HomeMy WebLinkAboutItem 06.fFebruary 18, 2011
Proposed Action
Staff recommends adoption of the following motion: Motion to approve the final Plans and Specifications and
the Notice to Bidders with a bid date set for Tuesday, March 15, 2011 at 2:00 p.m. for 2011 Miscellaneous
Roadway Repairs and Overlays, City Improvement Project 10 -01 and Dodd Boulevard Trail Extension, City
Improvement Project 10 -02.
Overview
In accordance with the City's Pavement Management Program and the approved 2011 -2015 Capital
Improvement Plan, the Engineering Department has completed Plans and Specifications for the above -
referenced improvements. City Project 11 -01 consists of miscellaneous roadway repairs (patching), draintile
construction, the mill and overlay of 165 St. (Kenrick Avenue to Ipava Avenue) and portions of 170
Street /Jonquil Trail and the reconstruction of the Fire Station #3 parking lot. City Project 10 -02 consists of
concrete walk /bituminous trail construction along the east side of Dodd Boulevard (CSAH -9) between 202
Street (CSAH -50) and Rea Avenue.
The cost of the miscellaneous roadway repairs and overlays is estimated at $796,564; the 2011 Pavement
Management Fund budget provided $784,758. The Dodd Boulevard Trail Extension is a cooperative project
with Dakota County in which the construction, engineering, contract administration and right -of -way acquisition
costs will be shared in the amount of 55% by the County and 45% by the City. The City Council previously
approved a Joint Powers Agreement with Dakota County in which the County agreed to front end 100% of the
project costs with payment of the City's share delayed until 2013. The cost of the Dodd Boulevard Trail
Extension is estimated at $80,714. The Plans also include trail construction within the Vermillion Springs
subdivision estimated at $10,560. The trail was requested by the homeowner's association to address school -
age pedestrian concerns within the neighborhood and will be constructed pending ISD 194's decision to dose
an elementary school. The Parks and Recreation Department has budgeted for the trail improvements
separately. A copy of the Plans are on file and available for review in the Engineering Department. If bids are
above the estimate, areas of roadway repair can be deleted from the contract to keep the project within
budget.
Attached is a resolution approving the final Plans and Specifications and the Notice to Bidders. Advertisement
will occur in the Construction Bulletin on February 28 and March 7, 2011 and in the Dakota County Tribune on
February 24, 2011.
Primary Issues to Consider
None.
Supporting Information
• Notice to Bidders
• E s ineer's Estimate
K-' h . son, City Engineer
Item No.
FEBRUARY 22, 2011 CITY COUNCIL AGENDA ITEM
APPROVE PLANS AND SPECIFICATIONS AND SET BID DATE
2011 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS
CITY IMPROVEMENT PROJECT 11 -01
DODD BOULEVARD TRAIL EXTENSION
CITY IMPROVEMENT PROJECT 10 -02
Financial Impact: $796,564 Budgeted: YIN Yes
Related Documents (CIP, ERP, etc.):
Notes:
Source: Pavement Management Fund
RESOLUTION APPROVING PLANS AND SPECIFICATIONS
AND SET BID DATE FOR
2011 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS
CITY IMPROVEMENT PROJECT 11 -01
DODD BOULEVARD TRAIL EXTENSION
CITY IMPROVEMENT PROJECT 10 -02
WHEREAS, the Engineering Department prepared Plans and Specifications for 2011
Miscellaneous Roadway Repairs and Overlays (City Improvement Project 11 -01) and Dodd
Boulevard Trail Extension (City Improvement Project 10 -02) in accordance with the City's
Pavement Management Program and the approved 2011 -2015 Capital Improvement Plan;
NOW, THEREFORE, LET IT BE RESOLVED by the City Council of the City of Lakeville,
Minnesota:
That the Plans and Specifications for Improvement Project Nos. 11 -01 and 10 -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, March 15, 2011 at City Hall, 20195 Holyoke Avenue, Lakeville, Minnesota.
APPROVED AND ADOPTED this 22 day of February, 2011.
ATTEST:
Charlene Friedges, City Clerk
CITY OF LAKEVILLE
RESOLUTION NO.
