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Home My WebLink About8.b. Trunk Highway 3 - 145th Street to Lower 147th StreetCITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL REGULAR MEETING DATE: July 2, 2001 AGENDA ITEM: Trunk Highway 3 -145 Street to Lower 147 Street AGENDA SECTION: Old Business PREPARED BY: Jim Parsons AG ;# Community Development Director ATTACHMENTS: Memorandum from Project Manager Dave APPROVED BY: Hutton; Resolution Authorizing Advertisement for Bids Background Engineering consultant Dave Hutton has written a memo to inform the City Council of the current status of the section of the Trunk Highway 3 re- construction project from 145 Street to Lower 147 Street. Mr. Hutton recommends that the City not use funds from the Minnesota Department of Transportation for the section of the project from 145 to Lower 147 and that the City- Council authorize advertisement for bids. Some months ago, Mr. Hutton presented a feasibility report that showed an estimated project cost of $870,000 for the section from 145 to Lower 147 Mr. Hutton's memo, attached, shows that the more recent, engineer's estimated cost of the basic street overlay /sidewalk replacement work is $285,000. That amount is $15,000 higher than what the feasibility report showed. The basic street overlay and sidewalk replacement cost work is a portion of the total project from 145 to Lower 147 th Even with the $15,000 increase, the total estimated project cost for the section from 145 to Lower 147 will likely be less than the $870,000 shown in the feasibility report. This is because the Council has directed that boulevard trees and brick pavers be deleted from the project. The Council has also directed that the street lights be placed farther apart than they were north of 145 Street. This will reduce the number and cost of the street lights. Mr. Hutton will attend the Council meeting to explain the proposed project in more detail. RECOMMENDED ACTION: Authorize advertisement for bids for Trunk Highway 3 Project —145` Street to Lower 147` Street. CITY COUNCIL ACTION: S B ( Associates, Inc. Memorandum To: Mayor and Council Toni Burt, City Administrator From: Dave Hutton, Project Manager Date: June 25, 2001 Re: TH 3 Project —145` Street to Lower 147` Street WSB Project No. 1190 -20 The TH 3 plans have been completed and are currently at Mn/DOT for review. The original direction was to try and advance the Cooperative Agreement Project by one year if they can fund it. The Mn/DOT fiscal year starts July l of each year. This project received $500,000 in funding, but it is not available until fiscal year 2002. It was planned to try and get a portion of the money in 2001 for this phase and the remainder in 2002. WSB has recently completed the engineers estimate, based on the final design quantities. The estimate is approximately $285,000. A breakdown is attached for reference. The feasibility report had estimated $870,000, but that included construction costs and engineering/administrative costs. It also included the lights, undergrounding costs and brickpaves /trees. By deducting those items from the feasibility report costs, the net feasibility report estimate is fairly close to the new engineers estimate based on the plans, as follows: Total feasibility report estimate $ 870,000 logic or(.:..�. +rf��m;ni�4r 4; e - less street light, electrical $ 125,000 less brickpavers, trees $ 100,000 - less signal at 145Th $ 150,000 Net estimate in feasibility report $ 270,000 The estimated construction cost of this phase is fairly low compared to the next phase. -!150 Olson Additionally, the timeframe to develop the Cooperative Agreements with Mn/DOT would ;: "emoriai Highway delay the start of this project for several months resulting in a fall start date similar to last .ite 300 years project. -' nneapolis Given these factors, the City Council may want to consider not using any Cooperative nnesota Agreement money for this phase and rather save the entire $500,000 amount for the next ;5422 7 -33-541-4800 c.umuirwri inn InI.nc�cni -- •L .J— phase. This years project could be done simply by the Mn/DOT permit process at 100% city cost, which would expedite the bidding process. The City Council could authorize bidding the project anytime if Mn/DOT money were not used. Alternatives 1. Utilize only City funds for this phase and authorize bidding process to start at the next Council meeting. 