HomeMy WebLinkAboutItem 06.dDate: 21 February 2012 Item No.
O Notice to Bidders
• Engineer's Estimate
Zaclfary U:�hhspn
Interim City ngineer'
Financial Impact: $1,064,782
APPROVE PLANS AND SPECIFICATIONS AND SET BID DATE
2012 MISCELLANEOUS ROADWAY REPAIRS AND O VERLA YS
CITY PROJECT 12 -01
Proposed Action
Staff recommends adoption of the following motion: Move to approve the final Plans and
Specifications and the Notice to Bidders with a bid date set for Tuesday, March 13, 2012 at 2:00
p.m. for 2012 Miscellaneous Roadway Repairs and Overlays, City Project 12 -01.
Overview
In accordance with the City's Pavement Management Program and the 2012 -2016 Capital
Improvement Plan, the Engineering Department has completed Plans and Specifications for the
above - referenced improvements. City Project 12 -01 consists of miscellaneous roadway repairs
(patching) and the mill and overlay of the following collector roadways; 170'" St. (Pilot Knob Rd.
to Eagleview Dr.), Flagstaff Ave. (175 St. to south city limits), 175 St. (Highview Ave. to Dodd
Blvd.) and Ipava Ave. (Kenwood Tr. to 202 St.). The reconstruction of the North Park trail
(Ipava Ave. to Hollyhock Ave.) and 165 St. trail (Ipava Ave. to Hudson Ave. — south side) is
also included.
The cost of the miscellaneous roadway repairs and overlays is estimated at $1,064,782; the
2012 Pavement Management Fund budget provided $1,071,990.00. The cost of reconstructing
the North Park trail and 165 St. trail is estimated at $203,786. 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 27 and March 5, 2012 and in
the Dakota County Tribune on February 23, 2012.
Primary Issues to Consider
• Are the plans and specifications prepared consistent with City Standards? The plans and
specifications are consistent with City Standards.
Supporting Information
Budgeted: Yes Source: Pavement Management Fund
Trail Improvement Fund
Related Documents (CIP, ERP, etc.): 2012 -2016 Capital Improvement Plan
Notes:
ATTEST:
Charlene Friedges, City Clerk
CITY OF LAKEVILLE
RESOLUTION NO.
RESOLUTION APPROVING PLANS AND SPECIFICAIONS AND SET BID DATE FOR
2012 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS
CITY PROJECT 12 -01
WHEREAS, the Engineering Department prepared Plans and Specifications for
2012 Miscellaneous Roadway Repairs and Overlays (City Project 12 -01) in accordance
with the City's Pavement Management Program and the 2012 -2016 Capital
Improvement Plan.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Lakeville, Minnesota:
That the Plans and Specifications for City Project No. 12 -01 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 13, 2011 at City Hall, 20195 Holyoke Avenue,
Lakeville, Minnesota.
APPROVED AND ADOPTED this 21 day of February, 2012.
CITY OF LAKEVILLE
Mark Bellows, Mayor
QUANTITY
UNIT
ITEM
810
CY
Subgrade Excavation
Bituminous Surface Mill
52,391
SY
10,490
TON
Bituminous Base and Wearing Course (Patching & Surfacing
46
EA I
Pedestrian Curb Ramp
1,366
LE
Concrete Curb and Gutter
74,957
SF
Bituminous Walk
8,150
SY
Bituminous Trail Reclamation
36
LIN FT
65" Span RC Pipe Arch
2
EA
65" Span RC Pipe Arch — FES w /out Trash Guards
NOTICE TO BIDDERS
2 012 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS
CITY OF LAKEVILLE IMPROVEMENT PROJECT NO. 12 -01
OWNER...The City of Lakeville, Minnesota hereby gives notice that sealed bids will be received for the
construction of Improvement Project No. 12 -01.
TIME...Sealed bids will be received until 2:00 p,m., Local Time, on Tuesday, March 13, 2012, in the
office of the City Clerk, 20195 Holyoke Avenue, Lakeville, Minnesota 55044.
PROJECT DESCRIPTION...The work involves roadway repair and trail reconstruction, 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 all 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.
Published by the authority of the City of Lakeville,
Minnesota.