By:
CITY OF LAKEVILLE
Mark Bellows, Mayor
QUANTITY
UNIT
ITEM
615
CY
Subgrade Excavation
47,510
SY
Bituminous Surface Mill
9,890
TON
Bituminous Base and Wearing Course LPatching & Surfacing)
Pedestrian Curb Ramp
Concrete Curb and Gutter
50
EA
3,520
LF
6,225
SF
Concrete Walk
5,765
SF
Bituminous Walk
1,917
SY
Bituminous Pavement Reclamation
530
LIN FT
Perforated Drain Tile
NOTICE TO BIDDERS
2011 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS
CITY OF LAKEVILLE IMPROVEMENT PROJECT NO. 11 -01
DODD BOULEVARD TRAIL EXTENSION
CITY OF LAKEVILLE IMPROVEMENT PROJECT NO. 10 -02
DAKOTA COUNTY PROJECT NO.9 -48
OWNER...The City of Lakeville, Minnesota hereby gives notice that sealed bids will be received for the
construction of Improvement Project Nos. 11 -01 and 10 -02.
TIME...Sealed bids will be received until 2:00 p.m., Local Time, on Tuesday, March 15, 2011, in the
office of the City Clerk, 20195 Holyoke Avenue, Lakeville, Minnesota 55044.
PROJECT DESCRIPTION...The work involves pavement repair. The work includes the following
approximate quantities of principal construction items:
BIDDING DOCUMENTS...The bidding Documents are on file for inspection at the office of the City
Engineer, 20195 Holyoke Avenue, Lakeville, Minnesota 55044. Copies of the Bidding Documents may
be obtained from the office of the City Engineer.
A $35,00 payment for each set of Bidding Documents is required. There will be no refund on the
deposits.
BID SECURITY...Bid security in the amount of not less than 5% of the Bid shall accompany each Bid
in accordance with the Information for Bidders.
CONTRACT SECURITY...The Bidder to whom a Contract is awarded shall be required to furnish both
a Performance Bond and a Payment Bond acceptable to OWNER for 100% of the Contract Price for
each of the above Bonds, in accordance with the requirements of the Contract Documents.
BID REJECTION/ACCEPTANCE—OWNER reserves the right to reject any and ail Bids, waive any
informalities in bidding or to accept the Bid or Bids, which best serve the interests of the OWNER.
BID WITHDRAWAL...No bid shall be withdrawn for a period of 60 days after the scheduled opening
of the Bids without the consent of the OWNER. By:
Charlene Friedges, City Clerk
Published by the authority of the City of Lakeville,
Minnesota. February 22, 2011
Date:
Published in the Construction Bulletin on February 28 and March 7, 2011
Published in the Dakota County Tribune on February 24, 2011
SCHEDULE B: Repairs Citywide
ENGINEER'S ESTIMATE
CITY OF LAKEVILLE
2011 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS
CITY PROJECT NO. 11 -01
DODD BOULEVARD TRAIL EXTENSION
DAKOTA COUNTY PROJECT NO. 9 -48
Item
SCHEDULE A:165TH STREET Surface Mill and Overlay - KENRICK AVE TO IPAVA AVE
Contract Contract
Unit Quantity Price Extension
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 1,845 $ 9.00 $ 16,605.00
REMOVE BITUMINOUS PAVEMENT SQ YD 900 $ 4.30 $ 3,870.00
REMOVE PEDESTRIAN CURB RAMP EACH 40 $ 200 .00 $ 8,000.00
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2,015 $ 2.15 $ 4,332,25
SUBGRADE EXCAVATION - (PATCHING) CU YD 165 $ 12.75 $ 2,103.75
AGGREGATE BASE CLASS 5 - (PATCHING) TON 155 $ 17.35 $ 2,689.25
FOUNDATION MATERIAL (3" MINUS) TON 155 $ 21.15 $ 3,278.25
MILL BITUMINOUS SURFACE (2.0 ") SQ YD 30,175 $ 0.50 $ 15,087.50
MILL BITUMINOUS STEP JOINT LIN FT 2,015 $ 2.25 $ 4,533,75
TYPE MV4 WEARING COURSE MIXTURE (8) TON 3,410 $ 52.00 $ 177,320,00
TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 140 $ 90.25 $ 12,635.00
PRECAST CONCRETE MANHOLE COVER EACH 1 $ 2,500,00 $ 2,500.00
CASTING ASSEMBLY EACH 1 $ 475,00 $ 475.00
ADJUST VALVE BOX EACH 1 $ 185,00 $ 185.00
ADJUST FRAME & RING CASTING EACH 1 $ 390.00 $ 390.00
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 1,845 $ 20.50 $ 37,822.50
PEDESTRIAN CURB RAMP EACH 40 $ 476.00 $ 19,040.00
PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH 36 $ 41.00 $ 1,476.00
PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH 3 $ 41.00 $ 123.00
PAVEMENT MESSAGE (LEFT -THRU ARROW) PAINT EACH 1 $ 84.40 $ 84.40
PAVEMENT MESSAGE (RIGHT -THRU ARROW) PAINT EACH 1 $ 84.40 $ 84.40
4" SOLID LINE WHITE - PAINT LIN FT 665 $ 0,15 $ 99.75
24" SOLID LINE WHITE - PAINT LIN FT 25 $ 2.10 $ 52,50
4" SOLID LINE YELLOW PAINT LIN FT 9,735 $ 0.15 $ 1,460.25
4" BROKEN LINE YELLOW - PAINT LIN FT 2,010 $ 0.15 $ 301.50
4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1,060 $ 0.30 $ 318.00
SUBTOTAL:
3'14,867.05
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 1,055 $ 9.00 $ 9,495.00
REMOVE CONCRETE WALK SQ FT 490 $ 1,85 $ 906.50
REMOVE BITUMINOUS PAVEMENT SQ YD 8,345 $ 4.30 $ 35,883.50
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 7,235 $ 2.15 $ 15,555.25
SUBGRADE EXCAVATION - (PATCHING) CU YD 155 $ 12.75 $ 1,976.25
AGGREGATE BASE CLASS 5 (PATCHING) TON 145 $ 17.35 $ 2,515.75
FOUNDATION MATERIAL (3" MINUS) TON 110 $ 21.15 $ 2,326.50
MILL BITUMINOUS STEP JOINT LIN FT 7,235 $ 2.25 $ 16,278.75
TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TON 710 $ 92.00 $ 65,320.00
TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 945 $ 90.25 $ 85,286.25
ADJUST VALVE BOX EACH 3 $ 185,00 $ 555.00
ADJUST FRAME & RING CASTING EACH 2 $ 390,00 $ 780.00
4" CONCRETE WALK W/ 4" GRANULAR BASE SQ FT 210 $ 5.00 $ 1,050.00
5" CONCRETE WALK (DRIVEWAY) SQ FT 280 $ 5.00 $ 1,400.00
CONCRETE CURB & GUTTER {ALL TYPES) LIN FT 1,055 $ 20.50 $ 21,627.50
REPAIR IRRIGATION SYSTEM EACH 2 $ 386.00 $ 772.00
SUBTOTAL:
$ 261,728.25
Item
SCHEDULE C: Repairs Inside District 213
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 40
REMOVE BITUMINOUS PAVEMENT SQ YD 1,450
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 1,050
SUBGRADE EXCAVATION - (PATCHING) CU YD 50
AGGREGATE BASE CLASS 5 - (PATCHING) TON 95
FOUNDATION MATERIAL (3" MINUS) TON 70
MILL BITUMINOUS STEP JOINT LIN FT 1,050
TYPE MV3 WEARING COURSE MIXTURE (0) - (PATCHING) TON 125
TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 165
