The URL can be used to link to this page

Home My WebLink About6.h. Payment #5 & Final-Chippendale/CSAH 42 Improvements, City Project #344CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: August 2, 2004 AGENDA ITEM: Payment #5 & Final- Chippendale AGENDA SECTION: Avenue /CASH 42 Street & Utility Improvements, City Project Consent #344 PREPARED BY: Andrew J. Brotzler, P.E., City Engineer W __ A WW'# 6 ATTACHMENTS: Pay Voucher #5 & Final, Correspondence APPROVED BY• w /Dakota County, Final Cost Split RECOMMENDED ACTION: MOTION TO AUTHORIZE PAYMENT #5 AND FINAL TO McNAMARA CONTRACTING, INC. IN THE AMOUNT OF $47,411.15 FOR CHIPPENDALE AVENUE /CSAH 42 STREET AND UTILITY IMPROVEMENTS, CITY PROJECT #344 AND ACCEPT FOR PERPETUAL MAINTENANCE SUBJECT TO CONDITIONS ENUMERATED BELOW. ACTION: BACKGROUND: This item is on the agenda to request Payment #5 and final to McNamara Contracting in the amount of $47,411.15 for the Chippendale Avenue /CSAH 42 Street and Utility Improvements, City Project #344. The revised contract amount was $1,069.364.41 and the final total cost for the project was $1,089,398.12 that results in an overrun of $20,033.71 or about 2 % of the revised contract amount. The reasons for the overrun of the revised contract amount resulted from additional work requested by Dakota County that included relocation of the bike kiosk located in the northeast quadrant of the CSAH 42 and Chippendale intersection, additional milling on CSAH 42, additional bituminous on CSAH 42 and additional concrete median on CSAH 42. Staff requested that Dakota County fund 100% of their additional work and in return Dakota County agreed upon those terms. Letters regarding this correspondence with Dakota County are included for your information. The final breakdown for funding of the project for City and County is as follows: Cit of Rosemount Dakota Count Project Total $787,435.59 $301,962.53 $1,089,398.12 The City portion of this project is being funded by the Street C.I.P., special assessments and trail /sidewalk improvement fund. A breakdown of the final cost split between the City of Rosemount and Dakota County is also included for your information. SUMMARY: Staff recommends that Council approve Payment #5 and final for the project and accept the project for perpetual maintenance subject to the following conditions: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax. 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured. 3. Consent of Surety to Final Payment certification form the contractor's surety. 4. Two -year maintenance bond. & Associates Inc. July 12 2004 �Y Honorable Mayor and City Council t City of Rosemount 2875 145 Street West Rosemount, MN 55068 Attn: Cindy Dorniden, City of Rosemount Re: Construction Pay Voucher No. 5 (Final) Chippendale Avenue and CSAH 42 Street Improvements and Appurtenant Work .r City of Rosemount Project No. 344 WSB Project No. 1399 -00 Dear Mayor and Council Members: Please find enclosed the final Construction Pay Voucher No. 5 for the above - referenced project in the amount of $47,411.15. We recommend final payment subject to receipt of ;t. the following items: 1. Satisfactory showing that the contractor has complied with the provisions of e . Minnesota Statutes 29092 requiring withholding q g g state income tax. 