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HomeMy WebLinkAbout#08 - 2017 Street Impr. Pay Req #5 STAFF REPORT DATE: March 20, 2018 CONSENT #8 AGENDA ITEM: 2017 Street Improvements – Pay Request No. 5 SUBMITTED BY: Chad Isakson, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 5 for the 2017 Street Improvements? BACKGROUND: Hardrives, Inc. was awarded a construction contract on May 16, 2017 to complete the 2017 Street Improvements project. At this time the work has been completed. Engineering is working with the contractor to close out the project. PROPOSAL DETAILS/ANALYSIS: Hardrives, Inc., has submitted Partial Pay Request No. 5 in the amount of $20,505.35. 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 $50,340.16. 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. 5 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. 5 to Hardrives, Inc. in the amount of $20,505.35 for the 2017 Street Improvements project”. ATTACHMENTS: 1. Partial Pay Estimate No. 5. PARTIAL PAY ESTIMATE NO. 5 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 0.00 $0.00 1.00 $4,226.26 2 LS 1 $1,890.12 $1,890.12 0.00 $0.00 1.00 $1,890.12 3 LF 180 $2.63 $473.40 0.00 $0.00 220.00 $578.60 4 EA 39 $90.00 $3,510.00 23.00 $2,070.00 60.00 $5,400.00 5 EA 11 $231.01 $2,541.11 0.00 $0.00 15.00 $3,465.15 6 EA 11 $126.01 $1,386.11 0.00 $0.00 15.00 $1,890.15 7 CY 2,080 $10.00 $20,800.00 1,170.00 $11,700.00 1,170.00 $11,700.00 8 SY 10,330 $4.40 $45,452.00 0.00 $0.00 7,175.00 $31,570.00 9 SY 2,140 $1.95 $4,173.00 0.00 $0.00 2,851.00 $5,559.45 10 EA 10 $472.53 $4,725.30 0.00 $0.00 0.00 $0.00 $89,177.30 $13,770.00 $66,279.73 1 LF 281 $5.25 $1,475.25 0.00 $0.00 273.00 $1,433.25 2 EA 12 $420.02 $5,040.24 0.00 $0.00 13.00 $5,460.26 3 EA 1 $420.02 $420.02 0.00 $0.00 1.00 $420.02 4 EA 13 $159.82 $2,077.66 0.00 $0.00 13.00 $2,077.66 5 EA 13 $659.11 $8,568.43 0.00 $0.00 13.00 $8,568.43 6 LF 66 $31.50 $2,079.00 0.00 $0.00 98.00 $3,087.00 7 LF 1,773 $32.55 $57,711.15 0.00 $0.00 1,772.00 $57,678.60 8 LF 20 $60.90 $1,218.00 0.00 $0.00 16.00 $974.40 9 EA 5 $945.06 $4,725.30 0.00 $0.00 4.00 $3,780.24 10 EA 1 $2,205.12 $2,205.12 0.00 $0.00 1.00 $2,205.12 11 EA 4 $1,732.60 $6,930.40 0.00 $0.00 6.00 $10,395.60 12 EA 17 $2,058.11 $34,987.87 0.00 $0.00 18.00 $37,045.98 13 CY 39 $89.25 $3,480.75 0.00 $0.00 38.30 $3,418.28 14 LF 220 $17.85 $3,927.00 0.00 $0.00 335.00 $5,979.75 $134,846.19 $0.00 $142,524.59 1 LF 310 $1.00 $310.00 0.00 $0.00 310.00 $310.00 2 LF 130 $1.65 $214.50 0.00 $0.00 161.00 $265.65 3 SY 680 $4.12 $2,801.60 20.00 $82.40 650.00 $2,678.00 4 SY 220 $7.49 $1,647.80 0.00 $0.00 196.00 $1,468.04 5 SY 41,776 $1.35 $56,397.60 0.00 $0.00 41,776.00 $56,397.60 6 CY 4,062 $9.47 $38,467.14 0.00 $0.00 3,721.00 $35,237.87 7 LF 3,174 $1.01 $3,205.74 3,174.00 $3,205.74 3,174.00 $3,205.74 8 CY 370 $0.01 $3.70 0.00 $0.00 349.00 $3.49 9 RS 121 $250.00 $30,250.00 0.00 $0.00 121.00 $30,250.00 10 SY 893 $18.00 $16,074.00 130.00 $2,340.00 760.00 $13,680.00 11 TN 4,380 $48.75 $213,525.00 44.85 $2,186.44 4,172.56 $203,412.30 12 TN 3,290 $51.45 $169,270.50 0.00 $0.00 2,837.39 $145,983.72 13 GAL 2,020 $1.25 $2,525.00 0.00 $0.00 200.00 $250.00 14 LF 9,560 $2.60 $24,856.00 0.00 $0.00 9,560.00 $24,856.00 15 LF 20,997 $10.25 $215,219.25 0.00 $0.00 20,939.00 $214,624.75 16 EA 3 $523.98 $1,571.94 0.00 $0.00 3.00 $1,571.94 17 SY 220 $50.61 $11,134.20 0.00 $0.00 222.78 $11,274.90 18 LF 2,000 $9.60 $19,200.00 0.00 $0.00 1,830.00 $17,568.00 19 EA 20 $230.00 $4,600.00 0.00 $0.00 18.00 $4,140.00 20 EA 2 $1,454.34 $2,908.68 0.00 $0.00 2.00 $2,908.68 $814,182.65 $7,814.58 $770,086.67 TOTALS ‐ BASE CONTRACT $1,038,206.14 $21,584.58 $978,890.99 CHANGE ORDER NO. 1 CO1‐1 LS 1.0 $2,400.00 $2,400.00 0.00 $0.00 1.0 $2,400.00 CO1‐2 LF 54.0 $5.25 $283.50 0.00 $0.00 54.0 $283.50 CO1‐3 LF 54.0 $60.90 $3,288.60 0.00 $0.00 54.0 $3,288.60 CO1‐4 EA 1.0 $2,205.15 $2,205.15 0.00 $0.00 1.0 $2,205.15 CO1‐5 EA 1.0 $700.00 $700.00 0.00 $0.00 1.0 $700.00 CO1‐6 LS 1.0 $3,150.00 $3,150.00 0.00 $0.00 1.0 $3,150.00 CO1‐7 LS 1.0 $3,715.00 $3,715.00 0.00 $0.00 1.0 $3,715.00 MOBILIZATION REMOVE STORM SEWER 18‐INCH RCP STORM SEWER 18‐INCH FES W/ TRASHGUARD CONNECT TO EXISTING STRUCTURE CULVERT 305‐1 EXTENSION CULVERT 306‐1 EXTENSION 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 4" PERFORATED PVC EDGE DRAIN DRAINTILE CLEANOUT 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 DIVISION 1 ‐ GENERAL MOBILIZATION REMOVE & DISPOSE OF ENERGY DISSIPATION STRUCTURE REMOVE CATCH BASIN CASTING R‐3067 CATCH BASIN CASTING ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 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 SAWCUT BITUMINOUS OR CONCRETE HAUL OUT EXCESS RECLAIMED MATERIAL (LV) 2' AGGREGATE SHOULDERING QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE TOTALS ‐ CHANGE ORDER NO. 1 $15,742.25 $0.00 $15,742.25 CHANGE ORDER NO. 2 CO2‐1 HR 64.0 $90.64 $5,800.96 0.00 $0.00 64.0 $5,800.96 CO2‐2 SF 300.0 $6.88 $2,064.00 0.00 $0.00 300.0 $2,064.00 CO2‐3 HR 20.5 $210.00 $4,305.00 0.00 $0.00 20.5 $4,305.00 TOTALS ‐ CHANGE ORDER NO. 2 $12,169.96 $0.00 $12,169.96 TOTALS ‐ REVISED CONTRACT $1,066,118.35 $21,584.58 $1,006,803.20 CONCRETE CURB STRING LINE ADJUSTMENTS CONCRETE VALLEY GUTTER STOCKPILE EXCESS RECLAIM AT PUBLIC WORKS