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HomeMy WebLinkAbout#08 - I-94 Lift Station & Sanitary Sewer Improvements STAFF REPORT DATE: February 20, 2018 CONSENT ITEM #: 8 AGENDA ITEM: I-94 Lift Station (No. 1) & Sanitary Sewer Imp. – Pay Request No. 2 SUBMITTED BY: Chad Isakson, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Rob Weldon, Public Works Director Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 2 for the I-94 Lift Station (No. 1) and Sanitary Sewer Improvements? BACKGROUND: RL Larson Excavating, Inc. was awarded a construction contract to complete the I-94 Lift Station (No. 1) and Sanitary Sewer Improvements on May 2, 2017. PROPOSAL DETAILS/ANALYSIS: RL Larson Excavating, Inc. has submitted Partial Pay Request No. 2 in the amount of $85,810.54. The request 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 $41,162.70. 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 I-94 Lift Station (No. 1) and Sanitary Sewer Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 2 to RL Larson Excavating, Inc. in the amount of $85,810.54 for the I-94 Lift Station (No. 1) and Sanitary Sewer Improvements project”. ATTACHMENTS: 1. Partial Pay Estimate No. 2. PARTIAL PAY ESTIMATE NO. 2 I‐94 LIFT STATION (NO. 1) AND SANITARY SEWER IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2016.134 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1 $30,000.00 $30,000.00 0.00 $0.00 1.00 $30,000.00 2 LS 1 $6,300.00 $6,300.00 0.10 $630.00 1.00 $6,300.00 3 LS 1 $33,000.00 $33,000.00 0.00 $0.00 1.00 $33,000.00 4 EA 5 $315.00 $1,575.00 0.00 $0.00 5.00 $1,575.00 5 SY 1,500 $4.00 $6,000.00 0.00 $0.00 1,510.00 $6,040.00 6 SY 30 $10.00 $300.00 0.00 $0.00 9.10 $91.00 7 LF 80 $10.00 $800.00 0.00 $0.00 83.00 $830.00 8 LF 180 $10.00 $1,800.00 0.00 $0.00 180.00 $1,800.00 9 LF 1,770 $4.00 $7,080.00 0.00 $0.00 1,767.00 $7,068.00 10 LF 175 $10.00 $1,750.00 0.00 $0.00 173.00 $1,730.00 11 EA 7 $500.00 $3,500.00 0.00 $0.00 7.00 $3,500.00 12 LF 20 $10.00 $200.00 0.00 $0.00 0.00 $0.00 13 EA 1 $55.00 $55.00 0.00 $0.00 1.00 $55.00 14 EA 1 $130.00 $130.00 1.00 $130.00 1.00 $130.00 15 EA 4 $160.00 $640.00 3.00 $480.00 4.00 $640.00 16 LF 1,300 $2.50 $3,250.00 68.00 $170.00 1,537.00 $3,842.50 17 EA 2 $4,200.00 $8,400.00 ‐1.00 ‐$4,200.00 2.00 $8,400.00 18 EA 5 $1,500.00 $7,500.00 0.00 $0.00 5.00 $7,500.00 19 EA 2 $1,605.00 $3,210.00 0.00 $0.00 2.00 $3,210.00 20 LF 445 $45.00 $20,025.00 0.00 $0.00 443.00 $19,935.00 21 LF 920 $46.00 $42,320.00 0.00 $0.00 920.00 $42,320.00 22 LF 55 $117.00 $6,435.00 0.00 $0.00 28.00 $3,276.00 23 