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been funy paid or satisfactorily secured. 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. Two -year maintenance bond. Please make payment in this amount to McNamara Contracting, Inc. at your earliest convenience. Sincerely, WSB & Associates, Inc. David�`u a; A4 — Project Manager Enclosures - js Minneapolis • St. Cloud Eaual O000rtunity Emnlnyer A Owner: City of Rosemount Date: June 29, 2004 WSB For Period: 3/11/2004 to 4/25/2004 Request No: 5 and FINAL Contractor: McNamara Contracting, Inc. PAY VOUCHER CHIPPENDALE AVENUE AND CSAH 42 STREET IMPROVEMENTS AND APPURTENANT WORK CITY OF ROSEMOUNT PROJECT NO. 344 WSB PROJECT NO. 1399 -00 SUMMARY 1 Original Contract Amount $ 1,046,226.56 2 Change Order - Addition $ 23,137.85 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 1,069,364.41 5 Value Completed to Date $ 1,089,398.12 6 Material on Hand $ 0.00 7 Amount Earned $ 1,089,398.12 8 Less Retainage $ 0.00 9 Subtotal $ 1,089,398.12 10 Less Amount Paid Previously $ 1,041,986.97 11 AMOUNT DUE THIS PAY VOUCHER NO. 5 and FINAL $ 47,411.15 Recommended for Approval by: WSB & Associates, Inc. Project Man r /Engineer C&euction Observer Approved by Contractor: Ap o e Owner. MCNAMARA CO C IN YO O LINT V 61/ Specified Contract Completion Date: Date: October 31, 2003 Y ofd F:IWPW?M1399-00Z,- A1399A0 Pry V.-h., NO. 5.xls Pay Voucher No. 5 and Final Chippendale Avenue and CSAH 42 City of Rosemount Project No. 344 WSB Project No. 1399-00 June 29, 2004 Item No. Material No. Item Description Unit Contract Quantity Unit Price Current Quantity Quantity to Date Amount to Date BASE BID 1 2021.501 MOBILIZATION LUMP SUM 1 $46,320.00 0 1 $46,320.00 2 2101.502 CLEARING TREE 18 $250.00 7 37 $9,250.00 3 12101.507 GRUBBING TREE 18 $200.00 71 36 $7,200.00 4 2101.511 CLEARING AND GRUBBING LUMP SUM 1 $1,500.00 0 1 $1,500.00 5 2102,502 PAVEMENT MARKING REMOVAL LIN FT 2890 $0.55 0 $0.00 6 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 168 $13.30 0 110 $1,463.00 7 2104.501 REMOVE CURB AND GUTTER LIN FT 4725 $4.00 0 4669 $18,676.00 8 2104.501 REMOVE BITUMINOUS CURB LIN FT 815 $3.00 0 826 $2,478.00 9 2104.503 REMOVE CONCRETE MEDIAN SO FT 2055 $1.00 01 4450 $4,450.00 10 2104.505 REMOVE CONCRETE PAVEMENT SO YD 95 $10.00 ol 95 $950.00 11 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD 5975 $3.50 01 6021 $21,073.50 12 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 8 $275.00 0 6 $1,650.00 13 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 3650 $3.00 0 4891 $14,673.00 14 2104.523 SALVAGE SIGN EACH 14 $22,00 0 13 $286.00 15 2105.501 COMMON EXCAVATION CUYD 7170 $13.75 0 5951 $81,826.25 16 2105.507 SUBGRADE EXCAVATION CUYD 720 $13.75 0 33 $453.75 17 2105.522 SELECT GRANULAR BORROW (LV) CU YD 2500 $14.30 0 668 $9,552.40 18 2105.525 TOPSOIL BORROW (LV) CUYD 50 $17,50 01 511.17 $8,945.48 19 2211.501 AGGREGATE BASE CLASS 5 TON 6700 $13.75 0 5280.44 $72,606.05 20 2232,501 MILL BITUMINOUS SURFACE (1.5 ") SO YD 8770 $1.25 0 18978 $23,722.50 21 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (B) TON 250 $63.30 0 613.18 $38,814.29 22 2350.501 TYPE LV 4 WEARING COURSE MIXTURE (B) TON 1330 $35.75 0 1408.95 $50,369,96 23 2350.502 TYPE HV 3 NON WEARING COURSE MIXTURE (B) TON 490 $55.90 0 265.11 $14,819.65 24 2350.502 TYPE MV 3NON WEARING COURSE MIXTURE (B) TON 1 655 $46.50 01 382.78 $17,799.27 25 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (8) TON 760 $33.60 0 972.27 $32,668.27 26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 1100 $3.00 0 1233 $3,699.00 27 2401.604 CONCRETE MEDIAN SO YD 395 $26.55 0 628.5 $16,686.68 28 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON 32 $28.60 0 0 $0.00 29 2501.515 15" RC PIPE APRON EACH 1 $869.00 0 0 $0.00 30 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 1 $429.00 01 0 $0.00 31 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 144 $42.90 01 122 $5,233.80 32 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS 111 LIN FT 21 $46.20 01 0 $0.00 33 2503.541 36" RCPIPE SEWER DESIGN 3006 CLASS III LIN FT 8 $68.20 0 0 $0.00 34 2504.602 RELOCATE HYDRANT & VALVE EACH 1 $2,365.00 0 1 $2,365.00 35 2504.602 ADJUST VALVE BOX EACH 10 $250.00 0 11 $2,750.00 36 2504.602 VALVE BOX EXTENSION EACH 3 $250.00 0 13 $3,250.00 37 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT 25.28 $434.50 0 33.6 $14,599.20 38 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT 17.47 $544.50 0 17.47 $9,512.42 39 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN H EACH 1 $1,419.00 0 1 $1,419.00 40' 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 2 $1,974.50 0 2 $3,949.00 41 2506.503 RECONSTRUCT DRAINAGE STRUCTURE LIN FT 28 $434.50 0 28 $12,166.00 42 2506.516 CASTING ASSEMBLY EACH 9 $525.00 0 9 $4,725.00 43 2506.522 ADJUST FRAME & RING CASTING EACH 19 $300.00 0 17 $5,100:00 44 2506.602 CONNECT INTO EXISTING STORM SEWER EACH 11 $385.00 0 11 $4,235.00 45 2521.501 4" CONCRETE WALK SO FT 17500 $3.50 0 17944 $62,804:00 46 2521.501 6" CONCRETE WALK SO FT 560 $5.25 01 285 $1,496.25 47 2521.603 BITUMINOUS BIKE PATH LIN FT 3405 $17.60 01 3392 $59,699.20 48 2531.501 CONCRETE CURB & GUTTER DESIGN B418 LIN FT 800_ $11.50 01 355.5 $4,088.25 49 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 4905 $10.75 01 5416 $58,222.00 50 2531,507 6" CONCRETE DRIVEWAY PAVEMENT SO YD 45 $100.00 01 109.87 $10,987.00 51 2531.507 8" CONCRETE DRIVEWAY PAVEMENT SO YD 60 $135.00 0 341.5 $46,102.50 52 2531.604 7" CONCRETE VALLEY GUTTER SO YD 30 $90.00 0 54 $4,860.00 53 2545.602 RELOCATE LIGHTING UNIT EACH 3 $979.00 0 01 $0.00 54' `.2563.601 TRAFFIC CONTROL LUMP SUM 1 $19,000.00 0 1.241 $23,560.00 55 2564.531 SIGN PANELS TYPE C SO FT 104.75 $23.10 0 129.5 $2,991.45 56 2564.536 INSTALL SIGN PANEL TYPE C EACH 14 $93.50 0 9 $841,50 57 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORMED EACH 8 $365.00 01 10 $3,650.00 58 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORMED EACH 10 $365.00 0 8 $2,920.00 2 of 4 FAWPWIM1399.00IExceR1399 -00 Pay Voucher No. 5.x1s Pay Voucher No. 5 and Final Chippendale Avenue and CSAH 42 City of Rosemount Project No. 344 WSB Project No. 1399 -00 J June 29, 2004 Item No. Material No. Item Description Unit Contract Quantity Unit Price Current Quantity Quantity to Date Amount to Date 59 2564.603 4" SOLID LINE WHITE -EPDXY LIN FT 2485 $0.55 0 2966 $1,631.30 60 2564.603 8" SOLID LINE WHITE -EPDXY LIN FT 750 $3.85 0 1055 $4,061.75 61 2564.603 4" BROKEN LINE WHITE -EPDXY LIN FT 1730 $0.55 0 842 $463.10 62 2564.603 4" DOUBLE SOLID LINE