HomeMy WebLinkAbout6.d. Receive Bids/Award Contract - East Side Watermain, City Project #320CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: May 1, 2001
AGENDA ITEM: Receive Bids /Award Contract — East Side
Watermain Improvements, City Project #320
AGENDA SECTION:
Consent
PREPARED BY: Bret Weiss, Interim City Engineer
AGENDAM
`6 -0
ATTACHMENTS: None
APPROVED BY:
`J
On Friday, April 27, 2001, bids for the referenced project will be received and read aloud
publicly.
The tabulation of bidders, resolution and letter of award recommendation will be provided at
the Council meeting.
The Engineer's Estimate is $ 1,148,000.
RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING BIDS AND
AWARDING THE CONTRACT FOR THE EAST SIDE WATERMAIN IMPROVEMENTS, CITY
PROJECT #320.
COUNCIL ACTION:
2
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2001—
A RESOLUTION RECEIVING BIDS AND AWARDING CONTRACT
FOR THE EAST SIDE WATERMAIN IMPROVEMENTS
CITY PROJECT #320
BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota, as follows:
1. All bids on construction of the East Side Watermain Improvements are hereby received
and tabulated.
2. The bid of Design Excavating, Inc., in the amount of $904,709.00 for the construction of
said improvements are in accordance with the plans and specifications and advertisement
for bids is the lowest responsible bid and shall be and hereby is accepted.
3. The Mayor and Clerk are hereby authorized and directed to enter into a contract with said
bidder for the construction of said improvements for and on behalf of the City of
Rosemount.
4. The City Clerk is hereby authorized and directed to return forthwith to all bidders the
deposits made with their bids, except that the deposit of all successful bidder and the next
two lowest bidders shall be retained until a contract has been executed.
ADOPTED this 1 ' day of May, 2001.
Cathy Busho, Mayor
ATTEST:
Linda Jentink, City Clerk
Motion by:
Voted in favor:
Seconded by:
Voted against
April 27, 2001
Honorable Mayor and City Council
City of Rosemount
145` Street West
'Rosemount, MN 55068 -4997
Re: Eastside Watermain Extension & Appurtenant Work
q �x
City of Rosemount Project No. 320
E WSB Project No. 1252 -00
Dear Mayor and Council Members:
Bids were received for the above- referenced project at 10:00 a.m., April 27, 2001, and
were opened and read aloud. A total of five bids were received. The bids were checked
for mathematical accuracy and tabulated. Please find enclosed the bid tabulation
indicating the lbw bidder as Design Excavating, Inc., Belle Plaine, MN, in the amount of
$904,709.00: We recommend award of the contract to Design Excavating, Inc. In this
amount.
Sincerely,
Minneapolis • St. Cloud , Equal Opportunity Employer
BID TABULATION
Eastside Watermain Extension & Appurtenant Work
City of Rosemount, MN
City Project No. 320
WSB Project No. 1252 -00
Bids Opened: April 27, 2001 -10:00 A.M.
I hereby certify that this is a true and correct tabulation of the bids as received on April 27, 2001.
Bret A. Weiss, P.E.
*" Denotes corrected figure
M: \1252 - 002 \EXCEL \bidtab.xls \Bid Summary
Contractor
Bid Security
Total Bid
1
Design Excavating Inc
X
$904,709.00 **
2
Northdale Const Co Inc
X
$1,002,142.23
3
Burschville Constr Inc
X
$1,047,418.27
4
Municipal Contr Svcs
X
$1,056,805.65 **
5
Frontier Const Co.
X
$1,288,112.60
Engineer's Estimate
$1,147,911.00
I hereby certify that this is a true and correct tabulation of the bids as received on April 27, 2001.
Bret A. Weiss, P.E.
*" Denotes corrected figure
M: \1252 - 002 \EXCEL \bidtab.xls \Bid Summary
Extension of Bids
MMMM Denotes corrected figure
Cost Opinion Low Bidder 2nd Low Bidder
Line
No.