LF 356 $56.00 $19,936.00 0.00 $0.00 356.00 $19,936.00 24 LF 20 $93.00 $1,860.00 0.00 $0.00 55.00 $5,115.00 25 EA 1 $3,317.00 $3,317.00 0.00 $0.00 1.00 $3,317.00 26 EA 5 $1,025.00 $5,125.00 0.00 $0.00 5.00 $5,125.00 27 EA 7 $3,500.00 $24,500.00 0.00 $0.00 8.00 $28,000.00 28 VF 12 $120.00 $1,440.00 0.00 $0.00 20.66 $2,479.20 29 EA 1 $4,200.00 $4,200.00 0.20 $840.00 1.00 $4,200.00 30 CY 50 $20.00 $1,000.00 0.00 $0.00 50.00 $1,000.00 31 CY 50 $50.00 $2,500.00 0.00 $0.00 50.00 $2,500.00 32 LF 1,792 $1.35 $2,419.20 0.00 $0.00 0.00 $0.00 33 LS 1 $350,000.00 $350,000.00 0.05 $17,500.00 0.95 $332,500.00 34 LS 1 $53,000.00 $53,000.00 0.00 $0.00 1.00 $53,000.00 35 LS 1 $28,000.00 $28,000.00 0.00 $0.00 1.00 $28,000.00 36 EA 3 $750.00 $2,250.00 0.00 $0.00 3.00 $2,250.00 37 EA 2 $1,650.00 $3,300.00 0.00 $0.00 2.00 $3,300.00 38 LF 60 $44.00 $2,640.00 0.00 $0.00 24.00 $1,056.00 39 LF 20 $20.00 $400.00 0.00 $0.00 0.00 $0.00 40 LF 32 $47.00 $1,504.00 0.00 $0.00 32.00 $1,504.00 41 EA 2 $1,064.00 $2,128.00 0.00 $0.00 2.00 $2,128.00 42 LF 120 $33.00 $3,960.00 60.00 $1,980.00 60.00 $1,980.00 43 EA 4 $350.00 $1,400.00 2.00 $700.00 2.00 $700.00 44 CY 6 $70.00 $420.00 0.00 $0.00 6.00 $420.00 45 LS 1 $5,000.00 $5,000.00 0.00 $0.00 1.00 $5,000.00 46 SY 450 $15.75 $7,087.50 477.00 $7,512.75 477.00 $7,512.75 47 CY 450 $35.00 $15,750.00 0.00 $0.00 562.21 $19,677.35 48 SY 130 $2.00 $260.00 0.00 $0.00 0.00 $0.00 49 CY 125 $12.00 $1,500.00 0.00 $0.00 89.96 $1,079.52 50 TON 700 $20.00 $14,000.00 69.41 $1,388.20 1,195.00 $23,900.00 51 TON 450 $89.00 $40,050.00 510.00 $45,390.00 510.00 $45,390.00 52 LF 80 $37.00 $2,960.00 7.00 $259.00 90.00 $3,330.00 53 SF 130 $10.50 $1,365.00 3.00 $31.50 65.00 $682.50 54 EA 1 $800.00 $800.00 0.00 $0.00 0.25 $200.00 55 SF 12 $51.00 $612.00 0.00 $0.00 0.00 $0.00 56 EA 1 $500.00 $500.00 1.00 $500.00 1.00 $500.00 57 EA 1 $350.00 $350.00 1.00 $350.00 1.00 $350.00 58 LF 1 $1,000.00 $1,000.00 0.00 $0.00 1.00 $1,000.00 59 EA 1 $360.00 $360.00 0.00 $0.00 1.00 $360.00 60 SF 9 $55.00 $495.00 9.00 $495.00 9.00 $495.00 61 EA 6 $100.00 $600.00 6.00 $600.00 6.00 $600.00 62 LF 1,000 $1.26 $1,260.00 1,553.00 $1,956.78 1,553.00 $1,956.78 63 EA 2 $500.00 $1,000.00 1.00 $500.00 1.00 $500.00 64 HR 5 $140.00 $700.00 9.00 $1,260.00 9.00 $1,260.00 65 SY 6,600 $1.74 $11,484.00 6,469.00 $11,256.06 6,469.00 $11,256.06 66 SY 100 $2.60 $260.00 0.00 $0.00 0.00 $0.00 67 AC 1.3 $210.00 $273.00 1.36 $285.60 1.36 $285.60 68 EA 5 $180.00 $900.00 0.00 $0.00 0.00 $0.00 69 EA 7 $52.00 $364.00 6.00 $312.00 6.00 $312.00 70 LF 200 $3.15 $630.00 0.00 $0.00 