YELLOW -EPDXY - LW FT 2275 $1.18 0 2608 $3,077.44 63 2564.603 24" SOLID LINE YELLOW -EPDXY LIN FT 160 $6.05 0 268 $1,621.40 64 2565.511 FULL T ACT T CONTROL SIGNAL SYSTEM SIG SYS 1 $160,545.00 0 1 $160,545.00 65 2571.501 CONIFEROUS TREE UHT B &B TREE 3 $400.00 3 5 $2,000.00 66 2571.502 1 DECIDUOUS TREE 2.5" CAL B &B TREE 4 $400.00 0 4 $1,600.00 67 1 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1 2500 $3.00 0 273 $819.00 68 1 2575.505 1 SODDING TYPE LAWN SO YD 1 11200 $3.35 98691 109391 $36,645.65 Total BASE BID $1,065,924.27 GRAND TOTAL $1,089,398A 3 of 4 F.A*PW7M9399 -0OWxceh1399 -00 Pay Voucher No. 5.xls CHANGE ORDER NO.1 69 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORMED EACH -2 $365.00 0 0 $0.00 70 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORMED EACH -4 $365.00 0 0 $0.00 71 2564.602 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH 2 $265.00 0 0 $0.00 72 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH 4 $265.00 0 0 $0.00 73 2340.521 IRREGULAR WIDTH PAVING SQ YD 128 $34.45 0 128 $4,409.60 74 2521.603 JBITUMINOVS BIKE PATH " " LIN FT 350 $17.60 0 335 $5,896.00 75 1 90803 JADD WATER AND SEWER SERVICES LUMP SUM 1 $13,168.25 0 1 $13,168.25 Total CHANGE ORDER NO. 1 $23,473.85 GRAND TOTAL $1,089,398A 3 of 4 F.A*PW7M9399 -0OWxceh1399 -00 Pay Voucher No. 5.xls PROJECT PAYMENT STATUS OWNER: CITY OF ROSEMOUNT CITY OF ROSEMOUNT PROJECT NO. 344 WSB PROJECT NO. 1399 -00 CONTRACTOR: MCNAMARA CONTRACTING, INC. CHANGE ORDERS No. Date Description Amount 1 9/10/2003 Modified contract quantities. $23,137.85 $15,684.07 $313,681.45 2 10/01/2003 10/31/03 $460,963.62 $39,945.32 $798,906.32 Total Change Orders $23,137.85 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 09/1512003 09/30/03 $297,997.38 $15,684.07 $313,681.45 2 10/01/2003 10/31/03 $460,963.62 $39,945.32 $798,906.32 3 11/01/2003 11/30/03 $271,492.87 $10,000.00 $1,040,453.87 4 12/01/2003 03/10/04 $11,533.10 $10,000.00 $1,051,986.97 5 and FINAL 1 1 03/1112004 06/25/04 $47,411.15 $0.00 $1,089,398.12 Material on Hand Total Payment to Date $1,089,398.12 " Original Contract $1,046,226.56 Retains a Pay No. 5 and FINAL $0.00 Change Orders $23,137.85 Total Amount Earned $1,089,398.12 Revised Contract $1,069,364.41 4 of4 F.9WPMAn1"9- 00WXcd1999.00 Pay Vouchw No. yids f CITY OF ROSEMOU NT 2875 `145hSteetWest Rosemount, MN 55068 -4997 Phone: 651 - 423 -4411 Hearing Impaired: 651 - 423.6219 Fax: 651- 423 -5203 October 8, 2003 Dakota County Transportation Department Attn: Dave Zech 14955 Galaxie Avenue Apple Valley, MN 55124 Re: Chippendale Avenue /CSAH 42 Improvements City Project #344 Dear Mr. tech: This letter is in regards to the additional work requested by Dakota County at the October 2, 2003 weekly construction meeting for the above referenced project. The additional work requested to be completed includes relocation of the bike kiosk in, the northeast quadrant of the CSAH 42 /Chippendale Intersection, additional milling and overlay at the CSAH 42 /Chippendale Avenue intersection and westbound CSAH 42 from the beginning of the new tapers to the Chippendale Avenue intersection and a concrete median on CSAH 42, east of Chippendale Avenue, that was originally proposed to be left as an existing grass median. The approximate corresponding