Item
Number
Description
Unit
Estimated
Quantity
Cost O pinion
Design Excavatln Inc
Northdale Const Co Inc
Unit
Price
Estimated
Cost
Unit
Price
Cost
Unit
Price
Cost
SCHEDULE A - SURFACE IMPROVEMENTS
1
2021.501
MOBILIZATION
LUMP SUM
1.00
$50,000.00
$50,000.00
$25,000.00
$25,000.00
$12,000.00
$12,000.00
2
2031.501
FIELD OFFICE
EACH
1.00
$5,000.00
$5,000.00
$3,000.00
$3,000.00
$3,750.00
$3,750.00
3
2101.511
CLEARING AND GRUBBING
LUMP SUM
1.00
$8,000.00
$8,000.00
$1,500.00
$1,500.00
$3,750.00
$3,750.00
4
5
6
2104.501
2104.501
2104.501
REMOVE STEEL CASING
REMOVE ABANDONED PIPE
REMOVE CULVERT PIPE(ALL SIZES)
LIN FT
LIN FT
LIN FT
20.00
20.00
400.00
$50.00
$10.00
$10.00
$1,000.00
$200.00
$4,000.00
$15.00
$30.00
$5.00
$300.00
$2,000.00
$10.00
$10.00
$7.50
$200.00
$200.00
$3,000.00
7
2104.501
REMOVE AND RELOCATE RETAINING WALL
LIN FT
150.00
$18.00
$2,700.00
$85.00
$12,750.00
$10.00
$1,500.00
8
2104.505
REMOVE BITUMINOUS PAVEMENT
SQ YD
2,500.00
$2.00
$5,000.00
$1.75
$4,375.00
$3.00
$7,500.00
9
2104.513
SAWING BIT PAVEMENT(FULL DEPTH)
LIN FT
1,750.00
$3.00
$5,250.00
$2.00
$3,500.00
$4.00
$7,000.00
10
2104.521
SALVAGE AND REINSTALL PIPE CULVERT(ALL SIZES)
LIN FT
400.00
$20.00
$8,000.00
$8.00
$3,200.00
$15.00
$6,000.00
11
2104.521
SALVAGE AND REINSTALL 24 "RCP W/ APRON
LIN FT
20.00
$40.00
$800.00
$20.00
$400.00
$15.00
$300.00
12
2104.521
SALVAGE AND REINSTALL FENCE
LIN FT
40.00
$15.00
$600.00
$10.00
$400.00
$40.00
$1,600.00
13
2104.521
SALVAGE AND REINSTALL RIP RAP WITH TYPE IV GEOTEXTILE FABRIC
LUMP SUM
1.00
$500.00
$500.00
$500.00
$500.00
$1,000.00
$1,000.00
14
2211.501
AGGREGATE BASE CLASS 5- 100% CRUSHED LIMESTONE
TON
30.00
$20.00
$600.00
$13.00
$390.00
$18.20
$546.00
15
2331.521
IRREGULAR WIDTH PAVING- DRIVEWAYIPARKING LOT REPLACEMENT
SQ YD
2,060.00
$20.00
$41,200.00
$14.00
$28,840.00
$11.55
$23,793.00
16
2331.521
IRREGULAR WIDTH PAVING- DOYLE PATH
SQ YD
300.00
$30.00
$9,000.00
$19.00
$5,700.00
$23.10
$6,930.00
17
2331.521
IRREGULAR WIDTH PAVING- 140TH STREET
SQ YD
75.00
$30.00
$2,250.00
$28:00
$2,100.00
$47.25
$3,543.75
18
2451.501
GRANULAR FOUNDATION AND /OR BEDDING
TON
50.00
$10.00
$500.00
$14.00
$700.00
$14.94
$747.00
19
2501.515
12 "CM PIPE APRON
EACH
2.00
$23.00
$46.00
$85.00
$170.00
$258.13
$516.26
20
2501.515
15 "CM PIPE APRON
EACH
2.00
$23.00
$46.00
$95.00
