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HomeMy WebLinkAbout#11 - Torre Pines Pay Request 2 STAFF REPORT DATE: August 16, 2022 CONSENT AGENDA ITEM: Approve Pay Request No. 2 for the Torre Pines Street and Utility Improvements SUBMITTED BY: Mark Scholle, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Marty Powers, Public Works Director Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 2 for the Torre Pines Street and Utility Improvements? BACKGROUND: Jacon, LLC was awarded a construction contract on January 4, 2022 to complete the Torre Pines Street and Utility Improvements. Work remains in progress with a substantial completion date of September 2, 2022 and final completion date of October 14, 2022. PROPOSAL DETAILS/ANALYSIS: Jacon, LLC has submitted Partial Pay Request No. 2 in the amount of $436,377.80. 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 $42,190.32. 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 Torre Pines Street and Utility Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 2 to Jacon, LLC in the amount of $436,377.80 for Torre Pines Street and Utility Improvements”. ATTACHMENTS: 1. Partial Pay Estimate No. 2. 8/82022 PARTIAL PAY ESTIMATE NO. 2 TORRE PINES STREET AND UTILITY IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2020.122 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 EA 20 $250.00 $5,000.00 0.00 $0.00 10.00 $2,500.00 2 LF 1,785 $3.00 $5,355.00 0.00 $0.00 47.00 $141.00 3 LF 80 $3.00 $240.00 0.00 $0.00 0.00 $0.00 4 EA 23 $200.00 $4,600.00 0.00 $0.00 11.00 $2,200.00 5 EA 34 $253.68 $8,625.12 28.00 $7,103.04 28.00 $7,103.04 6 EA 34 $253.68 $8,625.12 0.00 $0.00 0.00 $0.00 7 SY 600 $19.17 $11,502.00 507.00 $9,719.19 507.00 $9,719.19 8 EA 4 $500.00 $2,000.00 0.00 $0.00 0.00 $0.00 9 LF 40 $120.00 $4,800.00 0.00 $0.00 0.00 $0.00 10 EA 1 $577.31 $577.31 0.00 $0.00 1.00 $577.31 11 EA 9 $6,129.00 $55,161.00 4.00 $24,516.00 9.00 $55,161.00 12 LF 5 $1,528.00 $7,640.00 0.00 $0.00 0.00 $0.00 13 SF 90 $23.00 $2,070.00 0.00 $0.00 0.00 $0.00 14 EA 9 $2,128.00 $19,152.00 4.00 $8,512.00 9.00 $19,152.00 15 EA 7 $2,785.00 $19,495.00 1.00 $2,785.00 7.00 $19,495.00 16 LF 16 $92.00 $1,472.00 0.00 $0.00 5.00 $460.00 17 EA 23 $674.00 $15,502.00 23.00 $15,502.00 23.00 $15,502.00 18 EA 1 $633.00 $633.00 1.00 $633.00 1.00 $633.00 19 EA 23 $682.00 $15,686.00 23.00 $15,686.00 23.00 $15,686.00 20 EA 1 $868.00 $868.00 1.00 $868.00 1.00 $868.00 21 LF 850 $26.04 $22,134.00 839.00 $21,847.56 839.00 $21,847.56 22 LF 11 $126.70 $1,393.70 16.00 $2,027.20 16.00 $2,027.20 23 LF 12 $134.00 $1,608.00 14.00 $1,876.00 