By:
Date:
Published in the Dakota County Tribune on February 23, 2012
Published in the Construction Bulletin on February 27 and March 5, 2012
Charlene Friedges, City Clerk
February 21, 2012
SCHEDULE A: Repairs Citywide
ENGINEER'S ESTIMATE
CITY OF LAKEVILLE
2012 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS
CITY OF LAKEVILLE IMPROVEMENT PROJECT NO. 12 -01
item
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 345
REMOVE CONCRETE WALK SQ FT 335
REMOVE BITUMINOUS PAVEMENT SQ YD 17,700
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 10,985
SUBGRADEEXCAVATION - (PATCHING) CU YD 650
AGGREGATE BASE CLASS 5 - (PATCHING) TON 410
FOUNDATION MATERIAL (3" MINUS) TON 600
MILL BITUMINOUS STEP JOINT LIN ET 10,955
TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TON 1,650
TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 2,135
2.5" BITUMINOUS WALK W /8" CL 5 AGGREGATE BASE SQ FT 2,560
ADJUST VALVE BOX EACH 6
ADJUST FRAME & RING CASTING EACH 10
4" CONCRETE WALK W/ 4" GRANULAR BASE SQ FT 335
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 345
REPAIR IRRIGATION SYSTEM EACH 4
SUBTOTAL:
SCHEDULE B:170TH STREET Surface Mill and Overlay - PILOT KNOB ROAD TO EAGLEVIEW OR
REMOVE BITUMINOUS PAVEMENT SQ YD 300
REMOVE PEDESTRIAN CURB RAMP EACH 8
REMOVE STORM SEWER (ALL TYPES) LIN FT 42
27" CB W /NEENAH R4342 CASTING EACH 1
12" RCP CL V LIN FT 48
12" FES EACH 1
RIP RAP CL III TON 11
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 200
SUBGRADE EXCAVATION - (PATCHING) CU YD 10
AGGREGATE BASE CLASS 5- (PATCHING) TON 25
FOUNDATION MATERIAL (3" MINUS) TON 25
AGGREGATE SHOULDERING CLASS 2 TON 30
MILL BITUMINOUS SURFACE (2.0 ") SQ YD 11960
TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TON 1,490
TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 35
2.5" BITUMINOUS WALK W/8" CL 5 AGGREGATE BASE SQ FT 215
PEDESTRIAN CURB RAMP EACH 10
MINOR DITCH GRADING LF 550
TURF ESTABLISHMENT LF 1
PAVEMENT MESSAGE (RIGHT ARROW) - PAINT EACH 10
4" SOLID LINE WHITE - PAINT LIN FT 6,060
24" SOLID LINE WHITE - PAINT LIN FT 30
4" SOLID LINE YELLOW - PAINT LIN FT 1,085
4" BROKEN LINE YELLOW - PAINT LIN FT 450
4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 230
CROSSWALK MARKINGS - PAINT SQ FT 90
Contract Contract
Unit Quantity Price Extension
SUBTOTAL:
9.00 $
2.80 $
3.50 $
2.15 $
18.00 $
20.00 $
25.00 $
2.35 3
89.00 $
87.00 $
5.00 $
185.00 $
390.00 $
6.30 $
20.50 $
460.00 $
$ 4.30 $
$ 115.00 $
$ 8.00 $
$ 1,270.00 $
$ 25.00 $
$ 630.00 $
$ 125.00 $
$ 2.15 $
$ 21.50 $
19.75 $
$ 21.15 $
$ 21.50 $
$ 0.85 $
$ 57.50 $
$ 95.00 $
$ 5.00 $
$ 525.00 $
$ 10.00 $
$ 4,100.00 $
$ 41.00 $
0.15 $
$ 2.10 $
$ 0.15 $
$ 0.15 $
$ 0.30 $
$ 2.75 $
3,105.00
938.00
61,950.00
23,617.75
11,700.00
8,200.00
15,000.00
25, 744.25
146,850.00
185,745.00
12,800.00
1,110.00
3,900.00
2,110.50
7,072.50
1,840.00
is
511,683.00
1,290.00
920.00
336.00
1,270.00
1,200.00
630.00
1,375.00
430.00
215.00
493.75
528.75
645.00
10,166.00
85,675.00
3,325.00
1,075.00
5,250.00
5,500.00
4,100.00
410.00
909.00
63.00
162.75
67.50
69.00
247.50
$ 126,353.25
item
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 351
REMOVE BITUMINOUS PAVEMENT SQ YD 300
REMOVE PEDESTRIAN CURB RAMP EACH 10