$190.001
$258.13
$516.26
21
2501.515
15 "RC PIPE APRON
EACH
2.00
$25.00
$50.00
$350.00
$700.00
$381.67
$763.34
22
2501.515
18 "RC PIPE APRON
EACH
2.00
$30.00
$60.00
$400.00
$800.00
$410.42
$820.84
23
2501.515
21 "RC PIPE APRON
EACH
2.00
$35.00
$70.00
$400.00
$800.00
$433.85
$867.70
24
2501.515
24 "RC PIPE APRON
EACH
1.00
$40.00
$40.00
$450.00
$450.00
$460.48
$460.48
5
2503.541
12"CM PIPE CULVERT
LIN FT
65.00
$23.00
$1,495.00
$16.00
$1,040.00
$22.41
$1,456.65
6
r27
2503.541
15 "CM PIPE CULVERT
LIN FT
65.00
$23.00
$1,495.00
$17.00
$1,105.00
$24.54
$1,595.10
2503.541
15 "RC PIPE CULVERT
LIN FT
100.00
$25.00
$2,500.00
$22.00
$2,200.00
$23.47
$2,347.00
28
2503.541
18 "RC PIPE CULVERT
LIN FT
50.00
$30.00
$1,500.00
$24.00
$1,200.00
$26.14
$1,307.00
29
2503.541
21 "RC PIPE CULVERT
LIN FT
75.00
$32.00
$2,400.00
$28.00
$2,100.00
$28.81
$2,160.75
30
2503.541
24 "RC PIPE DESIGN 3006 CLASS 111
LIN FT
32.00
$35.00
$1,120.00
$30.00
$960.00
$32.57
$1,042.24
31
2563.601
TRAFFIC CONTROL
LUMP SUM
1.00
$12,000.00
$12,000.00
$1,500.00
$1,500.00
$5,000.00
$5,000.00
32
2575.501
SEEDING
ACRE
13.00
$1,500.00
$19,500.00
$500.00
$6,500.00
$609.00
33
2575.505
SODDING
SY
8,000.00
$2.00
$16,000.00
$1.66
$13,280.00
$1.68
,,M:N252- 00AEXCELVbidtabxls\8id Detail Page 1 of 6
Extension of Bids
Cost Opinion
Denotes corrected figure
Low Bidder 2nd Low Bidder
$1,147,911.00
$ *<
$1,002,142.23
Line
No.
Item
Number
Description
Unit
Estimated
Quanti
Cost O pinion
Design cavating Inc
Northdale Const Co Inc
Unit
Price
Estimated
Cost
Unit
Price
Cost
Unit
Price
Cost
34
2611.602
CONNECT TO EXSITING WATERMAIN
EACH
2.00
$700.00
$1,400.00
$500.00
$1,000.00
$1,686.38
$3,372.76
35
2611.602
CUT IN 4" TEE
LUMP SUM
1.00
$1,500.00
$1,500.00
$680.00
$680.00
$1,675.73
$1,675.73
36
2611.602
HYDRANT ASSEMBLY
EACH
32.00
$2,000.00
$64,000.00
$2,050.00
$65,600.00
$2,110.59
$67,538.88
37
2611.602
HYDRANT ASSEMBLY-SPECIAL
EACH
5.00
$2,500.00
$12,500.00
$2,100.00
$10,500.00
$2,160.64
$10,803.20
38
2611.602
12" GATE VALVE AND BOX
EACH
30.00
$1,200.00
$36,000.00
$1,325.00
$39,750.00
$1,133.05
$33,991.50
39
2611.602
10" GATE VALVE AND BOX
EACH
1.00
$1,000.00
$1,000.00
$1,050.00
$1,050.00
$940.29
$940.29
40
2811.602
8" GATE VALVE AND BOX
EACH
6.00
$700.00
$4,200.00
$740.00
$4,440.00
$677.23
$4,063.38
41
2611.602
