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Home My WebLink AboutItem 09Date: 21 February 2012 Item No. • • - s • s ri PROJECT ,. .. Staff recommends adoption of the following motion: Move to approve the final plans and specifications and advertisement for bids for the 2012 Street Reconstruction Project. These street improvements constitute City Improvement Project 12 -02. Overview On January 3, 2012, the City Council held a public hearing on the above referenced project and ordered the improvements. On January 17, 2012, the City Council passed Resolution No. 12 -06, requesting prioritized funding from MnDOT for the 168"' Street bridge replacement in conjunction with the 2012 Street Reconstruction Project. On February 7, 2012, the City received notice from MnDOT that the funding request for the entire cost of the bridge replacement had been approved. The estimated construction cost for the 2012 Street Reconstruction Project is $8,936,000. This estimate includes the costs associated with replacing the 168 Street Bridge, which will be bid separately from the street improvements later this spring. Funding is based on the City's Street Assessment Policy and is recommended as follows: $5,736,000 City funds, $240,000 in MnDOT Bridge Bond Funds and $2,960,000 through special assessments to benefitting property owners. Attached is a resolution approving the final plans and specifications and advertisement for bids. Advertisement will occur in Finance and Commerce on March 1 and March 15, 2011 and in Dakota County Tribune on March 1, 2011. Primary issues to Consider When can the Council anticipate bid results for the street improvement portion of the 2012 Street Reconstruction Project? - The bid opening will be scheduled for 10:00 a.m., March 23, 2012. The results will be presented to the City Council at its April 2, 2012 meeting. Supportina Information A copy of the Adygrtisement for Bids and Engineer's Estimate are attached. Public Works Director Financial Impact: $8,936,000 Budgeted: Yes Source: 429 BondsWater Operating Fund Related Documents (CIP, ERP, etc.): Notes: Additional funding provided by MnDOT Bridge Bond Funds CITY OF LAKEVILLE RESOLUTION NO: RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ADVERTISEMENT FOR BIDS FOR THE 2012 STREET RECONSTRUCTION PROJECT WHEREAS, WSB & Associates, Inc. prepared plans and specifications for portions of Cedar Highlands 1s Cedar Highlands 2 "d , Cedar Highlands 3rd Cedar Highlands 4 Cedar Highlands 5 Dodd Park, Donnay's College Park, Donnay's College Park 2 "d , Donnay's Valley Park, Donnay's Valley Park 2nd Donnay's Valley Park 3 Donnay's Valley Park 4 Donnay's Valley Park 5th Addition, and properties along Gerdine Path between 170 