0 $64.50 $26,638.50 102.23 $6,593.84 9.9 9040-J-1500 EROSION STONE TON 54.5 $76.00 $4,142.00 0.00 $0.00 9.10 9040-N-1000 SILT FENCE OR SILT FENCE DITCH CHECK LF 20670.0 $1.50 $31,005.00 183.00 $274.50 9.11 9040-N-2000 SILT FENCE OR SILT FENCE DITCH CHECK, REMOVAL OF SEDIMENT LF 2067.0 $0.50 $1,033.50 0.00 $0.00 9.12 9040-N-3000 SILT FENCE OR SILT FENCE DITCH CHECK, REMOVAL OF DEVICE LF 20670.0 $0.05 $1,033.50 0.00 $0.00 9.13 9040-Q-1000 EROSION CONTROL MULCHING, CONVENTIONAL AC 27.3 $500.00 $13,650.00 0.00 $0.00 9.14 9040-Q-2000 EROSION CONTROL MULCHING, HYDROMULCHING AC 44.5 $2,700.00 $120,150.00 5.87 $15,849.00 9.15 9040-T-1000 INLET PROTECTION DEVICE, DROP-IN TYPE EA 94.0 $150.00 $14,100.00 0.00 $0.00 9.16 9040-T-2000 INLET PROTECTION DEVICE, MAINTENANCE EA 282.0 $50.00 $14,100.00 0.00 $0.00 9.17 9060-E-1000 REMOVAL OF FENCE LF 1120.0 $1.25 $1,400.00 0.00 $0.00 c:\pw_workdir\pw_ie\jcd\d0383336\PR8-2020-0709-NW 10th Street Improvements.xlsm PR8-2020-0709-NW 10th Street Improvements.xlsm Page 3 of 5 DIVISION 11 - MISCELLANEOUS 11.1 11010-A-1000 CONSTRUCTION SURVEY LS 1.0 $65,000.00 $65,000.00 0.35 $22,750.00 11.2 11020-A-1000 MOBILIZATION LS 1.0 $399,000.00 $399,000.00 0.50 $199,500.00 11.3 11030-A-1000 MAINTENANCE OF POSTAL SERVICE LS 1.0 $2,400.00 $2,400.00 0.00 $0.00 DIVISION 12 - STRUCTURES 12.1 2402-0425040 FLOODED BACKFILL CY 339.0 $55.00 $18,645.00 175.00 $9,625.00 12.2 2402-2720000 EXCAVATION, CLASS 20 CY 6150.0 $5.00 $30,750.00 5480.00 $27,400.00 12.3 2403-0100020 STRUCTURAL CONCRETE (RCB)CY 788.9 $560.00 $441,784.00 476.40 $266,784.00 12.4 2404-7775000 REINFORCING STEEL LB 142066.0 $1.10 $156,272.60 83459.00 $91,804.90 12.5 2414-6460000 ORNAMENTAL METAL RAILING LF 245.8 $125.00 $30,725.00 0.00 $0.00 12.6 2599-9999010 UNDERPASS LIGHTING LS 1.0 $12,500.00 $12,500.00 0.00 $0.00 12.7 2599-9999018 ANTI-GRAFITI COATING SY 698.0 $42.00 $29,316.00 0.00 $0.00 12.8 2599-9999020 GRANULAR BEDDING TON 647.0 $42.00 $27,174.00 370.00 $15,540.00 BID ALTERNATE #1 ALT1.1 EXCAVATION, CLASS 20 CY 40.0 $24.00 $960.00 40.00 $960.00 ALT1.2 STRUCTURAL CONCRETE (BRIDGE)CY 17.0 $900.00 $15,300.00 30.90 $27,810.00 ALT1.3 REINFORCING STEEL LB 2500.0 $2.00 $5,000.00 3250.00 $6,500.00 ALT1.4 STRUCTURAL STEEL LB 20000.0 $2.00 $40,000.00 20000.00 $40,000.00 ALT1.5 PRE-ENGINEERED STEEL TRUSS TRAIL BRDG, 100' X 15'LS 1.0 $185,000.00 $185,000.00 1.00 $185,000.00 ALT1.6 PILE, STEEL, HP 12x74 LF 240.0 $95.00 $22,800.00 240.00 $22,800.00 ALT1.7 