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HomeMy WebLinkAboutItem 06.jDecember 12, 2012 Proposed Action Staff recommends adoption of the following motion: Move to approve final acceptance and final payment to Barber Construction, Inc. for Safe Routes to School, City Project No. 08 -09. Passage of this motion will result in the acceptance of the project and final payment to the contractor. Overview Barber Construction, Inc. is requesting final acceptance and final payment of Pay Estimate No. 4 in the amount of $11,1 56.39 for Safe Routes to School, City Improvement Project 08 -09. Attached is a summary page of the final estimate. The original contract amount was $178,279.50 with two change orders in the amounts of $8,1 08.40 and $23,570.91, resulting in a total contract amount of $209,958.81. The final contract amount is $207,794.81. All necessary paperwork has been submitted. Engineering recommends approval of final acceptance of the project and final payment to the contractor. Primary issues to Consider • Was all work satisfactorily completed? All work was satisfactorily completed and the contractor has met the administrative requirements for final payment. Supporting Information Request for final payment from Barber Construction, Inc., dated December 3, 2012 • Final Pay Estimate summary page Item No. FINAL ACCEPTANCE AND APPROVAL OF FINAL PAY ESTIMATE SAFE ROUTES TO SCHOOL, CP 08 -09 December 17, 2012 City Council Meeting Financial impact: $11,156.39 Budgeted: Yes Source: Pavement Management Fund Related Documents (CIP, ERP, etc.): Notes: Mk City of Lakevik RE SP .188-5.91002 Safe Rcutes to SdTOCI F.RDSVL JakeErhe V.P. Elarber Construction Inc, Mark, This ett.er is to iform request-final payment for - E,H the. work trom-f,-,roject ILEE-6-91-0:02. arc routes to szhoof, AN work has been comp. Thanks Jske BDrber 'Barber Construction ;nc. -- 12-3-2012 PROJECT: City of Lakeville Safe Routes to School SP 188 - 591 -002 Minn Proj 1910(164) City Improvement Project 08 -09 DATE: ESTIMATE NO. OWNER: CONTRACTOR: ORIGINAL CONTRACT AMOUNT: CHANGE ORDER NO. 1 CHANGE ORDER NO 2 TOTAL CONTRACT AMOUNT November 30, 2012 4 & Final City of Lakeville, Minnesota Barber Construction, Inc. 4350 Main Street St. Bonifacious, MN 55375 WORK COMPLETED TO DATE: MATERIALS ON HAND: SUBTOTAL: LESS AMOUNT RETAINED: 0% LESS PREVIOUS PAYMENTS: AMOUNT DUE THIS PAYMENT: REMARKS: RECOMMENDATION FOR PAYMENT SUMMARY REQUEST THIS ESTIMATE $178,279.50 $ 8,108.40 $ 23,570.91 $209,958.81 207,794.81 207,794.81 196,638.42 11,156.39 This is to certify to the best of my knowledge, information and belief, the quantities and values of work certified herein are fair approximate estimates for the period covered by this voucher. Name of Contractor: BARBER CONSTRUCTION, INC. This is to certify that the work shown in the Statement of Work certified herein has been actually furnished for the above - mentioned project in accordance with the plans and specifications heretofore approved and that the total work is 100% completed as of November 30, 2012. I hereby recommend payment of this voucher. SIGNED: DATE: SIGNED: DATE: Mark DuChene City Engineer SIGNED: TITLE: DATE RECOMMENDED FOR PAYMENT BY THE CITY OF LAKEVILLE, MINNESOTA. SIGNED: DATE: Finance Director Item No Item Quantity Unit Minor Extra Work Order2 2502.521 16" RC PPE DRAIN CLASS V 2104.501 REMOVE SEWER PPS ;STORM) 2502.521 12" RC PIPE DRAIN CLASS V Minor Extra Wor6 Order 3 2565.602 TRANSFORMER & 5ERVICE EQUIPMENT Minor Extra Work Order 4 2575.623 HYDRC5EED1NG CHANGE ORDER 2 Minor Extra Work Order 5 2565.602 ELECTRIC METER 2565.616 FLASHING BEACON 030TEM CITY OF LAKEVILLE SAFE ROUTES TO SCHOOL PROJECT: CITY OF LAKEVILLE PROJECT 140. 