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 800
SUBGRADE EXCAVATION - (PATCHING) CU YD 65
AGGREGATE BASE CLASS 5 - (PATCHING) TON 100
FOUNDATION MATERIAL (3" MINUS) TON 100
MILL BITUMINOUS SURFACE (2.0 ") SQ YD 12,782
TYPE MV3 WEARING COURSE MIXTURE (8) - (PATCHING) TON 1,590
TYPE LV3 NON WEARING COURSE MIXTURE (5) - (PATCHING) TON 40
2.5" BITUMINOUS WALK W /8" CL 5 AGGREGATE BASE SQ FT 210
ADJUST FRAME & RING CASTING EACH 1
MANHOLE INSERT RISER RINGS EACH 5
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 351
PEDESTRIAN CURB RAMP EACH 12
PAVEMENT MESSAGE (LEFT ARROW) - PAINT EACH 2
PAVEMENT MESSAGE (RIGHT ARROW) - PAINT EACH 3
PAVEMENT MESSAGE (THRU ARROW) - PAINT EACH 1
24" SOLID LINE YELLOW - PAINT LIN FT 565
4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 3,390
CROSSWALK MARKINGS - PAINT SQ FT 126
SUBTOTAL:
SCHEDULE C:FLAGSTAFF AVENUE Surface Mill and Overlay - 175TH STREET TO SOUTH CITY LIMITS
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 380
REMOVE CONCRETE WALK $Q FT 187
REMOVE BITUMINOUS PAVEMENT SQ YD 300
REMOVE PEDESTRIAN CURB RAMP EACH 14
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 700
SUBGRADE EXCAVATION - (PATCHING) CU YD 65
AGGREGATE BASE CLASS 5 - (PATCHING) TON 125
FOUNDATION MATERIAL (3" MINUS) TON 125
MILL BITUMINOUS SURFACE (2.0 ") SQ YD 20,714
TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TON 2,550
TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 45
ADJUST VALVE BOX EACH 3
ADJUST FRAME & RING CASTING EACH 1
4" CONCRETE WALK W/ 4" GRANULAR BASE SQ FT 660
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 405
PEDESTRIAN CURB RAMP EACH 18
PAVEMENT MESSAGE (LEFT ARROW) - PAINT EACH 6
PAVEMENT MESSAGE (RIGHT ARROW) - PAINT EACH 5
PAVEMENT MESSAGE (LEFT -THRU ARROW) - PAINT EACH 2
PAVEMENT MESSAGE (RIGHT -THRU ARROW) - PAINT EACH 1
4" SOLID LINE WHITE - PAINT LIN FT 660
24" SOLID LINE WHITE - PAINT LIN FT 50
4" BROKEN LINE WHITE - PAINT LIN FT 240
4" SOLID LINE YELLOW - PAINT LIN FT 3,155
4" BROKEN LINE YELLOW - PAINT LIN FT 1,290
4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1,800
24" SOLID LINE YELLOW - PAINT LIN FT 175
CROSSWALK MARKINGS - PAINT SQ FT 252
Contract Contract
Unit Quantity Price Extension
SUBTOTAL:
SCHEDULE D:175TH STREET Surface Mill and Overlay - HIGHVIEW AVENUE TO DODD BLVD
9.00
4.30
115.00
2.15
21.50
19.75
21.15
0.85
57.50
95.00
5.00
390.00
100.00
20.50
525.00
41.00
41.00
41.00
2.10
0.30
2.75
$ 9,00 $
$ 1.50 $
$ 4.30 $
$ 115.00 $
$ 2.15 $
$ 21.50 $
$ 19.75 $
$ 21.15 $
$ 0.85 $
$ 57.50 $
95.00 $
$ 241.00 $
$ 390.00 $
$ 4,00 $
$ 20.50 $
$ 525.00 $
$ 41.00 $
$ 41.00 $
$ 84.40 $
$ 84.40 $
$ 0.15 $
$ 2.10 $
$ 0.15 $
$ 0.15 $
$ 0,15 $
0.30
$ 2.10 $
$ 2.75 $
3,159.00
1,290.00
1,150.00
1,720.40
1,397.50
1,975.00
2,115.00
10,864.70
91,425.00
3,800.00
1,050.00
390.00
500.00
7,195.50
6,300,00
82.00
123.00
41.00
1,186.50
1,017.00
346.50
$ 137,127.70
3,420.00
280,50
1,290.00
1,610.00
1,505.00
1,397.50
2,468.75
2,643.75
17,606.90
146,625.00
4,275,00
723.00
390.00
2,640.00
8,302.50
9,450.00
246.00
205.00
168.80
84.40
99.00
105.00
36.00
473.25
193.50
540.00
367.50
693.00
$ 207,839.35
Item
REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 265
REMOVE BITUMINOUS PAVEMENT SQ YD 200
REMOVE PEDESTRIAN CURB RAMP EACH 2
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 415
SUBGRADEEXCAVATION - (PATCHING) CU YD 20
AGGREGATE BASE CLASS 5 - (PATCHING) TON 25
FOUNDATION MATERIAL (3" MINUS) TON 25
MILL BITUMINOUS SURFACE (2.0 ") SQ YD 6,935
TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TON 865
TYPE LV3 NON WEARING COURSE MIXTURE (0) - (PATCHING) TON 90
ADJUST VALVE BOX EACH 4
ADJUST FRAME & RING CASTING EACH 7
MANHOLE INSERT RISER RINGS EACH 5
CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 265
PEDESTRIAN CURB RAMP EACH 2
PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH 1
PAVEMENT MESSAGE (RIGHT -THRU ARROW) PAINT EACH 1
4" SOLID LINE WHITE - PAINT LIN FT 2,880
24" SOLID LINE WHITE - PAINT LIN FT 50
4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1,460
SCHEDULE F :- NORTH PARK TRAIL RECLAMATION
REMOVE PEDESTRIAN CURB RAMP EACH 3
REMOVE STORM SEWER (ALL TYPES) LIN FT 80
RECLAIM BITUMINOUS TRAIL SQ YD 5,565
2.5" BITUMINOUS WALK SQ FT 50,517
2.5' BITUMINOUS WALK W /8" CL 5 AGGREGATE BASE SQ FT 745
PEDESTRIAN CURB RAMP EACH 4
TURF ESTABLISHMENT LS 1
4" PVC SDR 35 LIN FT 70
6" PVC DRAIN TILE CLEANOUT -SDR 35 EACH 1
12" RCP CL V LIN FT 90
12" RCP FES EACH 6
65" SPAN RC PIPE-ARCH CULVERT CL III LIN FT 36
65" SPAN RC PIPE -ARCH APRON WITH TRASH GUARD EACH 2
RIP RAP CL IV Ton 40
REPAIR IRRIGATION SYSTEM EACH 2
SCHEDULE G:- 165th STREET TRAIL RECLAMATION FROM IPAVA AVENUE TO HUDSON AVENUE
RECLAIM BITUMINOUS TRAIL SQ YD 2,585 $
25" BITUMINOUS WALK SO FT 24,440 $
CONNECT TO EXISTING STORM SEWER EACH 1 $
4" PVC SDR 35 LIN FT 150 $
6" PVC DRAIN TILE CLEANOUT -SDR 35 EACH 2 $
TURF ESTABLISHMENT LS 1 $
REPAIR IRRIGATION SYSTEM EACH 2 $
SCHEDULE A - CITY WIDE REPAIR - SUBTOTAL:
SCHEDULE B - 170TH STREET SURFACE MILL AND OVERLAY - SUBTOTAL:
SCHEDULE C- FLAGSTAFF AVE SURFACE MILL AND OVERLAY - SUBTOTAL:
SCHEDULE D 175TH STREET SURFACE MILL AND OVERLAY - SUBTOTAL:
SCHEDULE E - IPAVA AVENUE SURFACE MILL AND OVERLAY - SUBTOTAL:
SCHEDULE F - NORTH PARK TRAIL RECLAIMATION - SUBTOTAL:
SCHEDULE G 165TH STREET TRAIL RECLAIMINATION FROM IPAVA AVE TO HUDSON AVE SUBTOTAL:
Contract Contract
Unit Quantity Price Extension
SCHEDULE E: IPAVA AVENUE Surface Mill and Overlay - KENWOOD TRAIL (CSAH 50) TO 202ND STREET
SUBTOTAL:
SUBTOTAL:
SUBTOTAL:
TOTAL:
$ 9.00 $
$ 4.30 $
$ 115.00 $
$ 2.15 $
$ 21.50 $
19.75 $
$ 21.15 $
$ 0.85 $
$ 57.50 $
95.00 $
241.00 $
$ 390.00 $
$ 100.00 $
20.50 $
$ 525.00 $
$ 41.00 $
$ 84.40 $
$ 0.15 $
2.10 $
$ 0.30 $
115.00 $
6.55 $
1.00 $
2.00 $
5.00 $
676.00 $
6,500.00 $
10.00 $
125.00 $
25.00 $
630.00 $
175.00 $
3,600.00 $
150.00 $
386.00 $
2,385.00
860.00
230.00
892.25
430.00
493.75
528.75
5,89 4.75
49,737.50
8,550.00
964.00
2,730.00
500.00
5,432.50
1,050.00
41.00
84.40
432.00
105.00
438.00
$ 81,778.90
345.00
524.00
5,565.00
101,034.00
3,725.00
2,704.00
6,500.00
700.00
125.00
2,250.00
3,780.00
6,300.00
7,200.00
6,000.00
772.00
L$
147,524.00
1.00 $ 2,585.00
2.00 $ 48,880.00
100.00 $ 100.00
10.00 $ 1,500.00
125.00 $ 250.00
2,175.00 $ 2,175.00
386.00 $ 772.00
56,262.00 11
($
511,683.00
126,353.25
137,127.70
207,839.35
81,778.90
147, 524.00
56,262.00
$ 1,268,568.20