ENGINEERING FABRIC SY 132.0 $6.00 $792.00 0.00 $0.00 ALT1.8 EROSION STONE TON 17.0 $60.00 $1,020.00 0.00 $0.00 ALT1.9 DEWATERING LS 1.0 $5,000.00 $5,000.00 1.00 $5,000.00 CHANGE ORDER 1 CO1.1 HANDHOLE, TYPE IV, INSTALL ONLY EA 14.0 $3,368.00 $47,152.00 14.00 $47,152.00 CO1.2 CEMENT STABILIZATION TON 150.0 $269.50 $40,425.00 148.01 $39,888.70 CO1.3 GEOGRID SY 4705.0 $2.20 $10,351.00 4549.11 $10,008.04 CO1.4 TEMPORARY GRANULAR SURFACING, CLASS A CRUSHED STONE, EXCESS OF BID ITEM TON 1000.0 $24.48 $24,480.00 0.00 $0.00 CO1.5 TRAFFIC SIGNAL DETECTOR CABLE UPGRADE TO CAT6E LS 1.0 $385.00 $385.00 0.00 $0.00 CO1.6 ADDITIONAL TRAFFIC CONTROL FOR DETOUR ROUTE SIGNAGE LS 1.0 $2,200.00 $2,200.00 1.00 $2,200.00 CO1.7 TIME AND MATERIAL FOR CORE OUT AND REPLACEMENT WITH SUITABLE BACKFILL ALONG A SECTION OF GAS MAIN SOUTH OF NW SUNRISE DRIVE LS 1.0 $31,210.71 $31,210.71 1.00 $31,210.71 # of Units Unit Price Extended Cost 1 $33,699.00 $33,699.00 2 $27,337.50 $54,675.00 1 $10,524.72 $10,524.72 5 $10,015.25 $50,076.25 2 $12,928.93 $25,857.86 1 $14,307.88 $14,307.88 $148,974.97 70ft mast arm 80ft mast arm TOTAL 60ft mast arm 65ft mast arm Gridsmart Detection Type 2 MATERIALS STORED SUMMARY TOTAL $10,001,853.41 $2,899,673.93 Gridsmart Detection Type 1 c:\pw_workdir\pw_ie\jcd\d0383336\PR8-2020-0709-NW 10th Street Improvements.xlsm PR8-2020-0709-NW 10th Street Improvements.xlsm Page 4 of 5 5.0% The amount $778,187.03 is recommended for approval for payment in accordance with the terms of the Contract. Total Completed $205,443.67 $373,124.09 $684,738.61 42.6% $2,118,029.42Total Previously Approved Percent of Contract Period Utilized (In Calendar Days, Based on Notice to Proceed Date & Contract Completion Date) Amount Due This Request Pay Request 9 29.0% $2,899,673.93 Contract Price $9,845,649.70 Materials Stored Pay Request 2 Pay Request 1 $40,992.50 Total Earned Less Retainage Total Previously Approved (list each) Pay Request 7 $373,119.35 Total Approved $31,690.00 Pay Request 6 Pay Request 8 $148,974.97 Revised Contract Price $137,723.71 $0.00 $2,896,216.46 $2,899,673.93 Pay Request 5 $408,921.20 $152,432.45 $0.00 Approved Change Order 2 Pay Request 4 Approved Change Order 3 Percent Complete $778,187.03 Pay Request 3 $9,983,373.41 Pay Request 10 Retainage Approved Change Order 1 PAY REQUEST SUMMARY c:\pw_workdir\pw_ie\jcd\d0383336\PR8-2020-0709-NW 10th Street Improvements.xlsm PR8-2020-0709-NW 10th Street Improvements.xlsm Page 5 of 5