Street West and Dodd Boulevard (City Improvement Project 12 -02) in accordance with the City's Pavement Management Program and 2012 -2016 Capital Improvement Program; NOW, THEREFORE, LET IT BE RESOLVED by the City Council of the City of Lakeville, Minnesota: That the Plans and Specifications for Improvement Project No. 12 -02 are hereby approved by the City Council of the City of Lakeville, Minnesota. BE IT FURTHER RESOLVED, that bids will be advertised as required and opened at 10:00 a.m. on Friday, March 23, 2012 at City Hall, 20195 Holyoke Avenue, Lakeville, Minnesota. APPROVED AND ADOPTED this 21 day of February, 2012, CITY OF LAKEVILLE Mark Bellows, Mayor ATTEST: Charlene Friedges, City Clerk K:1 01715- 8311Quenflty lPreli,n;narylEnglneers Est 2 15 12 Page 1 2/15/2012 2012 RECONSTRUCTION PROJECT ENGINEER'S ESTIMATE CITY OF LAKEVILLE, MN VISE PROJECT NO. 1715 -831 ASSESSMENT AND FUNDING BASIS LINE NO. O. O I z, ? W of o u a m j Z' u Om; N ITEM NO DESCRIPTION UNIT UNIT PRICE 2072 RECONSTRUCTION PROJECT SURFACE IMPROVEMENTS 2012 RECONSTRUCTION PROJECT WATER MAIN IMPROVEMENTS ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST t 2021501 STREET MOBILIZATION LUMPSUM $130,000.00 0.96 $124,800.00 0.05 $6,500.00 2 3 4 2101502 STREET 2101507 STREET.:' 2101603 STREET =`. CLEARING GRUBBING ROOTCUTTING TREE TREE LIN FT $350.00 $450.0D Sim 25.00 25.00 5;80000 $8,750.00 $11,250.00 $8,700.00 TDO 7.00 $2,450.00 $3,150.00 5 6 7 B 1 2104 501 1 WATER 2104.501 STORM 2104 501 STREET - 2104 501 STREET: - . REMOVE WATER MAIN REMOVE SEWER PIPE STORM REMOVE AND REPLACE CONCRETE CURB &GUTTER REMOVE WATER SERVICE PIPE LIN FT LIN FT LIN FT LIN FT $ 6 . 00 $8.00 $11,50 $3.00. 496.00 77,753.00 5,44800 $3,968.00 $690.159.50. $76,344.00 7,245.00 $43.470.00 ,966,00 9 10 17 12 13 14 15 16 17 1 18 1 2104 503 STREET 2104505 STREET.- 2104 505 STREET - 21045D5 STREET" 2104 509 STORM : ' 2104 509. WATER- 2104 509 WATER 2104509 - WATER 2 509 F STREET 2104509 1, STREET" REMOVE CONCRETE SIDEWALK RE MOVE CONCRETE DRIVEWAY PAVEMENT REMOVE BITUMINOUS DRIVEWAY PAVEMENT REMOVE BITUMINOUS PAVEMENT REMOVE MANHOLE OR CATCH BASIN REMOVE GATE VALVE & BOX VE REMO CURB STOP & BOX REMOVE HYDRANT REMOVE MAIL BOX SUPPORT REMOVE MAIL BOX SQ FT SO YD SQ YO SO YD EACH EACH EACH EACH EACH EACH $0.75 $6.50 $2.00 $200 $45000 $150 00 $6500 $50000 $20.00 $10.00 32,375,00 3,975.00 8,43200 27,21200 12.00 24.00 24- $24,281.25 $25,837.50 $16,864.00 $54,424.00 $5.400.00 $480.00 ..