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HomeMy WebLinkAbout10 - Street Improvement - Pay Request No. 1STAFF REPORT DATE: July 18, 2017 CONSENT ITEM #: AGENDA ITEM: 2017 Street Improvements – Pay Request No. 1 SUBMITTED BY: Chad Isakson, Project Engineer REVIEWED BY: Krintina Handt, City Administrator Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 1 for the 2017 Street Improvements? BACKGROUND: Hardrives, Inc. was awarded a construction contract on May 16, 2017 to complete the 2017 Street Improvements project. The substantial completion date for the project is September 22, 2017. PROPOSAL DETAILS/ANALYSIS: Hardrives, Inc., has submitted Partial Pay Request No. 1 in the amount of $56,749.57. 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 $2,986.82. 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. 1 for the 2017 Street Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 1 to Hardrives, Inc. in the amount of $56,749.57 for the 2017 Street Improvements project”. ATTACHMENTS: 1.Partial Pay Estimate No. 1. 10 PARTIAL PAY ESTIMATE NO. 1 2017 STREET IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2016.135 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1 $4,226.26 $4,226.26 1.00 $4,226.26 1.00 $4,226.26 2 LS 1 $1,890.12 $1,890.12 1.00 $1,890.12 1.00 $1,890.12 3 LF 180 $2.63 $473.40 0.00 $0.00 0.00 $0.00 4 EA 39 $90.00 $3,510.00 12.50 $1,125.00 12.50 $1,125.00 5 EA 11 $231.01 $2,541.11 15.00 $3,465.15 15.00 $3,465.15 6 EA 11 $126.01 $1,386.11 15.00 $1,890.15 15.00 $1,890.15 7 CY 2,080 $10.00 $20,800.00 0.00 $0.00 0.00 $0.00 8 SY 10,330 $4.40 $45,452.00 0.00 $0.00 0.00 $0.00 9 SY 2,140 $1.95 $4,173.00 0.00 $0.00 0.00 $0.00 10 EA 10 $472.53 $4,725.30 0.00 $0.00 0.00 $0.00 $89,177.30 $12,596.68 $12,596.68 1 LF 281 $5.25 $1,475.25 47.00 $246.75 47.00 $246.75 2 EA 12 $420.02 $5,040.24 2.00 $840.04 2.00 $840.04 3 EA 1 $420.02 $420.02 0.00 $0.00 0.00 $0.00 4 EA 13 $159.82 $2,077.66 0.00 $0.00 0.00 $0.00 5 EA 13 $659.11 $8,568.43 0.00 $0.00 0.00 $0.00 6 LF 66 $31.50 $2,079.00 38.00 $1,197.00 38.00 $1,197.00 7 LF 1,773 $32.55 $57,711.15 829.00 $26,983.95 829.00 $26,983.95 8 LF 20 $60.90 $1,218.00 0.00 $0.00 0.00 $0.00 9 EA 5 $945.06 $4,725.30 0.00 $0.00 0.00 $0.00 10 EA 1 $2,205.12 $2,205.12 0.00 $0.00 0.00 $0.00 11 EA 4 $1,732.60 $6,930.40 2.00 $3,465.20 2.00 $3,465.20 12 EA 17 $2,058.11 $34,987.87 7.00 $14,406.77 7.00 $14,406.77 13 CY 39 $89.25 $3,480.75 0.00 $0.00 0.00 $0.00 14 LF 220 $17.85 $3,927.00 0.00 $0.00 0.00 $0.00 $134,846.19 $47,139.71 $47,139.71 1 LF 310 $1.00 $310.00 0.00 $0.00 0.00 $0.00 2 LF 130 $1.65 $214.50 0.00 $0.00 0.00 $0.00 3 SY 680 $4.12 $2,801.60 0.00 $0.00 0.00 $0.00 4 SY 220 $7.49 $1,647.80 0.00 $0.00 0.00 $0.00 5 SY 41,776 $1.35 $56,397.60 0.00 $0.00 0.00 $0.00 6 CY 4,062 $9.47 $38,467.14 0.00 $0.00 0.00 $0.00 7 LF 3,174 $1.01 $3,205.74 0.00 $0.00 0.00 $0.00 8 CY 370 $0.01 $3.70 0.00 $0.00 0.00 $0.00 9 RS 121 $250.00 $30,250.00 0.00 $0.00 0.00 $0.00 10 SY 893 $18.00 $16,074.00 0.00 $0.00 0.00 $0.00 11 TN 4,380 $48.75 $213,525.00 0.00 $0.00 0.00 $0.00 12 TN 3,290 $51.45 $169,270.50 0.00 $0.00 0.00 $0.00 13 GAL 2,020 $1.25 $2,525.00 0.00 $0.00 0.00 $0.00 14 LF 9,560 $2.60 $24,856.00 0.00 $0.00 0.00 $0.00 15 LF 20,997 $10.25 $215,219.25 0.00 $0.00 0.00 $0.00 16 EA 3 $523.98 $1,571.94 0.00 $0.00 0.00 $0.00 17 SY 220 $50.61 $11,134.20 0.00 $0.00 0.00 $0.00 18 LF 2,000 $9.60 $19,200.00 0.00 $0.00 0.00 $0.00 19 EA 20 $230.00 $4,600.00 0.00 $0.00 0.00 $0.00 20 EA 2 $1,454.34 $2,908.68 0.00 $0.00 0.00 $0.00 $814,182.65 $0.00 $0.00 TOTALS ‐ BASE CONTRACT $1,038,206.14 $59,736.39 $59,736.39 4" PERFORATED PVC EDGE DRAIN DRAINTILE CLEANOUT 15" FLARED END SECTION 18" FLARED END SECTION CATCH BASIN TYPE 404 CATCH BASIN/MANHOLE TYPE 406 RIP RAP INCL. GEOTEXTILE GRADE TO DRAIN BITUMINOUS MATERIAL FOR TACK COAT REMOVE & DISPOSE OF EXISTING CONCRETE CURB AND GUTTER, ALL TYPES REMOVE & DISPOSE OF EXISTING BITUMINOUS PAVEMENT (DRIVEWAY) SUBTOTAL ‐ DIVISION 2 REMOVE & DISPOSE OF EXISTING CONCRETE PAVEMENT (DRIVEWAY) RECLAIM EXISTING BITUMINOUS AND BASE MATERIALS (8" DEPTH INCL. BIT. CURB) (P) DIVISION 3 ‐ STREET IMPROVEMENTS ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE DIVISION 1 ‐ GENERAL MOBILIZATION REMOVE & DISPOSE OF ENERGY DISSIPATION STRUCTURE REMOVE CATCH BASIN CASTING R‐3067 CATCH BASIN CASTING 12" RCP STORM SEWER PIPE 15" RCP STORM SEWER PIPE 18" RCP STORM SEWER PIPE TRAFFIC CONTROL SILT FENCE INLET PROTECTION CLEAR TREE GRUB TREE IMPORT AND PLACE TOPSOIL BORROW SODDING SEED, MULCH, & FERTILIZER REINSTALL PROPERTY CORNER DIVISION 2 ‐ STORM SEWER IMPROVEMENTS REMOVE & DISPOSE OF EXISTING STORM SEWER (ALL SIZES AND TYPES, INCL. END SECT REMOVE & DISPOSE OF EXISTING STORM SEWER STRUCTURE SUBTOTAL ‐ DIVISION 1 SAWCUT BITUMINOUS OR CONCRETE HAUL OUT EXCESS RECLAIMED MATERIAL (LV) 2' AGGREGATE SHOULDERING SUBTOTAL ‐ DIVISION 3 SUBGRADE CORRECTION SUBGRADE PREPARATION OF RECLAIMED SURFACE (P) BITUMINOUS DRIVEWAY PAVEMENT MANHOLE UPPER SECTION REHABILITATION SAW AND SEAL STREET (40' INTERVALS) BITUMINOUS NON‐WEARING COURSE BITUMINOUS WEARING COURSE CONCRETE CURB AND GUTTER, ALL TYPES 6" CONCRETE FLUME (ALL TYPES) 6" CONCRETE DIRVEWAY PAVEMENT