quantities and costs are as follows: Item Material Item Unit Quantity Unit Total No. No. 12232.501 Price 1 Mill Bituminous Surface _(1.5" Sq yd 2222 $1.25 $2,777.50 2 2350.502 Type HV3 Non Wearing Ton 202 $55.90 $11,291.80 Course Mixture 0) 3 2401.604 Concrete Median Sq yd 412 $26.55 $10,938.60 4 NA Salvage & Relocate Bike Lump i T & M Unknown Kiosk Sum TOTAL $25,007.90 As this cost is above and beyond the original project scope and budget approved by the Rosemount City Council, the City of Rosemount is unfortunately not in a position to participate in this additional cost. Should Dakota County choose to have the contractor proceed with the above additional work, we, would anticipate that 100 percent of the additional work will be funded by Dakota County. Please advise us at your earliest convenience of Dakota County's position to have the contractor complete this additional work. C O UN T Y Transportation Department October 17, 2003 Mark J. Krebsbach, P.E. Transportation Director! County Engineer Andrew J. Brotzler, PE Dakota count City Engineer Empire Transportation Facility City of Rosemount 2800 160th Street W. Rosemount; MN 55068 2875 =145 Street West Rosemount, MN 55068 -4997 952.891.7900 Fax 952.891.7909 www.co.dakota.mn.us SUBJECT: Chippendale Avenue /CSAH 42 Improvements Dear Andy: This letter is in response to your letter dated October 8 requesting that Dakota County fund additional work requested at a weekly meeting. Please proceed'with the milling and paving work, concrete median work and relocation of the kiosk. Dakota County agrees that the extra work for these specific items should be funded entirely through Dakota County. The extra milling and paving in the south half of the intersection is approximately 430 square yards and the concrete paving between station 10 +20 to 11 +00 is approximately 80 square yards of additional concrete paving. Thank you for your cooperation in completing this work. If you have any questions please call me at 952 -891 -7108. Sincerely, , Dave Zech, Assistant County Engineer PrnRed an recYded paper with 30% post - consumer waste. M EQUAL orroan"Tr ermwrea LODE U au"T ITLES TOTAL PROJECT CITY SAP 208. 107-05 COUNTY SAP 19- 64241 NO. ITTEM EM NO 140 . DESCRIPTION UNIT QUANTITY 57447 COST TOTAL COST NOTES CITYOFR05EMOUNT DAKOTA COUNTY FINALQUANTITY DAKOTA COUNTY COST QUANTITY ANnTY QUANTITY QUANTITY QUANTITY 1 2021.501 MOBILIZATION LUMP SUM 1 $46,320.00 546,320.00 QUANTITY COST ANTITY COST QUANTITY COST UAN77TY - COST QUANTITY COST 2.. 2101.502 CLEARING TREE '5250 1 $46,320.00 0.8515 S39,441.48 0.1485 .$6,878.52 1-00 546,320.00 0.15 % ,878.52 3 2101.307 CRUBBONO IB .00 $00.00 45 N 54,500.00 1525 .$3,812.50. 2.75 5687.50 37 $9,250.00 5.7 55,413.19 TREE 16 $200.00 13,60D.00 IB S3,600.00 1525 13,050,00 .2.75 555000 . 36 4 2101.511 CLEARMG GRUBBING L LUMP SUM 1 SI,5000D 57,500.00 1 fI,SOD.00 0.725 .$7,200-00 5.5 51,100.00 5 2102.502 PAVE15EN7' MARKING REMOVAL LIN FT 2890 10.55 51,589.50 51,087 .50 02 75 $412.50 1 00 515.00 0.3 5412.50 6 2104.501 REMOVE SEWER PI PS (STORK LIN FT 2890 51,589.50 1300.5 $71528 .1389.5' 1874.23 0 %.00 0.0 $0.00 7 2109.501 REMOVE CURB ANDG UTTER 168 $1330 52,234.90 168 52,234.40 119.6 $1,590.68 48:4 5643.72 Ito $1463.00 , 31,7 5421.48 8 2104.50 REMOVE . CURB LIN FT 4725 54.00 1118,900.0D 4725 118.900-00 3330.75 51752).00 1794.25 55,577.08 4669 518,676.00 1377.7 $5,510.90 9 LIN FT 815 53.00 12,445.00 815 12,445.00 US 12,445.00 0 $0.00 826 52,478.00 0.0 2109.507 3 REMOVE CONCRETE MEDLW CONCRETS SQ FT .2055 51:00 $2,055.00 2055 12,051.00. 