$240.00 363.00 630.50 4205�00$410.00 410.00 ,350.00 ,605.00 ,500.00 19 1 20 21 22 1 2104509 1 STREET " 2104 511 STREET - 2104513 STREET 2t04S23 { >' REMOVE CASTING ASSEMBLY SAWING CONCRETE PAVEMENT FULL DEPTH SAWING BITUMINOUS PAVEMENT FULL DEPTH SALVAGE SIGN EACH LIN FT LIN FT EACH $15000 $3.00 $2.00 $25.00 12.00 10;324100 12;584.OD $1,80000 $30,97200. $25,168:00 38].00 123.00 $1,161.00 $246.00 23 1 2104.5231 STREET T. I SALVAGE MAIL BOX SUPPORT EACH $50.00 182.00 $9.100.00 24 1 25 1 2105.5071 STREET ". I 2105 522 F STREET : I SUBGRADE EXCAVATION EV SELECT GRANULAR BORROW CV CU YD CU YD $8.00 $8.00 4,236:00 17;592.00 $33;888.00 $140,736.00 26 1 2105604 1 STREET °r I GEOTEXTILE FABRIC TYPE V SQ YD $1]5 11;46890 $20;069.00 27 1 2106 STREET'. I EXCAVATION - COMMON P CU YD $7.00 22 '$155.078.00 - 28 1 2112501 1 STREET SUBGRADE PREPARATION ROAD STA $150.00 685:00 $102,75000. -. 29 1 21236101 STREET STREET SWEEPER WITH PICKUP BROOM HOUR $12500 158.00 $19,750,00 30 1 2130501 t STREET I WATER MGALLONS $3000 1,692.00 $50,760.00 31 2211 501 1 STREET I AGGREGATE BASE CLASS 5 TON $10.00 27,716.00 $277,160.00 32 1 2331 60d 1 STREET BITUMINOUS PAVEMENT RECLAMATION SO YD $250 129,253:00 $323,132.50 33 1 2357 502 1 STREET + BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 8.24800 $24,744.00 34 1 2360 501 1 STREET ': I TYPE SP 12.5 WEARING COURSE MIXTURE 2.0 TON $5300 10.427.00' $552,631.00. 35 1 36 1 2360 502. STREET. ': I 2360,501 1 STREET:: TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,C TYPE SP 12.5 WEARING COURSE MIXTURE 3,C TON TON $52,00 $53.00 13,901.00 5550.00 $722,852.00' $294150.00 37 2360S02 'STREET TYPE SP 12.5 NON WEARING COURSE MIXTURE 3,C TON $52.00 5,550 LO $288,600.00 38 2360 503 STREET -: TYPE SP 9.5 WEARING COURSE MIXTURE 4,B 3.0" THICK SO YD $18.00 8,432.00 $151,776 ,00 205.00 $3,690.00 39 40 2451 609 STORM 2451 609 STORM- - GRANULAR FOUNDATION AND /OR BEDDING AGGREGATE FOUNDATION TON TON $12.00 $15.00 1,428:00 424.00 $17,136.00. $6,360.00 41 2502 541 STREET 6" PERF PVC PIPE DRAIN LIN FT $12.00 10,776.00 $129,312.00 42 2502.602. STREET 4" PVC PIPE DRAIN CLEANOUT EACH $80,00 85.00 $6,800.00 K:1 01715- 8311Quenflty lPreli,n;narylEnglneers Est 2 15 12 Page 1 2/15/2012 K:\ 01715 -831\ Quantity \Preliminary \Engineers Est 2 15 12 Paget 2115/2012 2012 RECONSTRUCTION PROJECT ENGINEER'S ESTIMATE CITY OF LAKEVILLE, MN WSB PROJECT NO. 1715 -831 ASSESSMENT AND FUNDING BASIS LINE NO. ITEM NO w i W. p 2S ti H � 5 x LLOw N DESCRIPTION UNIT UNIT PRICE 2012 RECONSTRUCTION PROJECT SURFACE IMPROVEMENTS 2012 RE PROd TRUCTION WATER MAIN IMPROVEMENTS ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST 43 1 2503 521 1 STORM.:: 1 28" SPAN RC PIPE -ARCH SEWER CLASS IIA LIN FT $38.00 156.00 $5,92800 6000 1 $2.28000 44 1 2503541 1 :... STORM - 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $30.00 2,170.00 $65,100.00 45 1 2503541 '. STORM:" 1 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $32.00 329.00 $10 46 47 48 1 2503.541 2503602 1 2503 1 STORM STORM' WATER -.' I 21" RC PIPE SEWER DESIGN 3006 CLASS III CONNECT TO EXISTING STORM SEWER f EXCAVATE TO LOCATE SEWER SERVICE LIN FT EACH EACH $34.00 $60000 $350.00 485.00. 9.00 $16,490.00 $5,400.00 140.00 9.00 2000 , $4,760.00 $5,40000 $7,000.00 49 50 51 52 53 1 25046011 2504602 1 2504602 2504602 1 2504602 WATER`: WATER ` 1 WATER WATER 1 STREET'- I TEMPORARY WATER SERVICE CONNECT TO EXISTING WATER MAIN CONNECT TO EXISTING WATERSERVICE HYDRANT ADJUST VALVE BOX LUMP SUM EACH EACH EACH I EACH $25,000.00 $1,000.00 $200.00 $3,200.00 $125.00 84,00 $10,500.00 1.00 8.00 116,00 1800 $25,000.00 1 $8,000.00 $23,200.00 1 $57,600:00 54 55 1 2504 602 2504602 1 WATER " WATER -` 0.75" CORPORATION STOP 1 "CORPORATION STOP I EACH EACH $190.00 $23500 24.00 9200 $4,56000 $21,620.00 56 57 2504602 1 2504602 WATER' 1 WATER :.. 6" GATE VALVE AND BOX 8" GATE VALVE AND BOX EACH EACH $1450.00 $1,80000 18:00 18:00 $26,100.00 $32,400.00 58 59 2504602 2504602 WATER s WATER 0 ,75 - CURB STOP &BOX 1 "OURS STOP & BOX EACH EACH $190.00 $210.00 24.00' 92.00 $4,560.00 $19',320.00 60 2504602: WATER IRRIGATION SYSTEM REPAIR EACH $200.00 64.00' $12;800,00 61 2504 1, WATER:- 3/4" TYPE K COPPER PIPE LIN FT $18.00 1,0200 $18,576.00 62 2504 603 WATER '; P' TYPE K COPPER PIPE LIN FT $20.00 4,416.00 $88,32600 63 64 2504 603 2504603 WATER _ WATER - 6" WATERMAIN DUCTILE IRON CL 52 - POLYWRAP -- S' PVC WATERMAIN LIN FT LIN FT $35.00 $24.00 540,00 7,251.00 $18.900.00 $V4,024.00 65 66 1 2504604 2504608 1 WATER WATER': 4" POLYSTYRENE INSULATION DUCTILE IRON FITTINGS - SPECIAL SQ YD POUND $3500 $3.50 72.00 7,605:00 $2.520.00 $26,617.50 '. 67 1 68 1 69 70 1 71 1 2506 501 1 2506 501 1 2506 502 2506.5021 2506 STORM STORM z � STORM ;: STORM -:. STORM - CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 CASTING ASSEMBLY MANHOLE LIN FT LIN FT EACH EACH EACH $250.00 $325.00 $1,100.00 $2000.00 $800.00 80.00' 1200 21,00 1,00. 10.00 $20,000.00 $3,900.00 $23,100.00' $2;000.00 $8,000:00 20.00 6.00 6.00 $5,000.00 $1,950.00 $6,60000 72 1 73 1 25065161, 25065221 STORM -- STORM CASTING ASSEMBLY CATCH BASIN ADJUST FRAME & RING CASTING EACH EACH $600.00 $35000 3100 181.00 $18,60000 $63,350.00 8.00 $4,800.00 74 2506 602 STORM 'I ADJUST DRAINAGE STRUCTURE EACH $350.00 149.00 $52,150.00 75 1 2506 STREET >: CHIMNEY SEAL SPECIAL EACH 1 $200.00 181.00 $36;20000 76 1 77 1 2521 501 1 2521 501 1 STREET 1 STREET.`. 