2. Continue pursuing Mn/DOT Cooperative Agreement funds for this phase and wait until Mn/DOT authorizes bidding. Recommendation WSB recommends not using Cooperative Agreement funds for this phase and to initiate the bidding process as soon as possible. The entire $500,000 amount from the Mn/DOT could be used on the next phase of the project. It should be noted that there are still some temporary easements needed to construct this phase, mainly to complete sidewalks up to the buildings and storm sewer improvements to address drainage problems. We will be pursuing those easements prior to construction starting. If the easements cannot be obtained, the design must be modified or the city could initiate condemnation, of desired. Since the easements are for the betterment of the adjacent properties, we would not recommend condemnation, but rather modify the design to avoid the need for easements. cs F•\WPWW\l I I .,,,- th'i- WSB Project: Trunk Highway 3 Project Location: City of Rosemount, Minnesota WSB Project No: 1191 -203 City Project No. 0318.00 .5.. A No. 1921 -73 Checked By: DF_H Design By: JWS & BLH Date: 15 -Jun -01 OPINION OF PROBABLE COST SHEET OR TAB ITEM NUMBER DESCRIPTION NOTE NO. UNIT TOTAL PROJECT TOTAL ESTIMATED UNIT PRICE ESTIMATED COST 2021.501 MOBILIZATION I LUMP SUM I S 5,400.00 S 5,400.00 1 2102.502 PAVEMENT MARKING REMOVAL LIN FT 13130 S 1.00 S 13,130.00 2104.501 REMOVE WATERMAIN LIN FT 320 S 6.50 $ 2,080.00 F 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 $ 11.00 S 330.00 F 2104.501 REMOVE CURB AND GUTTER LIN FT 1600 $ 2.00 S 3,200.00 F 2104.503 REMOVE SIDEWALK SQ FT 10174 $ 1.00 S 10,174.00 F 2104.505 REMOVE CONCRETE PAVEMENT SQ YD 467 $ 6.00 S 2,802.00 F 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 2070 $ 2.00 S 4,140.00 F 2104.509 REMOVE MISCELLANEOUS STRUCTURES 10 EACH 8 S 150.00 $ 1,200.00 F 2104.505 REMOVE HYDRANT EACH 1 $ 250.00 S 250.00 F 2104.509 REMOVE CATCH BASIN EACH 1 $ 300.00 S 300.00 F 2104.509 REMOVE GATE VALVE, EACH I S 100.00 $ 100.00 S 250.00 K,L 2104.509 REMOVE SIGN 8 EACH 16 $ 60.00 S 960.00 G 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) 2 LIN FT 97 $ 10.00 S 970.00 G 2104.513 SAWING BIT PAVEMENT (FULL DF.PTI I) 2 LIN FT 3149 $ 3.00 9,447.00 E 2105.507 SUBGRADE EXCAVATION (P) CU YD 870 $ 7.00 S 6,090.00 2105.522 SELECT GRANULAR BORROW (LV) CU YD 900 S 8.00 S 7,200.00 1 2105.525 TOPSOIL BORROW (LV) CU YD 60 S 9.00 $ 540.00 S _ H 2211.501 AGGREGATE BASE CLASS 5 3 TON 1795 $ 9.00 S 16,155.00 G 2232.501 MILL BITUMINOUS SURFACE (2 ") SQ YD 3872 S 1.25 S 4,840.00 H 2350.609 TYPE MV 3 WEARING COURSE MIXTURE (OVERLAY) TON 670 $ 40.00 $ 26,800.00 H 2350.604 TYPE MV 3 NON - WEARING COURSE MIXTURE TON 450 $ 38.00 $ 17,100.00 H 2350.609 TYPE LV 3 WEARING COURSE MIXTURE 9 TON 30 S 38.00 $ 1,140.00 H 2350,609 TYPE LV 2 NON WEARING COURSE MIXTURE 9 TON 30 $ 38.00 S 1,140.00 H 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 564 S 1.10 S 620.40 A 2503,541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 369 S 22.00 s 81118.00 va n�av[� "I i Ilkwon"uz I.VJI SHEET OR TAB ITEM NUMBER DESCRIPTION NOTE NO UNIT TOTAL PROJECT TOTAL ESTIMATED UNIT PRICE ESTIMATE COST A 2503.541 18" RC PIPE SEWER DESIGN 3006 CL 111 LIN FT 483 S 25.00 $ 12,075.00 2503.602 CONNECT TO EXISTING STORM SEWER EACH I $ 500.00 E 500.00 2503.602 CONNECT TO EXISTING MANHOLE OR CATCH BASIN EACH 1 $ 750.00 $ 750.00 2504.602 HYDRANT EACH 1 S 1,400.00 S 1,400.00 2504.690 ADJUST GATE VALVE EACH 5 