924.75 %:00 10 2104.505 REMOVE CONCRETE JAY 544$247 SQ YD 95 110.00 2950.00 $924.75 113025 51,13015 4450 $4,450.00' 2447.5 52,447.50 11 2104.505 REMOVE BITUMINOUS PAVEMENT 95 5950.00 70.23 $702.50 24.75 $247.50 95 5950.00 24.8 1297:50 12 2104509 REMOVE MANHOLES OR CATCH BASIN SQ YD 5975 53.50 $20,912.50 3975 S20,912.50 5218.75 118,265.63 756.25 $2,646.88 6021 S21,073.50 762.1 $2,667.25 EACH 8 5275-00 $2,200.00 8 52.200.00 4.7 SI,292.30 3.3 190750 6 51,630.00. 2.5 13 2104 .513 SAWING BITIJMiNOU3 PAVEMENT (FULL DEPTH) LIN 3650 $3.00 $10,950.00 3650 SI0,950.00 %80.67 14 2104.523 SALVAGE SIGN EACH 14 2785 Y7,I55.00 1265 $3,795.00 4891 574,673,00 1695.1 55,08530 11 2103.501 COMMON EXCAVg71 ON $22.00 $308.00 14 5308.00 9.05 1199:10 4.95. 5108.90 13 5256.00 1.6 $101.12 16 2105.507 gUBORADE E%CAVA710N CU YD 7170 513.75 !98,587.50 7170 $98,587.50 4744.5 %5,236:88 2425.5 433,350.63 5951 581,92625 2013.1 327,680.55 CU YD 720 (13.75 59,900.00 720 $9,900.00 4725 16,496.88 241.5 53,403.13 37 5453,15 17 2105.522 SELECT GRANULAR BORROW (LV) CU YD 2500 $Ia.30 535,750.00 2500 535,750.00 1384.5 578,)68.35 11.3 $ 153.98 18 2105.525 TOPSOIL BORROW (LV) CU YD 50 517.50 1215.5 517,381 65 668 59,532.40 3248 59,64138 19 2211.501 AGGREGATE BASE CLASS! 5873.00 SO $975.00 30.73 13]8.13 1925 1336.68 511.17 58,943.48 196.8 '53, 444.01 20 2232.501 MILL BITUMINOUS SURFACE(LS') TON 6700 $13.75 592,125.00 6700 $92,125.00 4351.5 $59,833.13 2348.5 $32,291.88 5280.14 $72,6W.05 1850.9 525, /50.05 21 2]50 .501 TYPE COURSE MIXTURE SQYD 8770 51.25 S10,962.50 8770 510,%2.30 8770 110,962.50 0 SO.00 18978 $23.722.50 2222.0 52,77750 22 2350.501 TYPE LV 4 WEAR COURSE MIXTURE (B) TUN TON 230 $63.30 SI5,825.00 250' 515,625.00 112.5 17,12115 137.5 58,703.75 613:18 29 5392 134,131.36 23 2350.502 TYPE HV 3 NON-WEARCOURSE MIXTURE(B) 1330 575.75 197597.50 1730 547,517.50 1330 $97,307.50 0 $0.00 1908.95 96 0.0 10,00 24 .. 2)50502 TYPE MV 3 NON -WEAR COURSE MIXT tIRE {B) TON TON 490 553.90 $27,391.00 490 $27 220.5 $12,325.95 269.5 SI5,065.05 265.11 65 145.1 $9,150.91 25 2350.503 TYPE LV 324024 -WEAR COURSE MUT TIRE (B) 655 $46.50 $30,457.50 655 530,457.50 294.75 $13,705.88 36015 $16,751.63 382.79 27 210,5 - 59,789.60 26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT TON 760 533.60 123,536.00 760 $25,536.00 760 $25,536.00 0 $D.W 97217 7 0.0 $0.00 27 2401.604 CONCRETE MEDIAN GALLON 1100 53.00 $3,300.00 1100 53,300.00 924 52,772.00 176 S528.0D 1233 0 197.3 $991.94 22 2451.609 GRANULAR FOUNDATION AND/OR BEDDONG SQ YD 395 526.13 51042725 393 $10,487.25 217.9 55,785.25 177.1 14,702.01 628.5 8 693.2 518,42039 29 2501.513 15" RC PIPE APRON TON 32 SHAD 591510 32 $91510 18.8 1537.68 13.2 $377.52 0 SO.OD O.S 50.00 EACH 1. 5869.00 5869.00. 