The URL can be used to link to this page

Home My WebLink AboutItem 06.lDate: 2 March 2011 Item No. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ADVERTISEMENT FOR BIDS FOR THE 2011 STREET IMPROVEMENT PROJECT Proposed Action Staff recommends adoption of the following motion: Move to approve the final plans and specifications and advertisement for bids with a bid date set for April 5, 2011 at 2:00 p.m. for the 2011 street improvement project within portions of Glenn, Four Star 1 Floyd Bentson, Park Terrace 1 St -3rd, South Creek, Gilb Fitzpatrick, Overland 1st - 2nd, Lake Vale 1 st_2nd, Lidco, McNearney and Playfield Additions. These street improvements constitute City Improvement Project 11 -02. Overview On January 18, 2011, the City Council held a public hearing on the above referenced project and ordered the improvements. The City Council also directed staff to conduct a survey of the property owners in the neighborhood of 207 St. W., 205 St. W., 207 Ct. W., Idalia Av. and Iceland Av. on whether or not they wanted additional mid -block street lights incorporated into the project; the costs of which would be 100% assessable. Surveys were sent to 79 property owners in the neighborhood and 46 or 58% responded. Of the surveys returned, 37 or 80% opposed additional street lights and the possible additional assessment, while 9 or 20% were in favor. Based on the results of the survey, additional mid -block street lights were not included in the plans and specifications for this neighborhood. The estimated construction cost for the 2011 street improvement project is $2,820,000. Funding is based on the City's Street Assessment Policy and is recommended as follows: $1,610,000 City funds and $1,210,000 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 Construction Bulletin on March 7 and March 21, 2011 and in Dakota County Tribune on March 10, 2011. Primary Issues to Consider . None Supporting Information . A co • of the ;y- rtisement for Bids and Engineer's Estimate are attached. Christo •,�f =�"J. Petree Operations & Maintenance Director Financial Impact: $2,820,000 Related Documents (CIP, ERP, etc.): Notes: Budgeted amount is $2,675,000 Budgeted: Yes Source: 429 Bonds CITY OF LAKEVILLE RESOLUTION NO: RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ADVERTISEMENT FOR BIDS FOR THE 2011 STREET IMPROVEMENT PROJECT WHEREAS, WSB & Associates, Inc. prepared plans and specifications for portions of Glenn, Four Star 1 Floyd Bentson, Park Terrace 1 St -3rd, South Creek, Gilb Fitzpatrick, Overland 1 -2 " Lake Vale 1 St -2 "d , Lidco, McNearney and Playfield Additions (City Improvement Project 11 -02) in accordance with the City's Pavement Management Program and 2011 -2015 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. 11 -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 2:00 p.m. on Tuesday, April 5, 2011 at City Hall, 20195 Holyoke Avenue, Lakeville, Minnesota. ATTEST: APPROVED AND ADOPTED this 7 day of March, 2011. Charlene Friedges, City Clerk CITY OF LAKEVILLE Mark Bellows, Mayor ADVERTISEMENT FOR BIDS 2011 STREET IMPROVEMENT PROJECT CITY PROJECT NO. 11 -02 FOR THE CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Lakeville at the office of the City Clerk until 2:00 p.m. CST, Tuesday, April 5, 2011, at the Lakeville City Hall, 20195 Holyoke Avenue, Lakeville, MN 55044, and will be publicly opened and read at said time and place by representatives of the City of Lakeville. Said proposals for the furnishing of all labor and materials for the construction, complete in- place, of the following approximate quantities: 6,800 LF Remove and Replace Concrete Curb and Gutter 43,000 SY Bituminous Pavement Reclamation 9,900 TON Bituminous Paving 9,450 