6" GATE VALVE AND BOX
EACH
3.00
$500.00
$1,500.00
$530.00
$1,590.00
$507.90
$1,523.70
42
2611.602
4" GATE VALVE AND BOX
EACH
2.00
$400.00
$800.00
$465.00
$930.00
$444.00
$888.00
43
2611.602
1.5" CORPORATION STOP
EACH
3.00
$50.00
$150.00
$160.00
$480.00
$167.15
$501.45
44
2611.602
1.5" CURB STOP & BOX
EACH
3.00
$100.00
$300.00
$135.00
$405.00
$247.98
$743.94
45
2611.603
VALVE BOX EXTENSION
LIN FT
25.00
$100.00
$2,500.00
$35.00
$875.00
$73.43
$1,835.75
46
2611.603
HYDRANT EXTENSION
LIN FT
25.00
$300.00
$7,500.00
$300.00
$7,500.00
$369.39
$9,234.75
47
2611.603
1.5" TYPE K COPPER PIPE
LIN FT
240.00
$8.00
$1,920.00
$12.00
$2,880.00
$17.69
$4,245.60
48
2611.603
12" WATER MAIN - DUCT IRON CL 52
LIN FT
18,809.00
$30.00
$564,270.00
$24.00
$451,416.00
$27.71
$521,197.39
49
2611.603
8" WATERMAIN - DUCT IRON CL 52
LIN FT
165.00
$25.00
$4,125.00
$17.00
$2,805.00
$23.88
$3,940.20
50
2611.603
6" WATER MAIN - DUCT IRON CL 52
LIN FT
614.00
$20.00
$12,280.00
$15.00
$9,210.00
$18.00
$11,052.00
51
2611.603
4" WATER MAIN -DUCT IRON CL 52
LIN FT
20.00
$15.00
$300.00
$20.00
$400.00
$17.41
$348.20
52
2611.603
12" PVC WATER MAIN C 900
LIN FT
268.00
$25.00
$6,700.00
$16.00
$4,288.00
$23.05
$6,177.40
53
2611.603
8" PVC WATER MAIN C 900
LIN FT
2,158.00
$20.00
$43,160.00
$12.00
$25,896.00
$18.31
$39,512.98
54
2611.603
4" PVC WATER MAIN C 900
LIN FT
32.00
$12.00
$384.00
$12.00
$384.00
$12.15
$388.80
55
2611.603
20" STEEL CASING PIPE (OPEN CUT)
LIN FT
100.00
$50.00
$5,000.00
$37.00
$3,700.00
$58.97
$5,897.00
56
2611.603
20" STEEL CASING PIPE (BORED AND JACKED)
LIN FT
559.00
$220.00
$122,980.00
$165.00
$92,235.00
$162.47
$90,820.73
57
2611.603
16" STEEL CASING PIPE (BORED AND JACKED)
LIN FT
74.00
$180.00
$13,320.00
$155.00
$11,470.00
$153.02
$11,323.48
58
2611.603
POLYETHELENE ENCASEMENT MATERIAL
LIN FT
T00.00
$2.00
$200.00
$1.00
$100.00
$1.32
$132.00
59
2611.602
4" POLYSTYRENE INSULATION
SQ YD
25.00
$20.00
$500.00
$20.00
$500.00
$24.91
$622.75
60
2611.620
DUCTILE IRON FITTINGS
POUND
26,500.00
$1.00
$26,500.00
$1.25
$33,125.00
$1.64
$43,460.00
81 DIV 2 1 RAILROAD CROSSINGS /ENCROACHMENT AGREEMENTS EACH 5.00
TOTAL SCHEDULE A - SURFACE IMPROVEMENTS
$2,000.00
$10,000.00
$1,147,911.00
$650.00
$3,250.00
$500.00
$2,500.00
$1,002,142.23
M: 11252- 0021EXCEL\bldtab.xls\Bid Detail. Page 2 of 6
Line
No.