1 1869.00 1 $869.00 0 50.00 0 30 2301 .602 TRASH GUARD FOR I S" PIPE APRON EACH 1 $429.00 $429.00 1 70.00 0.0 SO.00 31 2503.541 IS "RC PIPE SEWER DESIGN 3006 CLV - TIN FT 149 S42.90 16,177.60 $429.00 I 5429.00 0 $0.00 0 %.00 0.0 10.00 32 2503.541 IS RC PIPE SEWER DESIGN 3006 CL III LM FT 21 144 $6,177.60 105.5 54,52395 38.5 $1,651.65 122 $5,233.80 32.6 $1599:31 33 2503.541 36" RC PIPE SEWER DESIGN 3006 CL m 546.20 $97020 21 $970.20 9,45 3436,59 11.55 5533.61 0 $0.00 0.0 $0.00 74 2501.602 RELOCATE HYDRANT &VALVE LIN FT 8 %8.20 5545.60 B 5541.60 8 5545.60 0 50.00 -0 $0.00 0.0 50-00 75 2506.602 ADJUST VALVE BOX EACH 1 52,365.00 $2365.00 1 $2,365.00 1 52,365.00 0 $0,00 52,365.00 0.0 $0.00 EACH t0 S250.00 S2,500.00 10 52,500.00 10 $2,500.00 0 50.00 II 36 2504.602 VALVE BOX EXTENSION EACH 3 5250.00 1750.00 3 52,750.00 0.0 SO.W 37 2506.501 CONST DRAINAGE ST RIK'7URE DES 48 -4020 LIN FT 25.28 5434.50 5750.00 3 $750.00 0 50.00 13 53,250.00 0.0 50.00 38 2506.302 CONST DRAINAGE STRUCTURE DES 60 SI0,984.16 .25.28 $10,984.16 19.7695 %,417.35 10.5705 54,566.61 77.6 514,599.20 14.0 56,069.81 39 2506.502 .9020 CONST DRAINAGE STRUCTURE DES H LIN FT 17.47 $544.50 $9512.42 17.47 , $9512.42 17.47 19,512,42 0 $0.00 17.47 $9512.42 0.0 10.00 EACH 1 51,419.00 51,419.00 F 51,419.00 1 fI,419.00 0 5000 1 40 2506502 CONST DRAINAGE STR DES SPECIAL I EACH 2 51,974.50 $3,949.00 $1,419.00 41 2506.507 RECONSTRUCT DRAINAGE STRUCTURE 2 53,949.00 1.45 $2,863.03 0.55 $1,085:92 2 13,999.00 0.6 51,065.98 42 2506.516 CASTING ASSEMBLY L FT 28 5434.50 112,166:00 28 512,166.00 21.4 59,298.30 66 867 12,.70 28 512,166.00 6.6 I2,867.70 43 2506.522 ADJUST FRAME AND RING CASTING EACH 9 S525.00 54,725.00 9 54,725.00 625 57,281.25 2.75 57,447.75 9 54,725.00 2.8 51,493.73 EACH 19 $300.00 55,700.00 19 55,700.00 17.9 55,770.00 1.1 1330.00 17 $5,100.00 1.0 $295.26 QUANTITIES NNE NO. $INIDOT ITEM NO DESCRIPTION UNIT .QUANTITY UNIT COST TOTAL COST NOTES - TOTAL PROJECT CITY SAP 208.107 CITY OF ROSEMOUNT COUNTY SAP 19 642.11 .DAKOTA COUNTY FIN,�.QHANTITY DAKOTA COUNTY COST QUANTITY QUANTITY QUANTITY ANTITY QUANTITY 44 45 46 47 48 49 50 51 2506.601 2521.501 2521.501 2521.603 2531.501 2531.501 2931307 2531.501 CONNECT tOEXISTINO STORM SEWER 4- CONCRETE WALK 6"CONCRETE WALK BITUMINOUS BIKE PATH CONCRE7E CURB &OU TIER OES16N1N1i CONCRETE CURB & OUITE R DESIGN 8618 6 CONCRETE DRIVEWAY PAVEMENT. 8- CONCRETE DRIVEWAY PAVEMENT EACH SQ PT SQ FT I.IM FT LIN PI' LIN PP SQ YD SQYD II .17500 560 NOS 800 4905 43 60 5385.00 $3.50 55.25 517.60 $11.30 510.75 5100.00 $135.00 $9,235.00 $61,250.00 $2,940.00 559,928.00 $9200.00 $52,728.75 54,300.00 58,100.00 AN71TY II 17500 560 3405 800 4905 45 60 COST $4,235.00 :$61,250.00 .. $2,940.00 $59,928.00 59,200.00 $52,728.75 S4TODi 0 58.100.00 QUANTITY 7.15 17451.6 560 2899 360 4025 45 60 COST 52,752.75 561,080.60 $2,940.00 551,022.40 30,140.00 1143,268.75 34,500.00 58,100.00 QUANTITY 3.85 48.4 0. 306 440 880 0 0 - COST $1,48215 5169.40 10.00 (8,905.60 $5,060.00 59,460.00 50.00 50.00 QUANTITY 11 17944 285 3392 355.5 9416 109.87 341.5 COST $4,23590 $62,804.00 .51.49625 $59,69920 $4,08825 558,222911 .510,9$7.00 596.102:50 ANTITY 3,9 49.6 all 504.1 195.5 .11132 0.0 0.0 COST $1,482.25 5173.70 fO.OD $8,871.60 $2,248.54. 511,966.90 SO.Op. $090. 