0.00 $0.00 $809,129.70 $90,326.89 $805,400.26 TOTALS ‐ BASE CONTRACT $809,129.70 $90,326.89 $805,400.26 CHANGE ORDER NO. 1 CO1‐1 EA 3 5,951.24$         $17,853.72 0 $0.00 3 $17,853.72 TOTALS ‐ CHANGE ORDER NO. 1 $17,853.72 $0.00 $17,853.72 TOTALS ‐ REVISED CONTRACT $826,983.42 $90,326.89 $823,253.98 HYDRANT EXTENSION EXTEND VALVE BOX SIGN PANEL, TYPE C OFF ROAD STRUCTURE MARKER 4" CONCRETE MEDIAN 6" CONCRETE PEDESTRIAN RAMP TRUNCATED DOME PANELS ADJUST MANHOLE CASTING ADJUST GATE VALVE BOX AGGREGATE BASE, CLASS 6 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) B618 CONCRETE CURB AND GUTTER 18" CM APRON RIPRAP CLASS III LIFT STATION SITE GRADING BITUMINOUS DRIVEWAY PAVEMENT (LIFT STATION) COMMON EXCAVATION (DRIVEWAY AND STREET PATCHES) BYPASS PUMPING SALVAGE AND REINSTALL APRON SALVAGE AND REINSTALL STORM SEWER STRUCTURE GEOTEXTILE FOR ROAD STABILIZATION SELECT GRANULAR BORROW TELEVISING CONNECT EXISTING PIPE TO NEW MANHOLE SUBTOTAL ‐ DIVISION 1 SANITARY SEWER STREET SWEEPING PAVEMENT MESSAGE, RIGHT TURN ARROW THERMOPLASTIC (GROUND IN) TEMPORARY HYDROMULCH SEEDING INLET PROTECTION DITCH CHECK SALVAGE AND REINSTALL STORM SEWER PIPE PERFORATED PVC EDGE DRAIN 18" RCP STORM SEWER, CLASS V 18" RCP FLARED END SECTION WITH TRASH GUARD 18" CM DRIVEWAY CULVERT LIFT STATION STANDBY GENERATOR EROSION CONTROL BLANKET SILT FENCE ROCK FOUNDATION BORROW 4" SOLID LINE WHITE EPOXY REMOVE AND DISPOSE OF EXISTING GUARDRAIL REMOVE AND DISPOSE OF EXISTING SANITARY SEWER PIPE REMOVE AND DIPSOSE OF EXISTING STORM SEWER PIPE REMOVE AND DISPOSE OF EXISTING SANITARY SEWER MANHOLE SAWING BITUMINOUS PAVEMENT CONNECT TO EXISTING SANITARY SEWER SERVICE REMOVE AND DISPOSE OF EXISTING EDGE DRAIN SALVAGE AND REINSTALL MAILBOX SALVAGE AND REINSTALL SIGN CORE DRILL CONNECTION TO EXISTING STRUCTURE 4' DIAMETER SANITARY SEWER MANHOLE 4' DIAMETER EXCESS MANHOLE DEPTH MANHOLE LINER REMOVAL OF UNSTABLE FOUNDATION MATERIAL 16" PVC, C900 SANITARY SEWER PIPE, 0' ‐ 10' DEEP 16" DIP, CL 50 SANITARY SEWER PIPE, 0' ‐ 10' DEEP 16" SANITARY SEWER OUTSIDE DROP 15" X 6" WYE BRANCH ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE DIVISION 1 ‐ SANITARY SEWER MOBILIZATION TREE REMOVAL REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER TRAFFIC CONTROL PRECAST CONCRETE JERSEY BARRIERS 15" PVC, SDR 35 SANITARY SEWER PIPE, 0' ‐ 10' DEEP 15" PVC, SDR 35 SANITARY SEWER PIPE, 10' ‐ 15' DEEP 15" PVC, SDR 35 SANITARY SEWER PIPE, 15' ‐ 20' DEEP REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT REMOVE AND DISPOSE OF EXISTING SIGN REVISE PUMP DESIGN