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Home My WebLink About2010-04-07 PACKET 04.F.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # qF DATE 04/07/201 PREPARED BY Engineering Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR COUNCIL ACTION REQUEST Consider adoption of a resolution approving final payment in the amount of $36,961.03 to Max Steininger, Inc. for TH 95 and Lehigh Road. STAFF RECOMMENDATION Adopt resolution and final payment. The contractor, Max Steininger, Inc. in accordance with the contract plans and specifications, has satisfactorily completed the work. ADVISORY COMMISSION ACTION ❑ PLANNING ❑ PUBLIC SAFETY ❑ PUBLIC WORKS ❑ PARKS AND RECREATION ❑ HUMAN SERVICES /RIGHTS ❑ ECONOMIC DEV. AUTHORITY SUPPORTING DOCUMENTS REVIEWED APPROVED DENIED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DATE ® MEMO /LETTER: Jupe Hale, March 22, 2010. ® RESOLUTION: ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: ❑ OTHER: Request for payment ADMINISTRATORS COMMENTS �? City Administrator Date COUNCIL ACTION TAKEN: APPROVED ❑ DENIED ❑ OTHER RESOLUTION NO. 10- RESOLUTION APPROVING FINAL PAYMENT IN THE AMOUNT OF $36,961.03 TO MAX STEININGER, INC. FOR TH 95 AND LEHIGH ROAD PROJECT WHEREAS, the City Engineer has certified that work has been satisfactorily completed, and WHEREAS, the total contract amount is $265,140.21 compared to the original contract amount of $290,441.81. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that $36,961.03 be paid to Max Steininger, Inc., for TH 96 and Lehigh Road Project. Passed this 7th day of April, 2010. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk AL WSB ANNIiates,lnc. Engineering a Planning a Environmental a Construction March 22, 2010 Ms. Jennifer Levitt, PE City Engineer City of Cottage Grove 8635 West Point Douglas Road Cottage Grove, MN 55016 -3318 Re: TH 95 and Lehigh Road S.P. 8208 -34 (T.H. 95) / SAP 180 - 010 -002 WSB Project No. 1766 -00 Dear Ms. Levitt: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4600 Fax: 763- 541 -1700 Enclosed please find three (3) copies of the 2" and Final Request for Payment for the TH 95 and Lehigh Road Improvements Project. The Contractor for this project is Max Steininger, Inc. In addition to the Request for Payment, the Contractor has submitted their IC -134 forms, Maintenance Bond, and Certificate of Final Contract Acceptance (3 copies). This project consists of the construction of a right -turn lane on TH 95 for southbound traffic to turn right onto Lehigh Road and the realignment of the Lehigh Road / TH 95 intersection. The project began in August of 2009 and was completed in the fall of 2009. Final punch list activities were completed in the fall of 2009. The original contract amount for this project is $290,441.81. A work order for $363.00 was added for pavement marking removal which was not part of the original plan. The revised contract amount is $290,804.81. The final construction amount is $265,140.21. The final construction amount was less than the revised contract amount by $25,664.60. The final project cost difference pertains mostly to items for traffic control and erosion control that were required for plan approval but were deemed unnecessary during construction. RECOMMENDATION The Contractor, Max Steininger, Inc., has satisfactorily completed the work in accordance with the contract plans and specifications. Therefore, it is recommended that final payment of $36,961.03 be made to the Contractor and the project be accepted by the City of Cottage Grove. After acceptance, please distribute all copies of the Request for Payment as appropriate. If you have any questions about this project or require further information please contact me 763 - 287 -8311. Sincerely, WSH & Associates, Inc. J e Hale roject Manager