52 33 54 SS 56 j 57 58 59 60 61 62 63 64 65 66 67 6B 25314604 7" CONCRETE VALLEY OUf'IER 2545.602 RELOCATELIOHTMOtINIT 2563.601 TL%MCCONTROL - 2564.531 SIGN PANELS TYPE 2564.536 INSTALL SIGN TYPE 2564.602 PAVEMENT MESSAGE EFL' POLY PREFORMED 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORMED 1561.603 4'SOLD)NNE WIETE•EPDXY 2564.603 6'SOLD) LINE WHITE-EPDXY 2564.603 4' BROKEN LINE WHITE•EPDXY 2564.603 r DOABLE SOLD) LINE YELLOW.EPoXY 2564.603 24' SOL DLINE YELLOW-EPDXY 2563.511 RILL EROUS CONTROL SIGNAL SYSTEM 2571.501 CONIFEROUS TRPE 6'HT B &B 1571302 DECIDUOUS TREE 2.S CAL B&B 2373302 SILT FENCE, TYPE HEAVY DUTY TY 2375305 SODDING TYPE LAWN TOTAL ORIGINAL CONTRACT SQYD EACH LUMP SUM SQ FT EACH EACH EACH LM Ff LIN FT LIN PT LIN FF LIN FT SIG SYS TREE TREE Lot FI SQ YD 30 1 1 104.75 14 8 10' 2485 750 1730 2275 160 1 3 4 2500 11200. $90.00 $979.00 5H9,000.00 523.10 $93.50 S365A 5365.00 $0.55 53.85. $0.53 SI,IB $6.05 $160,595.00 5400.00 5400.00 $3.00 53.35 I2,700,00 .52,937.00 $19,000.00 $2,419.73. 51,309:00' 12 92090 53,650.00. $1,366.75 $2,887.50 $951.50 $2,68430 596990 $160,345.00 !1.200.00 SI,600.00 57,500.00 537,520.00 71,046,22636 30 3 1 .104.73. 14 8 IO 2415 750 1730 2275 160 1 3 4 2500 11200 CHANGE ORDER NI $2,700.00 52,931.00 $19,000.00 $2,419.73 5 1,309.00 52,920.00 $3,650.00 S136b.75 52,887.50 5931.50 52,691:50 5968.00 5160,545.00 (1,200.00 f1,600.OD 57,50100 537,52000 51,046,22636 30 2.45 0.626 94.4375 9.03 6.9 6.7 1737 S30 - 1031.5 2275 160 0.5 1.9 2.9 .2197.5 9753.5 12,700.0D 52,398.55 $11.894.00 52,111.51 846 $18 51,518.50 52,44 5.30 $955.35 52,040.50 (56733 $2,684.50 5968.00 $80,272.50 5760,00 $1,160.00 56,592.50 532,674.23 $752,41837 0 0.55 0.374 10.3125. 4.95 1.1 3.3 748 220 698.5 0 0 0.5 i.l LI 302.3 1446.5 $0.00 S538AS 57,106.00 $23822 $462.83 $401.50 51,204.50 $911.40 5847.00 5384.1 . 30.00 30.66 580,272.50 5440.00 5440.00 5907.50 54,845.76 $293,408.19 N 0 1.24 129.3 9 10 8 2966 1055 841 2108 268 1 S. 4 273 10939 $4.860.00 50.00 $23,560.00 $2,991,45 f &1.30 33,630.00 52,920.00 $1,63130 54,061.75. 5463.10 53,077,44 $1,01.40 4160,545.00 52,000.00 51,600.00 5819.00 5366/5.63 51,065,924.27 OA 0.0 0.5 12.7 32 IA 2.6 892.8 909.3 340.0 0.0 0.0 O3. 1.8 1.1 171,0 1417.8 50:00 $0.00 NIHI.44 $29430 5297.53 5501.88 . $963.60 5491.03 51.191,15 5186.98 $0.00 $0.00 $80,272.50 3733.33 E440.00 5513.00 54,772.85 299 3,537.2$ 69 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORMED EACH .2 $165.00 - 5730:00 •2 •ST70.00 •2 •5730.00 0 50.00 0 50.00 0.0 50.00 70 71 T2 73 74 75 2564.602 PAVEMENT MESSAGE(RIGHT ARROW) POLY PREFORMED 2564.602 PAVEMENT MESSAGE (LEFT ARROW) EPDXY 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY 2340321 IRREGULAR WIDTH PAVI NO 2521.603 BITUMINOUS BIKE PATH 90803.000 ADD WATER AND SEWER SERVICES TOTALCHANGE O RDER NI TOTAL REVISED CONTRACT EACH EACH EACH 80 YD LINFT LUMP SUM •4 2 4 128 350 1 $365.00 $265.00 .5265.00 534.45 $17.60 .513,16825 - 51,460.00 $530.00 57.060.00 34,409,60 $6,160.00 813,168.25 533,117,85 57,069 ,941.01 - 4 Z 4 128 350 1 •51,46090 5530.00 $1;060.00 34,409.60 (6,160.00 $13,168.25 523,137.85 11,069,164.41 4 2 4 57.6 750 1 3 1,460.00 5530.00 51,06090 SIM432 56,160.00 313,168.25 $20,71237 $773330.94 0 0 0 700 0 0 50 .00 50.00 50.00 52,425.28 50.00 $0.00 .$2,42338 1295,831.46 0. 0 a 128 335 i 50.00 $0.00 $6.00 $4,409.60 $5,896.00 513,168.25 S23,a73.85 .51,089,398.13 0.0 0.0 0.0 700 0.0 0.0 50.00 S0.00 $0.00 !2,425.28 50.00 $0.00 52,42510 $301,%233 Inrelss Ni 594,351.16 Invaise 382 $76,942.33 ' N�^K.� �i'r fnY91 SFl•aU 5'�Li�,6� T.W 5301.96231