14.00 $1,876.00 24 LF 150 $65.00 $9,750.00 47.00 $3,055.00 122.00 $7,930.00 25 LF 4,400 $63.75 $280,500.00 0.00 $0.00 4,158.00 $265,072.50 26 LB 2,100 $4.28 $8,988.00 447.00 $1,913.16 1,796.00 $7,686.88 27 EA 34 $1,417.00 $48,178.00 6.00 $8,502.00 26.00 $36,842.00 28 SF 100 $9.98 $998.00 128.00 $1,277.44 128.00 $1,277.44 29 LF 35 $44.36 $1,552.60 11.00 $487.96 11.00 $487.96 30 EA 1 $1,725.00 $1,725.00 1.00 $1,725.00 1.00 $1,725.00 31 EA 3 $1,600.00 $4,800.00 2.00 $3,200.00 2.00 $3,200.00 32 LF 24 $195.00 $4,680.00 8.00 $1,560.00 8.00 $1,560.00 33 LF 7 $250.00 $1,750.00 3.00 $750.00 3.00 $750.00 34 EA 1 $750.00 $750.00 0.00 $0.00 0.00 $0.00 35 LS 1 $4,200.00 $4,200.00 0.00 $0.00 1.00 $4,200.00 36 EA 1 $11,500.00 $11,500.00 1.00 $11,500.00 1.00 $11,500.00 37 EA 18 $683.31 $12,299.58 0.00 $0.00 0.00 $0.00 38 EA 5 $575.00 $2,875.00 0.00 $0.00 0.00 $0.00 39 EA 7 $657.14 $4,599.98 0.00 $0.00 0.00 $0.00 40 LF 500 $17.48 $8,740.00 0.00 $0.00 0.00 $0.00 41 CY 40 $150.00 $6,000.00 0.00 $0.00 0.00 $0.00 42 SY 13,200 $10.16 $134,112.00 13,200.00 $134,112.00 13,200.00 $134,112.00 43 CY 2,200 $22.41 $49,302.00 2,200.00 $49,302.00 2,200.00 $49,302.00 44 CY 800 $11.00 $8,800.00 0.00 $0.00 0.00 $0.00 45 CY 800 $23.00 $18,400.00 0.00 $0.00 0.00 $0.00 46 CY 2,550 $20.00 $51,000.00 2,300.00 $46,000.00 2,300.00 $46,000.00 47 TN 1,310 $96.85 $126,873.50 0.00 $0.00 0.00 $0.00 48 TN 1,750 $101.74 $178,045.00 0.00 $0.00 0.00 $0.00 49 GAL 970 $2.00 $1,940.00 0.00 $0.00 0.00 $0.00 50 EA 3 $690.00 $2,070.00 3.00 $2,070.00 3.00 $2,070.00 51 EA 7 $51.75 $362.25 0.00 $0.00 0.00 $0.00 52 EA 1 $189.75 $189.75 0.00 $0.00 0.00 $0.00 53 SF 56 $69.00 $3,864.00 0.00 $0.00 0.00 $0.00 54 EA 2 $201.25 $402.50 0.00 $0.00 0.00 $0.00 55 EA 1 $402.50 $402.50 0.00 $0.00 0.00 $0.00 56 EA 1 $322.00 $322.00 0.00 $0.00 0.00 $0.00 57 SY 810 $2.85 $2,308.50 0.00 $0.00 0.00 $0.00 58 HR 20 $150.00 $3,000.00 0.00 $0.00 7.00 $1,050.00 $1,209,419.41 $376,529.55 $749,714.08 2" CORPORATION STOP 1.5" CURB STOP & BOX 2" CURB STOP & BOX 1.5" TYPE "K" COPPER WATER SERVICE 2" TYPE "K" COPPER WATER SERVICE 4" DIP, CL. 52 WATERMAIN, INCL POLY WRAP 6" DIP, CL. 52 WATERMAIN, INCL POLY WRAP 10" HDPE WATERMAIN, DIRECTIONAL DRILL DUCTILE IRON FITTINGS 10" HDPE TO 8" DIP TRANSITION FITTINGS CONCRETE HYDRANT SPLASH PAD 6" GATE VALVE AND BOX 8" GATE VALVE AND BOX VALVE BOX EXTENSION 1.5" CORPORATION STOP W/ SADDLE BASE BID INLET PROTECTION 16" X 8" WET TAP, INCL 8" GATE VALVE & BOX HYDRANT HYDRANT EXTENSION SILT FENCE, MACHINE SLICED SEDIMENT CONTROL LOG, TYPE WOOD FIBER TEMPORARY MAILBOX CLEARING GRUBBING