ADJUST VALVE BOX EACH 3
ADJUST FRAME & RING CASTING EACH 4
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 40
REPAIR IRRIGATION SYSTEM EACH 2
SCHEDULE D: GERDINE PATH DRAIN TILE
Contract Contract
Unit Quantity Price Extension
SUBTOTAL:
REMOVE CURB & GUTTER (ALL TYPES) LIN FT 15 $ 9.00 $ 135.00
REMOVE CONCRETE WALK SQ FT 150 $ 1.85 $ 277.50
REMOVE BITUMINOUS PAVEMENT (DRIVEWAY) SQ YD 55 $ 4.30 $ 236,50
REMOVE PEDESTRIAN CURB RAMP EACH 1 $ 200.00 $ 200.00
AGGREGATE BASE CLASS 5 100% CRUSHED TON 15 $ 17.35 $ 260.25
TYPE MV4 WEARING COURSE MIXTURE (0) (DRIVEWAY) TON 10 $ 42,95 $ 429.50
CONNECT INTO DRAINAGE STRUCTURE EACH 1 $ 475.00 $ 475.00
6" PERFORATED PVC PIPE -SDR 35 LIN FT 530 $ 15.50 $ 8,215.00
4" SOLID PVC PIPE -SDR 35 LIN FT 75 $ 14.00 $ 1,050.00
6" x 4" PVC WYE -SDR 35 EACH 5 $ 55.00 $ 275,00
6" PVC DRAIN TILE CLEANOUT -SDR 35 EACH 4 $ 150.00 $ 600.00
SALVAGE & INSTALL MAILBOX EACH 1 $ 750.00 $ 750.00
4" CONCRETE WALK W/ 4" GRANULAR BASE SQ FT 150 $ 4.00 $ 600.00
PEDESTRIAN CURB RAMP EACH 1 $ 476.00 $ 476.00
SODDING TYPE LAWN W /6" TOPSOIL SQ YD 800 $ 6.50 $ 5,200.00
SUBTOTAL:
SCHEDULE E:17OTH STREET & 1ONOUIL AVENUE Surface Milt and Overlay
REMOVE CURB & GUTTER (ALL TYPES) LIN FT 20 $ 9.00 $ 180.00
REMOVE BITUMINOUS PAVEMENT SQ YD 10 $ 4.30 $ 43.00
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 25 $ 2,15 $ 53.75
SUBGRADE EXCAVATION - (PATCHING) CU YD 50 $ 12,75 $ 637.50
AGGREGATE BASE CLASS 5 - (PATCHING) TON 50 $ 17.35 $ 867.50
FOUNDATION MATERIAL (3" MINUS) TON 50 $ 21.15 $ 1,057.50
MILL BITUMINOUS SURFACE (1.5') SQ YD 17,335 $ 0.50 $ 8,667.50
MILL BITUMINOUS STEP JOINT LIN FT 25 $ 2.25 $ 56.25
TYPE MV3 WEARING COURSE MIXTURE (9) TON 1,960 $ 52.00 $ 101,920.00
TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 2 $ 90,25 $ 180.50
ADJUST VALVE BOX EACH 9 $ 185.00 $ 1,665.00
ADJUST FRAME & RING CASTING EACH 21 $ 390.00 $ 8,190.00
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 20 $ 20.50 $ 410,00
4" SOLID LINE WHITE - PAINT LIN FT 5,582 $ 0.15 $ 837,30
4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1,923 $ 0.30 $ 576.90
SUBTOTAL:
9.00
4.30
2.15
12.75
17.35
21.15
2.25
92.00
90.25
185.00
390.00
20.50
386.00
360.00
6,235.00
2,257.50
637.50
1,648.25
1,480.50
2,362.50
11,500.00
14,891.25
555.00
1,560.00
820.00
772.00
1 $ 45,079.50
19,179.75
1$ 125,342.70
Item
SCHEDULE F: FIRE STATION #3 PARKING LOT RECONSTRUCTION
REMOVE CURB & GUTTER (ALL TYPES) LIN FT 200 $
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 62 $
AGGREGATE BASE CLASS 5 - (PATCHING) TON 20 $
MILL BITU MINOUS STEP JOINT LIN FT 62 $
SUBGRADE EXCAVATION CU YD 125 $
BITUMINOUS PAVEMENT RECLAMATION WITH SUBGRADE PREP. SQ YD 1,917 $
TYPE MV3 WEARING COURSE MIXTURE (0) TON 217 $
TYPE LV3 NON WEARING COURSE MIXTURE (C) TON 162 $
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 200 $
4" SOLID LINE WHITE - PAINT LIN FT 620 $
PAVEMENT MESSAGE (HANDICAP) PAINT EACH 2 $
SCHEDULE G:- VERMILLION SPRINGS TRAIL
REMOVE CURB & GUTTER (ALL TYPES) LIN FT 15 $