1 4" CONCRETE WALK 6" CONCRETE WALK SQ FT SO FT $3.00 $3.50 30,972.00 1,404,00 $92,916,00 $4,914:00 484.00 ' $1,452.00 78 1 79 1 2531 507 2531 507 1 STREET 1 STREET 1 6" CONCRETE DRIVEWAY PAVEMENT 6" CONCRETE DRIVEWAY PAVEMENT HE SO YD SQ YD $45,00 $48.00 2,188.00 2,188C0 $98,460.00' $105,024.00 434.00 434.00 $19,530.00 $20,832.00 80 2531602 1 STREET ;S I PEDESTRIAN CURB RAMP EACH $50600 8700 $43,500.00 81 1 2531 604 1, STREET '- 4 8" CONCRETE VALLEY GUTTER SO YD $5000 9500 $4,750.00 82 1 2531,6181 STREET ' I TRUNCATED DOMES SO FT $35.D0 696.00 $24,360.00 83 2540 602 STREET INSTALL MAIL BOX SUPPORT EACH $75,00 182.00 $13,650.00 84 2540.602 STREET -: MAILBOX EACH $100.00 11600 $11,600.0 85 2540602 STREET :: MAIL BOX SUPPORT EACH $100.00 136.00 $13,600.00 86 2540.602 >: STREET::- MAIL BOX ( TEMPORARY) EACH $25.00 25.00 $625.00 87 2557602 STREET REPAIR DOG FENCE EACH $12500 47.00 $5,875.00 88 2563601 STREET TRAFFIC CONTROL LUMP SUM $10000.00 0.96 $9;600.00 0.05 $500.00 K:\ 01715 -831\ Quantity \Preliminary \Engineers Est 2 15 12 Paget 2115/2012 K: A01715 831AQuantifyVPreliminary \Engineers Est 2 1512 Page 3 2/15/2012 2012 RECONSTRUCTION PROJECT ENGINEER'S ESTIMATE CITY OF LAKEVILLE, MN WSB PROJECT NO. 1715 -83 ASSESSMENT AND FUNDING BASIS LINE N0. ITEM NO, O W' i� u O w: 0 m DESCRIPTION UNIT UNIT PRICE 2012 RECONSTRUCTION PROJECT SURFACE IMPROVEMENTS 2012 RECONSTRUCTION PROJECT WATER MAIN IMPROVEMENTS ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY 89 2564.531 j STREET SIGNS PANELS TYPE C 8 D LUMP SUM $17,086.00 1.01 $17,25fi.86 - 90 91 2571.501 2571.502 STREET STREET CONIFEROUS TREE S HT B &B DECIDUOUS TREE 2.5" CAL B &B TREE TREE $450,00 $350.00 14 00 1100 $6,300.00 $3,850.00 4.00 3.00 92 2573 502 STREET SILT FENCE, TYPE HEAVY DUTY LIN FT $2'0 2,950.00 1050,00 93 94 2573.5301 2573.540 STREET '/ STREET STORM DRAIN INLET PROTECTION FILTER LOG TYPE COMPOST LOG EACH LIN FT $1750C $280 12200 5,160.00 $21,350.00 $12,750.00 95 2573 602 STREET TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $350.00 25.00 $8,75000 96 97 Ili 98 1 2575505 25]5.532 2575.571 1 STREET :- STREET STREET': SODDING, TYPE LAWN INC. TOPSOIL &FERT FERTILIZER TYPE2 RAPID STABILIZATION METHOD 3 SO YO POUND M GALLONS $3.50 $0.75 $30.00 68,96200 1,903.00 61.00 $241,367.00 $7,42725 $18,300.00 45,288.00 536.00 99 1 100 1 2582501 1 2582.501 1 .::'STREET STREET PAVEMENT MESSAGE LT ARROW EPDXY PAVEMENT MESSAGE RIGHT -THRU ARROW EPDXY EACH EACH $2]5.00 $300.00 1.00 1.00 $275.00 101 2582.502 STREET' 4" SOLID LINE WHITE-EPDXY LIN FT $0.25 20,297.00 .00 25 102 2582.502 i. STREET' 4' DOUBLE SOLID LINE YELLOW -EPDXY LIN FT $0.50 10,559.00 50 103' 2582.503 = '.STREET - CROSSWALK MARKING -POLY PREFORM GROUND IN SOFT $5.00 1,458.00 0 TOTAL BASE BID CONSTRUCTION COST +5 % $5,00 $.0 $958,473.00 $47,924.00 n SUBTOTAL - TOTAL BASE BID CONSTRUCTION COST +CONTINGENCIES +24 % $5,00 $1.0 $1,006,397.00 $241,535.0 GRAND TOTAL BASE BID CONSTRUCTION COST +CONTINGENCY +INDIRECT $7,40 $1,247,932.00 K: A01715 831AQuantifyVPreliminary \Engineers Est 2 1512 Page 3 2/15/2012