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HomeMy WebLinkAbout#11 - 2019 Mill and Overlay Pay Request #2 STAFF REPORT DATE: August 20, 2019 CONSENT AGENDA ITEM: 2019 Mill and Overlay Project – Pay Request #2 SUBMITTED BY: Amanda Groh, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 2 for the 2019 Mill and Overlay Project? BACKGROUND: T.A. Schifsky & Sons, Inc. was awarded a construction contract on April 16, 2019 to complete the 2019 Mill and Overlay Project. Work remains in progress with a completion date of September 13, 2019. PROPOSAL DETAILS/ANALYSIS: T.A. Schifsky & Sons, Inc. has submitted Partial Pay Request No. 2 in the amount of $303,498.26. The submittal has been reviewed and payment is recommended in the amount requested. In accordance with the contract documents, the City has retained 5% of the total work completed. The amount retained is $30,078.24. FISCAL IMPACT: None. Partial payment is proposed in accordance with the Contract for the project. Payment remains within the authorized scope and budget. RECOMMENDATION: Staff is recommending that the City Council approve, as part of the Consent Agenda, Pay Request No. 2 for the 2019 Mill and Overlay Project. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 2 to T.A. Schifsky & Sons, Inc. in the amount of $303,498.26 for the 2019 Mill and Overlay Project”. ATTACHMENTS: 1. Partial Pay Estimate No. 2 PARTIAL PAY ESTIMATE NO.2 2019 MILL AND OVERLAY PROJECT CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2018.132 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1.00 $24,000.00 $24,000.00 0.25 $6,000.00 1.00 $24,000.00 2 LS 1.00 $9,000.00 $9,000.00 0.45 $4,050.00 0.95 $8,550.00 3 EA 19.00 $100.00 $1,900.00 0.00 $0.00 8.00 $800.00 4 EA 21.00 $100.00 $2,100.00 0.00 $0.00 2.50 $250.00 5 LF 84.00 $4.00 $336.00 46.00 $184.00 816.00 $3,264.00 6 SY 27,070.00 $1.25 $33,837.50 10,000.00 $12,500.00 28,670.00 $35,837.50 7 SY 10,000.00 $1.35 $13,500.00 0.00 $0.00 10,000.00 $13,500.00 8 SY 440.00 $7.00 $3,080.00 21.33 $149.31 44.63 $312.41 9 SY 2,090.00 $9.00 $18,810.00 3,197.00 $28,773.00 3,389.00 $30,501.00 10 LF 55.00 $12.00 $660.00 0.00 $0.00 55.00 $660.00 11 EA 1.00 $3,350.00 $3,350.00 0.00 $0.00 1.00 $3,350.00 12 LF 1,575.00 $6.50 $10,237.50 917.00 $5,960.50 1,669.00 $10,848.50 13 TN 10.00 $39.00 $390.00 0.00 $0.00 36.31 $1,416.09 14 TN 1,060.00 $8.50 $9,010.00 865.11 $7,353.44 865.11 $7,353.44 15 TN 330.00 $75.00 $24,750.00 345.35 $25,901.25 345.35 $25,901.25 16 TN 4,450.00 $64.89 $288,760.50 2,356.04 $152,883.44 3,960.28 $256,982.57 17 GAL 2,780.00 $0.01 $27.80 1,600.00 $16.00 2,620.00 $26.20 18 SY 440.00 $22.50 $9,900.00 44.73 $1,006.43 101.39 $2,281.28 19 LS 1.00 $5,000.00 $5,000.00 1.14 $5,700.00 1.14 $5,700.00 20 EA 24.00 $775.00 $18,600.00 14.00 $10,850.00 26.00 $20,150.00 21 EA 13.00 $325.00 $4,225.00 7.00 $2,275.00 11.00 $3,575.00 22 LF 2,310.00 $28.00 $64,680.00 851.00 $23,828.00 2,292.00 $64,176.00 23 LF 120.00 $40.00 $4,800.00 126.00 $5,040.00 126.00 $5,040.00 24 LF 1,400.00 $21.00 $29,400.00 1,073.00 $22,533.00 1,400.00 $29,400.00 25 EA 6.00 $660.00 $3,960.00 3.00 $1,980.00 4.00 $2,640.00 26 EA 10.00 $414.75 $4,147.50 6.00 $2,488.50 8.00 $3,318.00 27 EA 2.00 $3,034.50 $6,069.00 0.00 $0.00 2.00 $6,069.00 28 EA 2.00 $3,533.00 $7,066.00 0.00 $0.00 2.00 $7,066.00 29 LF 10.00 $530.00 $5,300.00 0.00 $0.00 10.00 $5,300.00 30 LF 55.00 $55.00 $3,025.00 0.00 $0.00 40.00 $2,200.00 31 EA 2.00 $1,848.00 $3,696.00 0.00 $0.00 2.00 $3,696.00 32 CY 26.00 $94.50 $2,457.00 0.00 $0.00 29.17 $2,756.57 33 LF 50.00 $20.00 $1,000.00 0.00 $0.00 0.00 $0.00 34 CY 390.00 $25.00 $9,750.00 0.00 $0.00 58.88 $1,472.00 35 SY 2,860.00 $3.00 $8,580.00 0.00 $0.00 0.00 $0.00 36 SY 1,040.00 $11.00 $11,440.00 0.00 $0.00 0.00 $0.00 37 LF 5,025.00 $0.35 $1,758.75 0.00 $0.00 0.00 $0.00 38 LF 10,050.00 $0.35 $3,517.50 0.00 $0.00 0.00 $0.00 $652,121.05 $319,471.86 $588,392.79 1 EA 1.00 $4,452.00 $4,452.00 0.00 $0.00 1.00 $4,452.00 2 LF 20.00 $61.00 $1,220.00 0.00 $0.00 20.00 $1,220.00 3 EA 1.00 $7,500.00 $7,500.00 0.00 $0.00 1.00 $7,500.00 $13,172.00 $0.00 $13,172.00 CO1-1 LS 1.00 $2,640.00 $2,640.00 1.00 $2,640.00 0.00 $0.00 CO1-2 LS 1.00 $3,500.00 $3,500.00 0.00 $0.00 0.00 $0.00 CO1-3 EA 4.00 $500.00 $2,000.00 3.00 $1,500.00 0.00 $0.00 $8,140.00 $4,140.00 $0.00 TOTALS $673,433.05 $323,611.86 $601,564.79 DRAINTILE CLEANOUT 2'X3' CATCH BASIN WITH CASTING 48" STORM SEWER MANHOLE CATCH BASIN 18" RCP STORM SEWER PIPE 15" RCP STORM SEWER PIPE ADJUST VALVE BOX CONCRETE CURB AND GUTTER (ALL TYPES EXCEPT VALLEY GUTTER) CONCRETE VALLEY GUTTER 4" PVC SCH 40 PERF EDGE DRAIN W/BACKFILL AND WRAP CONNECT TO EXISTING STORM STRUCTURE TRAFFIC CONTROL INLET PROTECTION BIOROLL DITCH CHECK SAWCUT PAVEMENT (ALL TYPES) MILL 1.5" EXIST. BITUMINOUS PAVEMENT MILL 2" EXIST. BITUMINOUS PAVEMENT REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT SCHEDULE B - WATERMAIN 6" WET TAP 6" WATERMAIN DIP - CL 52 (POLY ENCASED) SUBTOTAL - SCHEDULE A DITCH GRADING SUBTOTAL - SCHEDULE B BASE BID MOBILIZATION HYDRANT REMOVE AND DISPOSE OF EXISTING STORM SEWER REMOVE AND REINSTALL STORM FES WITH TIES REMOVE AND DISPOSE OF CONCRETE CURB (ALL TYPES) CLASS 6 AGGREGATE BASE REMOVE AND REPLACE CLASS 6 AGGREGATE BASE TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,B) [SPNWB230B] TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) [SPWEA230B] BITUMINOUS MATERIAL FOR TACK COAT 2360 BITUMINOUS WEAR COURSE, DRIVEWAYS SHOULDERING WITH STOCKPILED MILLINGS ADJUST MANHOLE CASTING SEEDING, FERTILIZER, AND WOOD FIBER BLANKET SODDING ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 15" FLARED END SECTION CLASS 3 RIP RAP WITH FABRIC STRIPING - 4" YELLOW STRIPING (STYLE VARIES) STRIPING - 4" WHITE STRIPING IMPORT AND PLACE TOPSOIL BORROW (LV) CHANGE ORDER NO. 1 WATER SERVICE TO PEBBLE PARK KEATS AVE PAVEMENT PATCHING ADJUST CATCH BASIN CASTING WITH NEW RINGS AND INFI-SHIELD TOTAL - CHANGE ORDER NO. 1