Enclosures cc: Jay Kennedy, WSB & Associates, Inc. Tanya Gytri, WSB & Associates, Inc. Minneapolis a St. Cloud Equal Opportunity Employer K%01766 Final paymrnWac Owner: City of Cottage Grove 7516 80th St So Cottage Grove, MN 55016 -3161 For Period: 10/312009 to 2125/2010 Contractor: Max Steininger, Inc. 3080 Lexington Avenue South Eagan, MN 55121 1 k%lklfml Request No.: 2 & FINAL Pay Voucher TH 95 (Manning Avenue) at Lehigh Road Client Contract No.: Project No.: 01766 -00 Client Project No.: SP 8208 -34 (TH 95) / SAP 180 -010 -002 Projec_t_Summa _ 1 Original Contract Amount $290,441.81 2 Contract Changes - Addition $363.00 3 Contract Changes - Deduction $0.00 4 Revised Contract Amount $290,804.81 5 Value Completed to Date $265,140.21 6 Material on Hand $0.00 7 Amount Earned $265,140.21 8 Less Retainage $0.00 9 Subtotal $265,140.211 10 Less Amount Paid Previously $228,179.18' 11 Liq uidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 2 & FINAL $36,961.03' I HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NOTED CONTRACT, THAT THE CONTRACT HAS BEEN COMPLETED, THAT THE ENTIRE AMOUNT OF WORK SHOWN IN THE FINAL VOUCHER HAS BEEN PERFORMED AND THE TOTAL VALUE OF THE WORK PERFORMED IN ACCORDANCE WITH, AND PURSUANT TO, THE TERMS OF THE CONTRACT IS AS SHOWN IN THIS FINAL VOUCHER. Recommended for Approval by: WSB & Associates, Inc. Appi Max Specified Contract Completion Date, 11/30/2009 Comment: Construction Observer: Approved by Owner: City of Cottage Grove Date Page 1 Project Material Status Item No Item Description Units Unii Price Contract Quantity Quantity to Date Current Quantity Amount to Date Road 1 2021.501 MOBILIZATION LUMP SUM $34,100.00 1 1 0 $34,100.00 2 2101.501 CLEARING ACRE $2,499.84 0.6 0.81 D $2,024.87 3 2101.502 CLEARING TREE $99.99 8 11 0 $1,099.89 4 2101.506 GRUBBING ACRE $1,499.90 0.6 0.81 0 $1,214,92 5 2101:507 GRUBBING TREE $30.00 8 13 0 $390.00 6 2101.603 ROOT CUTTING LI N FT $3.50 300 272 272 $952.60 7 2104.501 REMOVE PIPE CULVERTS LIN FT $12.00 120 120 0 $1,440.00 8 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD $2,94 .2079 2079 0 $6,772.26 9 2104.509 REMOVE MARKER EACH $25.00 2 2 0 $50,00 T - 2104.509 REMOVEDELINEATOR EACH $25.00 2 20 $50.00 11 2104.509 REMOVE SIGN TYPE C EACH $25.00 5 5 0 $125.00 12 2104.509 REMOVE SIGN TYPE D EACH $50.00 1 1 0 $50.00 13 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $1.30 852 850 0 $1,105.00 14 2104.523 SALVAGE SIGN TYPE D EACH $50.00 1 1 0 $50.00 15 2104.523 SALVAGE SIGN TYPE SPECIAL EACH $25.00 2 2 0 $50.00 iG 2104.523 SALVAGE MAIL BOX SUPPORT EACH $35.00 7 6 1 $286.00 17 2105501 COMMON EXCAVATION CU YD $5.91 1360 1360 0 $8,037.60 18 2105.507 SUBGRADE EXCAVATION CU YD $6.45 7035 1035 0 $6,675.75 19 2105.521 GRANULAR BORROW (CV) CU YD $12.59 1089 1080 0 $13,597.20 '.20 2105.523 COMMON BORROW (CV) CU YD $6.48 2953 2950 0 $19,116.00 21 2105.525 TOPSOIL BORROW (CV) CU YD $15,86 423 423 0 $6,708.78 22 2123610 STREET SWEEPER (WIT PICKUP BROOM) HOUR $111.95 4 2.5 0 $279.88 23 2130.501 WATER M GALLONS $20.00 60 0 0 $0,00 24 2211.503 AGGREGATE BASE (CV) CLASS 5 (P) CU YD $21.23 1028 1028 0 $21,82444 21.503 AGGREGATE SHOULDERING (CV) CLASS 2 (P) CU YD $61.82 54 54 11.75 $3,338.28 ff272 50.501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON $65.29 351 316.41 0 $20,658.41 ,501 TYPE LV 4 WEARING COURSE MIXTURE (B) TON $65.29 74 67.74 0 $a,42274 28 2357.502 BITUMINOUS MAI ERIAL FOR TACK COAT GALLON $2.11 186 100 0 $211,00 29 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON $65.29 327 384.99 100.54 $25,136.00 30 2501.511 15' CS PIPE CULVERT LIN FT $28.00 42 40 0 $1,120.00 31 2501.515 15" GS PIPE APRON EACH $349.96 2 2 0 $699.96 32 2501.515 24" RC PIPE APRON EACH $799.95 2 2 0 $1,599.90 33 2501.561 24" RC PIPE CULVERT DESIGN 3006 LIN FT $38,00 54 64 0 $2,052.00, 34 - 2501,561 42" RC PIPE CULVERT DESIGN 3006 LIN FT $79.99 192 180 0 $14,398.20 35 2501.567 42" RC SAFETY APRON 8 GRATE DESIGN 3132 EACH $2,199.86 6 6 6 $13,199.16 36 2511.515 GEOTEXTILE FILTER TYPE IV SQ YD $4.00 59 T 59 0 $236.00 37 2511,607 RANDOM RIPRAP SPECIAL CU YD $139.99 30 30 0 $4,19970 38 2533.507 P ORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT $12.00 750 740 190 $8,880.00 39 2533.508 RELOCATE PORTABLE PRECAST CONC BA RRIER DESIGN 8337 LIN FT $4,00 200 102 2 $408.00 '40 2540.602 INSTALL MAIL BOX SUPPORT i EACH $75.00 7 8 _ 0 $600.00 41 2554,509 GUIDE POST TYPE B EACH $40.00 4 4 0$16000 42 2554.602 IMPACT ATTENUATOR BARRELS EACH $174.99 32 32 0 $5,599.68 43 2554.602 RELOCATE IMPACT ATTENUATOR BARRELS EACH $40.00 32 32 8 $1,280,00 44 2563,601 TRAFFIC CONTROL LUMP SUM $2,399.85 1 1 0 $2,399.85 45 2563.602 RAISED PAVEMENT MARKER TEMPORARY EACH $1.50 22 22 0 $33.00 46 2564.531 SIGN PANELS TYPE C SO FT $30.00 36,9 36,92 0.02 $7,107.60 47 2564.531 SIGN PANELS TYPE D SO FT $30.00 45 45 0 $1,350.00 148 2564.537 INSTALL SIGN TYPE D EACH $174.99 1 1 0 $174.99 49 2564,537 INSTALL SIGN TYPE SPECIAL EACH $124.99 Z 2 0 $249.98 50 2564.555 END OF ROADWAY MARKER X4 -11 EACH $94.99 2 2 _ 0 $189.98 Page 2 tem No Item Description Units Unit Price Contract Quantity Quantity to Data Current Quantity Amount to Date i1 2572.501 TEMPORARY FENCE LIN FT $L55 500 0 0 $0.00 5 2 257502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.40 1700 1741 241 $2,437.40 i3 2573.540 FILTER LOG TYPE STRAW BIOROLL LIN FT $2.25 100 75 0 $168.75 54 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1,039,06 4 0 0 $0.00 55 2573.602 CULVERT PROTECTION EACH $149.99 3 0 0 $0.00 56 2575.501 SEEDING ACRE $164.99 2.1 1.26 0 $207.89 W 2575.502 SEED MIXTURE 150 POUND $1,75 27 0 0 $0.00 58 2575.502 SEED MIXTURE 250 POUND $1.98 44 20.3 0 $40.19 59 2575.502 SEED MIXTURE 270 POUND $210 94 92.4 0 $194.04 60 2575.511 MULCH MATERIAL TYPE 1 TON $174.99 2.6 1.18 0 $206.49 61 2575.519 DISK ANCHORING ACRE $70.00 0.7 0.59 0 $41.30 62 2575.523 EROSION CONTROL BLANKETS CATEGORY 1 SQ YD $0.85 4041 3240 D $2,754.00 63 2575.532 FERTILIZER TYPE 1 (22 -5 -10) POUND $0.35 490 371 0 $129.85 64 2581.501 REMOVABLE PREFORMED PLASTIC MARKING LIN FT $1.05 7760 6466 34 $6,789.30 65 2581,603 REMOVABLE PREFORMED PLASTIC MASK (BLACK) LIN FT $1.95 13200 4642 0 $9,051,90 G6 2582.501 PAVEMENT MESSAGE (RT ARROW) EPDXY EACH $169.99 2 2 0 $339.98 67 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $2.00 1050 820 0 $1,640.00 G8 2562.502 24" STOP LINE WHITE -EPDXY LIN FT $9.50 20 24 0 $228.00 69 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT $4.00 330 369 24 $1,476.00 Totals For Section Road: $264,743.11 Work Order 1 70 2102.502 PAVEMENT MARKING REMOVAL - PERMANENT UN FT $1.10 330 361 361 Totals For Work Order 1: M$266140.21 Project Totals; Page 3 Project Payment Status Owner: City of Cottage Grove Client Project No.: SP 8208 -34 (TH 95) / SAP 180 - 010 -002 Client Contract No.: Project No.: 01766 -00 Contractor: Max Steininger, Inc. Cnntrnrt Channas No. Type Date Description Amount VVO1 Work Order 11/6/2009 Pavement Marking Removal $363.00 C hange Order T otals: 1 $363.00 Pav m,o n4 Ci�m mare No. From To Date Payment Total Retainage Total Total or Ce tMed Total or Date Payment Per Payment Retainage Payment + Per Payment Certified Retainage 1 8/3/2009 10/2/2009 $228,179.18 $228,179.18 $12,009.43 $12,009.43 $240,188.61 $240,188.61 $240,188.61 2& 10/3/2009 2/25/2010 $36,961.03 $265,140.21 ($12,009.43) $0.00 $265,140.21 $24,951.60 $265,140.21 FINAL _ Payment Totals: $265,140.21 $0.00 $265,140.21 $265,140.21 Protect Summ ary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $265,140.21 Original Contract: $0.00 Contract Changes: $265,140.21 Revised Contract: $290,441.81 $363.00 $290,804.81 Page 4