S 150.00 S 750.00 2504.602 12" GATE VALVE AND BOX EACH I S 650.00 S 650.00 A 2506.501 CONST DRAINAGE STRUCTURE DESIGN H E 44 EACH 2 3 250.00 S 500.00 A 2506.501 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2 LIN FT 46.59 S 250.00 S 11,647.50 A 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 5 $ 900.00 $ 4,500.00 A 2506.516 CASTING ASSEMBLY EACH 12 $ 300.00 S 3,600.00 A 2506.522 ADJUST FRAME AND RING CASTING EACH 6 E 200.00 $ 1,200.00 D 2521.501 4" CONCRETE WALK. SQ FT 13640 S 2.25 S 30,690.00 D 2531.501 CONCRETE CURB & GUTTER DESIGN 8624 LIN FT 1542 S 9.50 $ 14,649.00 D 2531-507 8" CONCRETE DRIVEWAY PAVEMENT 7 SQ YD 324 S 31.00 S 10,044.00 2550.542 LOOP DETECTOR SPLICE EACH 10 3 250.00 S 2,500.00 2550.602 LOOP DETECTOR DESIGN SAWCUT EACH 10 S 1,400.00 S 14,000.00 2563.601 TRAFFIC CONTROL LUMP SUM I S 4,000.00 $ 4,000.00 J 2563.603 RAISED PAVEMENT MARKER EACH 310 S 2.00 S 620.00 M 2564.53E F & I SIGN PANELS TYPE C SQ FT 83 $ 25.00 S 2,075.00 N 2564.531 F & I SIGN PANELS TYPE D SQ FT 19.83 $ 25.00 $ 495.75 O 2564.602 PAVEMENT MESSAGE (LT ARROW) POLY PREFORM EACH 21 $ 300.00 S 6,300.00 F 2564.603 4" SOLID LINE WH17 E - PAINT LIN FT 2480 S 0.25 S 620.00 F 2564.603 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 3400 S 0.50 S 1,700.00 O 25 64.603 4" SOLID LINE WHIT E - EPDXY LIN FT 4215 E 0.35 S 1,475.25 O 2564.603 4" SOLID LINE YELLOW - EPDXY LIN FT 2645 E 0.35 S 925.75 O 2564.603 4" DOUBLE SOLID LINE YELLOW - EPDXY LIN FT 815 $ 0.60 S 489.00 O 2564.603 4" BROKEN LINE YELLOW - EPDXY LIN FT 555 S 0.50 $ 277.50 O 2564.603 24" SOLID LINE YELLOW - EPDXY LIN FT 30 E 7.50 $ 225.00 O 2564.604 ZEBRA CROSSWALK (POLY PREFORM) SQ FT 756 S 7.50 S 5,670.00 2571.602 TREE GRATES & FRAMES EACH 8 S 400.00 $ 3,200.00 I 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 500 S 3.00 1 S 1,500.00 SHEET OR TAB ITEM NUMBER DESCRIPTION NOTE NO UNIT TOTAL. ESTIMATED UNIT PRICE I 2575.505 SODDING TYPE LAWN 6 SQ YD 500 a 3.50 J 2580.603 INTERIM PAVEMENT MARKINGS LIN FT 430 $ 2.00 TOTAL NOTES: 1 This item can be no greater than 2%0 of the total bid price. 2 This item shall be paid for at the unit price bid regardless of the pavement thickness. 3 The aggregate base class 5 shall be 100% crushed limestone. 4 This structure is a 2' X 3' box. 5 This structure is a design G. 6 This item shall Include fertilizer and maintenance and are Incidental to the Rem. 7 This item includes curly & gutter through driveway. 8 This Rem shall Include disposal of the sign. 9 This Rem shall include the bituminous patching and tack coat required for bituminous driveway placement. 10 This Rem shall consist of the removal of tree grates. BASI FOR PLANNED QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: 110 ibs /sy in AGGREGATE BASE CLASS 5: 105 Ibs /sy in FERTILIZER: 25 -5-10 SLOW RELEASE 200lbs /acre MULCH MATERIAL TYPE 1: 2 tons /acre TACK COAT: .05 gallons /sy PROJECT TOTAL E "I'I A COST a 1,750.00 S 860.00 a 285,865.15 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2001 — A RESOLUTION TO AUTHORIZE ADVERTISEMENT FOR BIDS FOR TRUNK HIGHWAY 3 PROJECT — 145 STREET TO LOWER 147 STREET WHEREAS, the City Council of the City of Rosemount, Minnesota, previously received a feasibility report for the Trunk Highway 3 Project; and, WHEREAS, the City Council then ordered its consulting engineer, WSB Associates, to prepare plans and specifications; and, WHEREAS, the plans and specifications for Trunk Highway 3 Project are now complete; and, WHEREAS, the City Council desires to move forward with the portion of the Trunk Highway 3 Project from 145t Street to Lower 147t Street; THEREFORE, BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota, that the City Council hereby authorizes the advertisement for bids for the Trunk Highway 3 Project — 145 Street to Lower 147 Street. ADOPTED this 2nd day of July, 2001. Cathy Busho, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Voted in favor: Seconded by: Voted against: