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HomeMy WebLinkAbout2010 Street Payment Certificate #1T IDA The right time, The right people. The right oompaRy. 444 Cedar Street, Suite 1500 Saint Paul, MN 55101-2140 (651) 292-4400 (651) 292-0063 Fax www.tkda.cont Proj. No. 14504.001 Cert, No. 1 St. Paul, MN, September 2 , 20 10 Owner This Certifies that T.A. Schifskv and Sons, Inc, . Contractor To City of Lake Elmo, Minnesota For 2010 Street and Water Quality Improvements Is entitled to One Hundred Ei2htv-Eiaht Thousand Six Hundred Seventy -Six Dollars and 75/100 ($188,676,75) being 1st estimate for partial payment on contract with you dated June 4 Received payment in full of above Certificate. T.A. Schifsky and Sons, Inc. , 2010 Ryan W. S Contract price plus extras All previous payments All previous credits Extra No. Change Order No. I Credit No, If Ft TKDA RECAPITULATION OF ACCOUNT CONTRACT PLUS EXTRAS PAYMENTS $ 425,565.41 8,805.00 AMOUNT OF THIS CERTIFICATE 188,676.75 Totals $ 434,370.41 $ 188,676.75 $ Credit Balance There will remain unpaid on contract after payment of this Certificate 245,693,66 434,370.41 I $ 434,370.41 11 $ 2010 CREDITS An Employee Owned Company Promoting Affirmative Action and Equal Opportunity TKDA Engineering -Architecture -Planning PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS Estimate No. 1 Period Ending . 20 10 Page 1 of 1 Proj, No. 14504.001 Contractor T.A. Schifskv and Sons. Inc. Original Contract Amount $ 425,565.41 Project 2010 Street and Water Quality Improvements Location City of Lake Elmo. Minnesota Total Contract Work Completed 198,607.11 Total Approved Credits 0.00 Total Approved Extra Work Completed 0.00 Approved Extra Orders Amount Completed 0.00 Total Amount Earned This Estimate 198,607.11 Less Approved Credits Less 5 % Retained Less Previous Payments Total Deductions Amount Due This Estimate Contractor Engineer T.A.Schifsky and Sons, Inc. Rya P.E. 0.00 9,930.36 0.00 9,930.36 188,676.75 Date Date September 2, 2010 1 2 3 4 15 16 17 18 19 10 11 12 13 14 15 16 17 11e 119 20 121 122 23 24 25 26 27 28 29 ESTIMATE NO. 1 12010 STREET & WATER QUALITY IMPROVEMENTS (CITY OF LAKE ELMO, MINNESOTA TKDA PROJECT NO. 14504.001 ITEM NO, DESCRIPTION JANE NORTH ROAD MOBILIZATION 'TRAFFIC CONTROL SILT FENCE INLET PROTECTION SALVAGE & REINSTALL MAILBOX CLEAR & GRUB TREE SALVAGE & REINSTALL SIGN SAWCUT PAVEMENT (ALL TYPES) REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT (DRIVEWAY) REMOVE & DISPOSE OF EXIST, PAVEMENT (STREETS) 'REMOVE & DISPOSE OF EXIST, STORM SEWER MANHOLE 'REMOVE & DISPOSE OF EXIST. STORM SEWER (ALL TYPES & SIZES) COMMON EXCAVATION (P) ISUBGRADE PREPARATION PLACE & COMPACT RECLAIMED MATERIAL (FROM OTHER SITES) (LV) 2360 TYPE LV 3 BITUMINOUS NON -WEARING COURSE 2360 TYPE LV 4 BITUMINOUS WEARING COURSE BITUMINOUS MATERIAL FOR TACK GOAT 2"- 2360 TYPE LV 4 BITUMINOUS WEARING COURSE, DRIVE SAW & SEAL STREET (40' INTERVALS) D412 CONCRETE CURB & GUTTER 12" RCP CL. 5 STORM SEWER PIPE 48" DIAMETER MANHOLE, TYPE 406S (0'-10' DEPTH) CATCH BASIN, TYPE 404S !4" PERFORATED PVC EDGE DRAIN W/BACKFILL & WRAP EROSION STABILIZATION MAT, CL. 2 DITCH CHECK 'INFILTRATION DITCH RAIN GARDEN !RAIN GARDEN W/SUMP 31 IMnDOT SEED MIX 328 W! FERTILIZER & WOOD FIBER BLANKET SHORT GRASS WOODS EDGE SAVANNA W/ENHANCEMENT AND WOOD FIBER 32 BLANKET 33 SODDING SUBTOTAL. JANE NORTH ROAD ISLE AVENUE NORTH 1 MOBILIZATION 2 TRAFFIC CONTROL 3 'SILT FENCE 4 'INLET PROTECTION 5 'SALVAGE & REINSTALL MAILBOX 6 SAWCUT PAVEMENT (ALL TYPES) I7 REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT (DRIVEWAY) 8 REMOVE & DISPOSE OF EXIST, CONCRETE PAVEMENT (DRIVEWAY) 9 SUBGRADE CORRECTION 10 LOAD & HAUL RECLAIMED MATERIAL (LV) 11 RECLAIM EX. BIT. AND BASE MATERIALS SUBGRADE PREPARATION OF RECLAIMED SURFACE 2360 TYPE LV 3 BITUMINOUS NON -WEARING COURSE 12360 TYPE LV 4 BITUMINOUS WEARING COURSE [BITUMINOUS MATERIAL FOR TACK COAT • I2"- 2360 TYPE LV 4 BITUMINOUS WEARING COURSE, DRIVE 16" CONCRETE DRIVE 'SAW & SEAL STREET (40' INTERVALS) ID412 CONCRETE CURB & GUTTER ;SAWCUT INLET ICL. 3 RIPRAP W/ GEOTEXTILE FILTER FABRIC 'EROSION STABILIZATION MAT, CL. 2 'DITCH GRADING [RAIN GARDEN 'MnDOT SEED MIX 250 W/ FERTILIZER & WOOD FIBER BLANKET 'SODDING 'SUBTOTAL ISLE AVENUE NORTH 112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 UNIT LS LS LF EA EA EA EA LF SY SY EA LF CY RS CY TN TN GAL SY LF LF LF EA EA LF SY EA LF EA EA SY SY SY LS LS LF EA EA LF SY SY SY CY SY RS TN TN GAL SY SY LF LF EA CY SY LF EA SY SY ' PERIOD ENDING; August 31, 2010 f CONTRACT QUANTITY 465 2 11 2 3 318 195 2487 2 22 1370 10 1046 210 210 117 195 497 2140 22 1 1 24 49 3 125 2 175 432 683 1 1 195 3 14 341 134 50 1440 414 6520 16 517 517 269 156 50 1121 3304 3 4 6 35 1 78 1080 QUANTITY TO DATE 0.8 0.8 $ 290,0 , $ 2.0 $ - $ 2,0 $ - $ 297,0 $ 195.0 $ 2,487.0 5 2.0 $ 22,0 $ 1,370.0 $ 10.0 $ 496.0 $ 203.0 $ - $ 15.0 $ - $ - $ 2,080.0 $ 22.0 $ 1,0 $ 1.0 $ - $ $ 20.60 $ $ 927.00 $ UNIT PRICE AMOUNT TO DATE 3,500.00 $ 2,600.00 309.00 $ 247.20 2.06 $ 597.40 82.40 $ 154.80 66.95 $ - J 206.00 $ 412.00 123.80 $ - 1.03 , $ 305,91 1.55 1 $ 302.25 1.13 $ 2,810,31 615.00 $ 1,236.00 18.54 $ 407.85 7.73 $ 10,590,10 169.95 $ 1,699.50 4.12 $ 2,043.52 57.57 $ 11,086.71 57.57 ! $ 2,06 j $ 30.90 10.61 $ 1.67 $ - 7.93 $ 16,494.40 30.90 $ 679.80 2,266.00 $ 2,266.00 1,957.00 $ 1,957.00 9.27 $ - 5.15 $ - 412.00 $ - 1,442.00 3.61 $ 4,64 $ 2,581 $ 56,731.68 $ $ 0.8 $ 4,444,00 $ 0.8 $ 306,00 $ 202,0 $ 1,02 I $ 3,01$ 14,0 $ 252,0 - $ 78.0 $ 7.0 $ 1,440.0 $ 20.0 16.0 544,0 35.0 $ - $ 3.0 $ - $ 3,255.0 $ - $ $ 3,555.20 244,80 206.04 1 81.60 $ 244.80 86.70 $ 1,213.80 1,15 $ 289.80 1,53 $ 119,34 3.06 $ 21.42 3.06 $ 4,406.40 5.97 $ 0.87 $ 5,672.40 102.00 $ 1,632,00 56.50 $ 30,736.00 56.50 $ - 2.04 $ 71,40 10,51 $ 31.62 $ 1.65 $ 7,65 $ 25.50 $ - 112.20 $ - 10,20' $ - 9,18 I $ 918,00 $ - 3.57 $ - 3.08 1 $ $ 94.86 25,130.25 1 73,638.51 Page 1 1 ESTIMATE NO, 1 2010 STREET & WATER QUALITY IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA TKDA PROJECT NO. 14504.001 ITEM NO, DESCRIPTION 53RD STREET NORTH MOBILIZATION 12 TRAFFIC CONTROL 13 SILT FENCE 14 INLET PROTECTION 5 SAWCUT PAVEMENT (ALL TYPES) 6 REMOVE & DISPOSE OF EXIST, BITUMINOUS PAVEMENT (DRIVEWAY) 17 REMOVE & DISPOSE OF EXIST. CONCRETE PAVEMENT (DRIVEWAY) REMOVE & DISPOSE OF EXIST. STORM SEWER MANHOLE 9 REMOVE & DISPOSE OF EXIST. STORM SEWER (ALL TYPES & SIZES) 10 SUBGRADE CORRECTION ;LOAD & HAUL RECLAIMED MATERIAL (LV) RECLAIM EX. BIT, AND BASE MATERIALS SUBGRADE PREPARATION OF RECLAIMED SURFACE 12360 TYPE LV 3 BITUMINOUS NON -WEARING COURSE I2360 TYPE LV 4 BITUMINOUS WEARING COURSE BITUMINOUS MATERIAL FOR TACK COAT 2"- 2360 TYPE LV 4 BITUMINOUS WEARING COURSE, DRIVE 6" CONCRETE DRIVE REMOVE & REPLACE BITUMINOUS FLUME SAW & SEAL STREET (40' INTERVALS) CONNECT DRAINTILE TO EXISTING STORM SEWER ADJUST CATCH BASIN CASTING & INSTALL CONCRETE WINGS 12" RCP CL. 5 STORM SEWER plPE 48" DIAMETER MANHOLE, TYPE 406S (0'-10' DEPTH) CATCH BASIN, TYPE 404$ 4" PERFORATED PVC EDGE DRAIN W/BACKFILL & WRAP EROSION STABILIZATION MAT, CL. 2 RAIN GARDEN SODDING SUBTOTAL 53RD STREET NORTH 112 113 114 115 116 17 115 119 120 121 122 23 24 126 26 27 28 129 14 15 57TH STREET NORTH ,MOBILIZATION ITRAFFIC CONTROL SILT FENCE INLET PROTECTION SAWCUT PAVEMENT (ALL TYPES) REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT (DRIVEWAY) SUBGRADE CORRECTION LOAD & HAUL RECLAIMED MATERIAL (LV) RECLAIM EX. BIT, AND BASE MATERIALS SUBGRADE PREPARATION OF RECLAIMED SURFACE 2360 TYPE LV 3 BITUMINOUS NON -WEARING COURSE 2360 TYPE LV 4 BITUMINOUS WEARING COURSE 13 BITUMINOUS MATERIAL FOR TACK COAT 14 2^- 2360 TYPE LV 4 BITUMINOUS WEARING COURSE, DRIVE 15 SAW & SEAL STREET (40' INTERVALS) 16 CONNECT DRAINTILE TO EXISTING STORM SEWER 17 AD./UST CATCH BASIN CASTING & INSTALL CONCRETE W1NGS 18 4" PERFORATED PVC EDGE DRAIN WIBACKFILL & WRAP 19 SODDING SUBTOTAL 57TH STREET NORTH CHANGE ORDER NO, 1 ICL. 5 AGGREGATE BASE SUBTOTAL CHANGE ORDER NO. 1 'TOTAL ESTIMATE NO. 1 PERIOD ENDING: Augus13i, 2010 CONTRACT QUANTITY I UNIT AMOUNT UNIT QUANTrr 1 TO DATE I PRICE TO DATE LS 1 0.8 $ 4,000.00 ' $ 3,200.00 LS 1 0,8 $ 306,00 $ 244.80 LF 105 136.0 $ 2.04 $ 277,44 EA 6 7.0 $ 51.60 $ 571,20 LF 446 351.0 $ 1,02 I $ 358.02 SY 197 j 196.0 $ 1.53 $ 299.88 SY 35 - $ 3.06 $ , EA 2 2.0 $ 714.00 $ 1,428.00 LF 30 30.0 $ 7,14 $ 214.20 SY 2520 - $ 3.66 $ . CY 411 368.0 $ 6,12 $ 2,252.16 SY 10500 10,500.0 $ 0,77 I $ 8,085.00 RS 32 32.0 $ 85.00 $ 2,720.00 TN 1.064 I • $ 56.00 $ - TN 876 $ 56.00 1 $ GAL 490 - $ 2.04 $ SY 217 $ 10.51 $ SY 35 $ 33.66 $ EA 2 $ 102.00 $ LF 2205 $ 1.65 $ EA 1 , $ 306.00 $ EA 6 $ 153.00 $ . LF 30 30.0 $ 27.54 I $ 826.20 EA 1 1.0 $ 2,244.00 I b 2,244.00 EA 1 1.0 $ 1,734,00 I $ 1,734.00 LF 15 - $ 15.30 $ . SY 12 • $ 6.12 $ - EA 2 - 1 $ 918.00 $ . SY 2,270 - $ 2.55 $ _ $ 24,454.90 LS 1 0.8 $ 2,000.00 $ 1,600.00 LS 1 0.6 306.00 $ 244.80 LF 80 37.0 ,9 2.04 $ 75.48 EA 2 2.0 I $ 81,60 $ 163.20 LF 196 167.0 r $ 1.02 $ 190.74 SY 89 - I $ 2.04 $ , SY 683 663.0 g 3.06 $ 2,089.98 CY 233 128.0 $ 5,97 $ 764.16 SY 3,767 3,767.0 I $ 0.77 $ 2,000.59 RS 11 11.0 I $ 61.60 $ 807.60 TN 362 371.0 $ 57.57 $ 21,356.47 TN 314 - $ 57.57 $ GAL 176 - _ $ 2.04 $ - SY 59 . $ 10.51 $ LF 791 - $ 1.65 . $ _ EA 4 2.0 $ 255.00-1-$ 510.00 EA 2 2.0 1 $ 153.00 $ 306.00 LF 380 380.0 $ 10.20 $ 3,876.00 SY 753 - $ 2.55 $ $ 34,977.02 1 TN 687.0 $ 15.00 $ 6,605,00 8,805.00 $ 198,607,11 1 Page 2