SUBGRADE EXCAVATION CU YD 70 $
2.5" BITUMINOUS WALK W/ 8" CL5 AGGREGATE BASE 50 FT 2,050 $
PEDESTRIAN CURB RAMP EACH 1 $
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 15 $
SOD LAWN TYPE WITH 6" TOP SOIL SQ YD 230 $
SILT FENCE LIN FT 414 $
REPAIR IRRIGATION SYSTEM EACH 1 $
SCHEDULE 11: DODD BOULEVARD TRAIL EXTENSION
Contract Contract
Unit Quantity Price Extension
SUBTOTAL:
TOTAL:
CLEARING AND GRUBBING LUMP SUM 1 $
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 335 $
REMOVE CONCRETE WALK SO FT 480 $
REMOVE BITUMINOUS PAVEMENT SO YD 710 5
REMOVE BOLLARDS EACH 4 $
REMOVE LIGHTING UNIT EACH 1 $
REMOVE POST INDICATOR VALVE EACH 1 $
REMOVE PEDESTRAIN CURB RAMP EACH 4 $
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 310 $
COMMON BORROW (CV) CU YD 250 $
AGGREGATE BASE CLASS 5 (PATCHING) TON 50 $
MILL BITUMINOUS STEP JOINT LIN FT 310 $
TYPE MV 3 WEARING COURSE MIXTURE (B) (PATCHING) TON 20 $
TYPE LV 3 NON WEARING COURSE MIXTURE (8) (PATCHING) TON 26 5
MODULAR BLOCK RETAINING WALL SQ FT 55 $
CONNECT INTO DRAINAGE STRUCTURE EACH 1 $
12" RC PIPE SEWER CL V LIN FT 22 $
6" POST INDICATOR VALVE EACH 1 $
CATCH BASIN - ROUND 27" DIAMETER EACH 1 $
CASTING ASSEMBLY EACH 1 $
ADJUST FRAME & RING CASTING EACH 2 $
4" CONCRETE WALK W/ 4" GRANULAR BASE SQ FT 5,585 $
2.5" BITUMINOUS WALK W/ 8" CL5 AGGREGATE BASE SQ FT 3,715 $
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 345 5
PEDESTRIAN CURB RAMP EACH 8 5
SILT FENCE LIN FT 800 $
DECIDUOUS SHRUB NO 5 CONT SHRB 5 $
SODDING TYPE SALT RESISTANT W/ 6" TOPSOIL 50 YD 1,600 $
REPAIR IRRIGATION SYSTEM EACH 1 $
TOTAL:
9.00 $
2.15 $
17.35 $
2.25 $
12.75 $
1.50 $
52.00 $
47.00 $
20.50 $
0.50 $
85.00 $
L$
9.00 $
12.75 $
3.00 $
676.00 $
20.50 $
6.50 $
1,25 $
386.00 $
2,500.00 $
5.00 $
1.50 $
3.00 $
120.00 $
650.00 $
1,000.00 $
200.00 $
2.15 $
15.00 $
17.35 $
2.25 $
92.00 $
90.25 $
45.00 $
500.00 $
55.00 $
2,500.00 $
1,500.00 $
475.00 $
390.00 $
4.00 $
3.00 $
14.00 $
600.00 S
1.25 $
50.00 S
4.00 $
386.00 $
1,800.00
133.30
347.00
139.50
1,593.75
2,875.50
11,284.00
7,614.00
4,100.00
310.00
170.00
30,367.05
135.00
892.50
6,150.00
676.00
307.50
1 ,495. 00
517.50
386.00
10,559.50 1
2,500.00
1,675.00
720.00
2,130.00
480.00
650.00
1 ,000.00
800.00
666.50
3,750,00
867.50
697.50
1,840.00
2,346.50
2,475.00
500.00
1,210.00
2,500.00
1,500.00
475.00
780.00
22, 340.00
11,145.00
4,830.00
4,800.00
1,000.00
250.00
6,400.00
386.00
1$ 80,714.00
Item
SCHEDULE A - 165TH STREET SURFACE MILL AND OVERLAY - SUBTOTAL:
SCHEDULE B - CITYWIDE REPAIRS - SUBTOTAL:
SCHEDULE C- DISTRICT 23 REPAIRS - SUBTOTAL:
SCHEDULE D - GERDINE PATH DRAIN TILE - SUBTOTAL:
SCHEDULE E - MISC SURFACE MILLS - SUBTOTAL:
SCHEDULE F - FIRE STATION #3 PARKING LOT - SUBTOTAL:
SCHEDULE G - VERMILLION SPRINGS TRAIL
SCHEDULE H - DODD BOULEVARD TRAIL EXTENSION - SUBTOTAL;
Contract Contract
Unit Quantity Price Extension
TOTAL:
314,867,05
261,728.25
45,079.50
19,179.75
125,342.70
30,367.05
10,559.50
80,714.00
$ 887,837.80