08 -00 S.P. NO. 188. 5914102 MINNESOTA PROJECT NO. SRTS1910(164) OWNER: CITY OF LAKEVILLE CONTRACTOR BARBER CONSTRUCTION, INC PAY ESTIMATE NO: 4 GRAND TOTAL: Current Contract Contract Pay Est. Current Pay Est. Quantity Price Extension Quantity Extension to Date Extension to Date 2104.501 REMOVE SEWER PIPE (5TDRM;: 10 LF 5 50.40 ` 1.;0 500.00. 5 0 $ 2104.501 REMOVE CURB AND GUTTER 117 LF S; 37.00 1.980.00 - 5 127 $ 2,169.00 2904,503 PSMOVE CONCRETE WALK 240 SF $ 6.00 8 :.470.40 0 267 5 1,602,00 2104.505 REMOVE 61TUMINOU5 PAVEMENT 78 SY $ 8.00 �', 024.44 $ - 78 9 624. 2104.509 REMOVE PIPE APRON , EACH EACH : 5 1,000.00 0 1,300.00 0 1 0 1,060.40 00 2104.509 REMOVE DRA(OAGE STRUCTURE 1 5 2.000 00 $ 2,000,00 1 $ 2,000.00 2104.523 SALVAGE 01011 TYPE 0 2 EACH 400.00 $ 600.00. 2 $ 800.00 4 0 1,000.00 2105.501 COMMON EXCAVATION (P} 720 CY ! 5 19,00 i. 0 13.580.00 $ - 720 0 13,080.00 2105.522 SELECT GRANULAR ORROW (CV) 105 CY 0 20.00 i $ 2.100,00 $ 1305 $ 2,780.00 2211.501 AGGREGATE BASE CLASS 5 745 TON 5 19.40 S 14,155.00 $ 725 0 13.775.00 25 02.521 12" RC PIPE DRAIN CLASS V 25 LF ! 5 64.00 ' 0 1.500 ,00 S 0 0 2503.602 0080E03 TO EXISTING STORM SEWER 1 EACH $ 2 .000.06 S, 2,000.09 S - 1 0 2,000.00 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPCCIA'L EACH $ 7.900.00 �: 1.960.00 S - 1 5 7,900,070 25 ©6.522 ADJUST `UST FRAME $RING CASTING EACH S 800.00 i S 800,00 $ 0 5 - 25 .-501 "4 °'.CCiKiCRE'€E,WA 9 6 189..= $= "5` '4 :90 i 5 `J 52,660.03 5 7.780= 5" 31,120.00 2521.511 2.5 "B`TUMINGUSWALK 15,815 SK `00 5 30 048.50 5 15.815 3 30.1346.50 2531.501 CONCRETE CURS & GUTTER D; =5:0711 8618 117 LP 0 27.00 15 3 .159.00 $ 127 $ 3.42500 2531.602 PEDESTRIAN CURB RAMP - TRUNCATED GAME SYS 8 EACH I 0 400.00 ! 5 3,200.00 $ B 5 3,200, 2540 662 BICYCLE RACK I 3 EACH ' 0 1.260.00 . 0 3,800.00 OF I $ 9' $ 33:525000 .600 AD 2545.523 2 "NON - ETAL LiC CONDUFO 225 5.00 5 125.60 2z . 0 20.00 2545.523 2" NON- METALLfC GONG (DIRECTIONAL 500E) 200 F $ 22.00 5; 4, 900.00 $ 200 S 4,400.40 2545.553 HANDHOLE 7 EACH I 0 9;70.00 $ 0,300.00 $ 7 5 5.340,00 2563.601 TRAFFIC CONTROL 1 LS $ 2.930.00 • 0 2,800.00 0 - 1 $ 2,900.000 2664,537 INSTALL SIGN TYPE 0 11 EACH 15 300.00: $ 3.300.00 $ - 11 0 3,300.00 2565.616 F LASHING BEACON SYSTEM 1 SYS : 5 24.000.00 S 24.000.00 5 1.00 S 24,300.06 2573.502 SILT FENCE, TYPE, PR945SEMBLED 1,570 LE S 2.00 5 3.140.00 0 - 688 9 1,376.00 2573.530 STORM DRAIN INLET PROTECTION 2 EACH. I 0 100,00 5 200.00 $ 2 0 200.011 2575.505 SODDING TYPE LAWN 700 SY ' 5 7.0© 3 4.900.00 0 - S 2575.555 TURF ESTABLISHMENT LS ' $ 3.000. 00 a 3.000,00 $ - 1 .S 3,000.00 2582.502 24" SOLID LINE WHIT= -PAINT 58 L° 5 406.00 1 5 7.00 8 8 1 E 0 427. 2582.503 CROSSWALK MARKI:6G•PA114T 378 SF $ 2.50 : 0 1.323.00 0 342 S", 1.197.00 TOTAL: $ 178,279.50 $ 807,00 $ 168,742.50 CHANGE ORDER 1 Minor Extra Work Order 1 2506.522 Arms` FRAME RING & CASTING 1 EACH, 5 0,000.00 ! 0 1.600.00 1 $ - 1 $ 4800.00 2506.522 ADJUST FRAME RING & CASING -1 EACH 3 800.00 ! 0 (800.30)1 $ 850.00 $ $ 1,600.00 30 LF 580.00 ! 5 2.400.00 $ -19 LP 550.00 S (500.00} -25 L; 564.00 5 (1.600.001 $ 300.00 0 EACH $ 4,670.22 '.0 4.670.22 / 515 3 18,900.69 S 18,900.69 9 5 23.570.91 $ 15891 rei0 uttn ht9y ;svgs 783676 ' 7IIng s rorsfe is t4 0(8511 pOar_resu ed in psymer 00'560 $or yards pt7uted that dau (56 sf deduct). 30 $ 2.400.00 -10 -25 S 2,400,00 EACH 5 4,558.40 ` 0 4.556 40 $ 1 5 4.555,40 $ 4,555.40 5 $ 4,558.40 700 SY 5 3.00 10 2.450.00 $ 1978 0 8,920.00 $ 2.450.00 $ $ 6,923.00 5209,958,61 5 807.00 3 4 ,873.22 2 $ 18,900.69 $ 23,570.91 5. 287,794.81