LF Storm Sewer RC Pipe 2 EA Storm Sewer FES with Trash Guard and Sheet Piling 17 Each Sanitary Sewer Chimney Seals 2 EA Storm Water Quality Treatment Structures 1,400 LF Concrete Curb and Gutter (B618) 9,300 SY Sod Type Lawn The bids must be submitted on the Proposal Forms provided in accordance with the Contract Documents, Plans, and Specifications dated March 7, 2011, as prepared by WSB & Associates, Inc., 701 Xenia Avenue South, Suite 300, Minneapolis, MN 55416, which are on file with the City Clerk of Lakeville and may be seen at the office of the Consulting Engineer. Complete digital Proposal Forms, Plans, and Specifications for use by Contractors submitting a bid are available at www.questcdn.com. You may download the digital plan documents for a nonrefundable fee of $25.00 by inputting Quest project #1484424 on the website's Project Search page. Please contact QuestCDN.com at 952 - 233 -1632 or infoquestcdn.com for assistance in free membership registration, downloading, and working with this digital project information. An optional paper set of Proposal Forms, Plans, and Specifications may be obtained from the Consulting Engineers, WSB & Associates, Inc., 701 Xenia Avenue South, Suite 300, Minneapolis, MN 55416, for a nonrefundable fee of $75.00 per set, check payable to WSB & Associates, Inc. No bids will be considered unless sealed and filed with the City Clerk of Lakeville and accompanied by a cash deposit, cashier's check, or certified check, or bid bond made payable to the City of Lakeville for five percent (5 %) of the amount bid, to be forfeited as liquidated damages in the event that the bid be accepted and the bidder fail to enter promptly into a written contract and furnish the required bond. The Owner reserves the right to reject any and all Bids, waive any informalities in bidding or to accept the Bid or Bids, which best serve the interests of the Owner. No bids may be withdrawn for a period of sixty (60) days from the date of opening of bids. The City of Lakeville reserves the right to reject any or all bids. DATED: March 7, 2011 BY ORDER OF THE CITY COUNCIL PUBLISHED IN THE: 2011 STREET IMPROVEMENT PROJECT CITY OF LAKEVILLE PROJECT NO. 11 -02 WSB PROJECT NO. 1715 -72 s/s Charlene Friedqes City Clerk Lakeville, MN Construction Bulletin : March 7, 2011 and March 21, 2011 Dakota County Tribune: March 10, 2011 AFB Opinion of Probable Cost WSB Project: 2011 Street Improvement Project Design By: JPK Project Location: City of Lakeville Checked By: MRI City Project No.: #11-02 WSB Project No: 01715 - 72 Date: 3/2/2011 Item No. MN /DOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost A. Surface Improvements 1 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM 1 $62,450.00 $62,450.00 2 2021.601 RAILROAD PROTECTIVE LIABILITY INSURANCE - STREET LUMP SUM 1 $5,000.00 $5,000.00 3 2021.601 RAILROAD PROTECTIVE LIABILITY INSURANCE - UTILITIES LUMP SUM 1 $5,000.00 $5,000.00 4 2021.601 RAILROAD PROTECTIVE FLAGGING COSTS - STREETS PER DAY 5 $500.00 $2,500.00 5 2021.601 RAILROAD PROTECTIVE FLAGGING COSTS - UTILITIES PER DAY 14 $500.00 $7,000.00 6 2021.601 RAILROAD PERMIT FEES - PROGRESSIVE RAIL LUMP SUM 1 $500.00 $500.00 7 2021.601 RAILROAD PERMIT FEES - CANADIAN PACIFIC LUMP SUM 1 $1,000.00 $1,000.00 8 2101.511 CLEARING AND GRUBBING ACRE 1 $2,500.00 $2,500.00 9 2104.501 REMOVE CURB AND GUTTER LIN FT 6020 $4.00 $24,080.00 10 2104.503 REMOVE CONCRETE WALK SQ FT 1500 $3.50 $5,250.00 11 2104.505 REMOVE BITUMINOUS SIDEWALK SQ FT 1870 $0.75 $1,402.50 12 2104.501 REMOVE WATER SERVICE PIPE LIN FT 210 $3.50 $735.00 13 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 1230 $3.00 $3,690.00 14 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 195 $7.00 $1,365.00 15 2104.505 REMOVE BITUMINOUS SIDEWALK SQ FT 220 $0.75 $165.00 16 2104.509 REMOVE SIGN EACH 29 $25.00 $725.00 17 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 3,500 $3.50 $12,250.00 18 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 360 $4.00 $1,440.00 19 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM 3 $1,000.00 $3,000.00 20 2104.602 REMOVE MAILBOX EACH 71 $50.00 $3,550.00 21 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 5 $50.00 $250.00 22 2105.501 COMMON EXCAVATION (P) CU YD 3500 $8.00 $28,000.00 23 2105.507 SUBGRADE EXCAVATION CU YD 600 $6.00 $3,600.00 24 2105.522 SELECT GRABULAR BORROW (CV) CU YD 1000 $11.00 $11,000.00 25 2112.501 SUBGRADE PREPARATION ROAD STA 137.6 $150.00 $20,640.00 26 2118.604 AGGREGATE SURFACING, CLASS 2 (4.0" THICK) SQ YD 17 $30.00 $510.00 27 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 45 $120.00 $5,400.00 28 2130.501 WATER MGAL 30 $40.00 $1,200.00 29 2211.501 AGGREGATE BASE CLASS 5 TON 170 $12.00 $2,040.00 30 2232.501 MILL BITUMINOUS STEP JOINT (1.5 ") LIN FT 325 $3.00 $975.00 31 2331.604 BITUMINOUS PAVEMENT RECLAMATION SQ YD 49100 $2.00 $98,200.00 32 2331.607 REMOVE EXCESS RECLAIMED MATERIAL CU YD 2730 $5.00 $13,650.00 33 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 2,700 $3.00 $8,100.00 34 2360.501 TYPE SP 12.5 WEARING COURSE MIX (2,B) TON 4,050 $56.00 $226,800.00 35 2360.501 TYPE SP 12.5 WEARING COURSE MIX (3,B) TON 600 $56.00 $33,600.00 36 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (2,B) TON 5,300 $51.00 $270,300.00 37 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,B) TON 600 $51.00 $30,600.00 38 2360.503 TYPE SP 12.5 WEARING COURSE MIX (2,B) SQ YD 1400 $25.00 $35,000.00 39 2503.602 EXCAVATE TO LOCATE SERVICE EACH 8 $500.00 $4,000.00 Opinion of Probable Cost WSB Project: 2011 Street Improvement Project Design By: JPK Project Location: City of Lakeville Checked By: MRH City Project No.: #11 -02 WSB Project No: 01715 -72 Date: 3/2/2011 Item No. MN /DOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost 40 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 8 $175.00 $1,400.00 41 2504.602 1" TYPE K COPPER PIPE LIN FT 210 $17.00 $3,570.00 42 2504.602 ADJUST CURB BOX EACH 8 $50.00 $400.00 43 2504.602 CURB BOX REPAIR EACH 8 $150.00 $1,200.00 44 2504.602 ADJUST VALVE BOX EACH 43 $50.00 $2,150.00 45 2504.604 4" POLYSTYRENE INSULATION SQ YD 20 $22.00 $440.00 46 2505.602 RECONSTRUCT VALVE BOX EACH 6 $300.00 $1,800.00 47 2506.522 ADJUST FRAME & RING CASTING (SANITARY) EACH 44 $300.00 $13,200.00 48 2521.501 4" CONCRETE WALK SQ FT 260 $3.50 $910.00 49 2521.604 2" BITUMINOUS WALK SQ FT 1670 $3.00 $5,010.00 50 2531.501 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 13660 $16.00 $218,560.00 51 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 195 $45.00 $8,775.00 52 2531.618 TRUNCATED DOMES SQ FT 107 $34.00 $3,638.00 53 2540.602 MAIL BOX (TEMPORARY) EACH 71 $175.00 $12,425.00 54 2540.602 MAIL BOX (TEMPORARY) EACH 71 $250.00 $17,750.00 55 2540.602 MAIL BOX SUPPORT EACH 3 $200.00 $600.00 56 2557.602 REPAIR DOG FENCE EACH 6 $200.00 $1,200.00 57 2563.601 TRAFFIC CONTROL LUMP SUM 1 $15,000.00 $15,000.00 58 2571.541 CONIFEROUS TREE 5' HT. B &B TREE 4 $500.00 $2,000.00 59 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 950 $2.00 $1,900.00 60 2573.602 INLET PROTECTION EACH 89 $200.00 $17,800.00 61 2573.602 TEMPORARY ROCKCONSTRUCTION ENTRANCE EACH 1 $500.00 $500.00 62 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD 18300 $3.50 $64,050.00 63 2573.523 EROSION CONROL BLANKETS CATEGORY 1 SQ YD 115 $1.75 $201.25 64 2575.604 SEEDING MIX 260 (INCL. TOPSOIL, FERT, MULCH, DISC. ANCHOR) ACRE 1 $2,500.00 $2,500.00 65 2582.502 24" STOP LINE WHITE - EPDXY LIN FT 16 $5.00 $80.00 66 2582.503 PAVEMENT MESSAGE - RAILROAD CROSSING EACH 1 $750.00 $750.00 Subtotal Schedule A - Surface + 10% + 28% Schedule A Total - Surface Improvements $1,335,276.75 Contingencies $133,527.68 Subtotal $1,468,804.43 Indirect Cost $411,265.24 Improvements $1,880,069.66 B. Sanitary Improvements 67 2503.603 CHIMNEY SEALS EACH 17 $200.00 $3,400.00 68 2506.522 ADJUST FRAME & RING CASTING (SPECIAL) EACH 17 $500.00 $8,500.00 Subtotal Schedule B - Sanitary + 10% + 28% Schedule B Total - Sanitary Improvements $11,900.00 Contingencies $1,190.00 Subtotal $13,090.00 Indirect Cost $3,665.20 Improvements $16,755.20 Opinion of Probable Cost WSB Project: 2011 Street Improvement Project Design By: JPK Project Location: City of Lakeville Checked By: MRH City Project No.: #11 -02 WSB Project No: 01715 -72 Date: 3/2/2011 Item No. MN /DOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost C. Storm Sewer Improvements 69 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 1460 $6.50 $9,490.00 70 2104.607 SALVAGE AND REINSTALL RIPRAP - GROUTED CU YD 65 $40.00 $2,600.00 71 2104.509 REMOVE DRAINAGE STRUCTURE EACH 14 $200.00 $2,800.00 72 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON 90 $10.00 $900.00 73 2501.515 36" RC PIPE APRON WITH TRASH GUARD & SHEET PILING EACH 1 $3,000.00 $3,000.00 74 2501.515 28" SPAN RC PIPE APRON WITH TRASH GUARD & SHEET PILING EACH 1 $3,500.00 $3,500.00 75 2501.515 42" RC PIPE APRON WITH TRASH GUARD EACH 1 $4,500.00 $4,500.00 76 2502.541 4" PERF PVC PIPE DRAIN LIN FT 224 $15.00 $3,360.00 77 2503.541 28" SPAN RC PIPE ARCH -SEWER DESIGN 3006 CLASS III LIN FT 175 $50.00 $8,750.00 78 2503.521 36" SPAN RC PIPE - ARCH SEWER DESIGN 3006 CLASS IIA LIN FT 294 $75.00 $22,050.00 79 2503.521 44" SPAN RC PIPE - ARCH SEWER DESIGN 3006 CLASS IIA LIN FT 490 $125.00 $61,250.00 80 2503.521 51" SPAN RC PIPE - ARCH SEWER DESIGN 3006 CLASS IIA LIN FT 280 $150.00 $42,000.00 81 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 498 $27.00 $13,446.00 82 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 974 $32.00 $31,168.00 83 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 1823 $33.00 $60,159.00 84 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 1376 $37.00 $50,912.00 85 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 1416 $42.00 $59,472.00 86 2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 332 $50.00 $16,600.00 87 2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 797 $70.00 $55,790.00 88 2503.602 CONSTRUCT BULKHEAD EACH 4 $200.00 $800.00 89 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $500.00 $500.00 90 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 8 $1,400.00 $11,200.00 91 2506.502 CONSTRUCT DRIANAGE STRUCTURE DESIGN SPECIAL 2 EACH 1 $30,000.00 $30,000.00 92 2506.502 CONSTRUCT DRIANAGE STRUCTURE DESIGN SPECIAL 3 EACH 1 $40,000.00 $40,000.00 93 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT 217.4 $250.00 $54,350.00 94 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT 33.5 $320.00 $10,720.00 95 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72 -4020 LIN FT 33.9 $450.00 $15,255.00 96 2506.602 CASTING ASSEMBLY (CATCH BASIN) EACH 70 $450.00 $31,500.00 97 2506.602 CASTING ASSEMBLY (MANHOLE) EACH 7 $500.00 $3,500.00 $2,700.00 98 2511.501 RANDOM RIPRAP CLASS III CU YD 30 $90.00 99 2511.515 GEOTEXTILE FABRIC TYPE IV SQ YD 130 $3.00 $390.00 100 2511.607 INSTALL RANDOM RIPRAP CU YD 30 $20.00 $600.00 101 2511.607 RIPRAP GROUT CU YD 24 $110.00 $2,640.00 Subtotal Schedule C - Storm Sewer + 10% + 28% Improvements $655,902.00 Contingencies $65,590.20 Subtotal $721,492.20 Indirect Cost $202,017.82 Schedule C Total - Storm Sewer Improvements $923,510.02 Grand Total - $2,820,334.88