CLEAR BRUSH DITCH GRADING (AT FLARED END) DITCH GRADING ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 4" INSULATION REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE CONNECT TO EXISTING STORM SEWER PIPE 12" RCP STORM SEWER, CL 5 15" RCP STORM SEWER, CL 5 SALVAGE & REINSTALL 12" RCP FLARED END SECTION SALVAGE & REINSTALL 18" RCP STORM SEWER 6' DIA CBMH WITH CASTING PER DETAIL 406 SALVAGE AND REINSTALL CASTING WITH NEW RINGS PATCH DOGHOUSES PATCH INVERT JET AND CLEAN STORM PIPE RANDOM RIPRAP CL III WITH FABRIC REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT COMMON EXCAVATION (EV) (P) SUBGRADE EXCAVATION GRANULAR BORROW (CV) AGGREGATE BASE, CLASS 6 (CV) TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) BITUMINOUS MATERIAL FOR TACK COAT CONCRETE APPROACH NOSE REMOVE SIGNS & POST SALVAGE AND REINSTALL SIGN PANEL SIGN PANELS TYPE C STREET NAME BLADE SIGN (2 BLADES) STREET NAME BLADE SIGN (2 BLADES), INCLUDING POST STREET NAME BLADE SIGN (3 BLADES) SEED MIXTURE 35‐241 & EROSION CONTROL BLANKET STREET SWEEPER WITH PICK UP BROOM SUBTOTAL BASE BID QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 74 LS 1 $9,000.00 $9,000.00 0.00 $0.00 1.00 $9,000.00 75 LS 1 $5,117.50 $5,117.50 0.33 $1,688.78 0.63 $3,224.03 76 LF 225 $5.00 $1,125.00 60.00 $300.00 60.00 $300.00 77 LF 50 $8.00 $400.00 50.00 $400.00 50.00 $400.00 78 SY 80 $10.35 $828.00 0.00 $0.00 0.00 $0.00 79 SY 35 $32.00 $1,120.00 0.00 $0.00 0.00 $0.00 80 LF 2,000 $6.18 $12,360.00 1,979.00 $12,230.22 2,099.00 $12,971.82 81 SY 80 $75.90 $6,072.00 0.00 $0.00 0.00 $0.00 82 SY 35 $113.85 $3,984.75 0.00 $0.00 0.00 $0.00 83 LF 2,000 $32.49 $64,980.00 2,099.00 $68,196.51 2,099.00 $68,196.51 84 CY 300 $30.00 $9,000.00 0.00 $0.00 0.00 $0.00 85 SY 150 $7.67 $1,150.50 0.00 $0.00 0.00 $0.00 86 SY 1,700 $11.50 $19,550.00 0.00 $0.00 0.00 $0.00 $134,687.75 $82,815.51 $94,092.36 TOTALS ‐ BASE CONTRACT $1,344,107.16 $459,345.06 $843,806.44 CO1‐1 LS 1 $9,927.00 $9,927.00 0.00 $0.00 0.00 $0.00 $9,927.00 $0.00 $0.00 TOTALS ‐ REVISED CONTRACT $1,354,034.16 $459,345.06 $843,806.44 CHANGE ORDER NO. 1 SUBTOTAL ‐ CHANGE ORDER NO. 1 ADD TRACER WIRE FOR ALL PROJECT SERVICES AND HYDRANTS SEED MIXTURE 25‐131 & HYDRAULIC MULCH SUBTOTAL BID ALTERNATE 2  BID ALTERNATE 2 ‐ SPOT CURB REPLACEMENT MOBILIZATION TRAFFIC CONTROL SAWCUT BITUMINOUS PAVEMENT SAWCUT CONCRETE PAVEMENT REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF CONCRETE CURB & GUTTER ‐ SPOT REPAIR BITUMINOUS DRIVEWAY PAVEMENT 6" CONCRETE DRIVEWAY PAVEMENT B618 CONCRETE CURB & GUTTER ‐ SPOT REPAIR SODDING, TYPE LAWN TOPSOIL BORROW (LV)