Item
I Number
Description
Unit
Estimated
Quantity
Cost O pinion
Burschvilie Constr Inc
Munici ai Contr Svcs
Unit
Price
Estimated
Cost
Unit
Price
Cost
Unit
Price
Cost
SCHEDULE A " SURFACE IMPROVEMENTS
1
2021.501
MOBILIZATION
LUMP SUM
1.00
$50,000.00
$50,000.00
$20,000.00
$20,000.00
$15,000.00
$15,000.00
2
2031.501
FIELD OFFICE
EACH
1.00
$5,000.00
$5,000.00
$30,000.00
$30,000.00
$3,500.00
$3,500.00
3
2101.511
CLEARING AND GRUBBING
LUMP SUM
1.00
$8,000.00
$8,000.00
$15,000.00
$15,000.00
$10,000.00
$10,000.00
4
2104.501
REMOVE STEEL CASING
LIN FT
20.00
$50.00
$1,000.00
$50.00
$1,000.00
$20.00
$400.00
5
2104.501
REMOVE ABANDONED PIPE
LIN FT
20.00
$10.00
$200.00
$20.00
$400.00
$75.00
$1,500.00
6
2104.501
REMOVE CULVERT PIPE(ALL SIZES)
LIN FT
400.00
$10.00
$4,000.00
$20.00
$8,000.00
$10.00
$4,000.00
7
2104.501
REMOVE AND RELOCATE RETAINING WALL
LIN FT
150.00
$18.00
$2,700.00
$50.00
$7,500.00
$30.00
$4, 500.00
8
2104.505
REMOVE BITUMINOUS PAVEMENT
SQ YD
2,500.00
$2.00
$5,000.00
$4.00
$10,000.00
$2.00
$5,000.00
9
2104.513
SAWING BIT PAVEMENT(FULL DEPTH)
LIN FT
1,750.00
$3.00
$5,250.00
$3.00
$5,250.00
$2.00
$3,500.00
10
2104.521
SALVAGE AND REINSTALL PIPE CULVERT(ALL SIZES)
LIN FT
400.00
$20.00
$8,000.00
$25.00
$10,000.00
$20.00
$8,000.00
11
2104.521
SALVAGE AND REINSTALL 24 "RCP W/ APRON
LIN FT
20.00
$40.00
$800.00
$100.00
$2,000.00
$30.00
$600.00
12
2104.521
SALVAGE AND REINSTALL FENCE
LIN FT
40.00
$15.00
$600.00
$25.00
$1,000.00
$10.00
$400.00
13
2104.521
SALVAGE AND REINSTALL RIP RAP WITH TYPE IV GEOTEXTILE FABRIC
LUMP SUM
1.00
$500.00
$500.00
$1,500.00
$1,500.00
$5,000.00
$5,000.00
14
2211.501
AGGREGATE BASE CLASS 5-100% CRUSHED LIMESTONE
TON
30.00
$20.00
$600.00
$12.00
$360.00
$20.00
$600.00
15
16
17
18
2331.521
2331.521
2331.521
2451.501
IRREGULAR WIDTH PAVING- DRIVEWAY /PARKING LOT REPLACEMENT
IRREGULAR WIDTH PAVING- DOYLE PATH
IRREGULAR WIDTH PAVING -140TH STREET
GRANULAR FOUNDATION AND /OR BEDDING
SQ YD
SQ YD
SQ YD
TON
2,060.00
300.00
75.00
50.00
$20.00
$30.00
$30.00
$10.00
$41,200.00
$9,000.00
$2,250.00
$500.00
$12.00
$23.00
$50.00
$16.00
$24,720.00
$6,900.00
$3,750.00
$800.00
$10.00
$22.62
$46.47
$10.00
$20,600.00
$500.00
19
2501.515
12 "CM PIPE APRON
EACH
2.00
$23.00
$46.00
$150.00
$300.00
$100.00
$200.00
20
2501.515
15 "CM PIPE APRON
EACH
2.00
$23.00
$46.00
$200.00
$400.00
$150.00
$300.00
21
2501.515
15 "RC PIPE APRON
EACH
2.00
$25.00
$50.00
$285.00
$570.00
$500.00
$1,000.00
22
2501.515
18 "RC PIPE APRON
EACH
2.00
$30.00
$60.00
$322.00
$644.00
$600.00
$1,200.00
23
2501.515
21 "RC PIPE APRON
EACH
2.00
$35.00
$70.00
$359.00
$718.00
$700.00
$1,400.00
24
2501.515
24 "RC PIPE APRON
EACH
1.00
$40.00
$40.00
$396.00
$396.00
$800.00
$800.00
25
2503.541
12 "CM PIPE CULVERT
LIN FT
65.00
$23.00
$1,495.00
$19.00
$1,235.00
$20.00
$1,300.00
26
2503.541
15 "CM PIPE CULVERT
LIN FT
65.00
$23.00
$1,495.00
$21.00
$1,365.00
$22.00
$1,430.00
27
2503.541
15 "RC PIPE CULVERT
LIN FT
100.00
$25.00
$2,500.00
$24.00
$2,400.00
$25.00
$2,500.00
28
2503.541
18 "RC PIPE CULVERT
LIN FT
50.00
$30.00
$1,500.00
$26.00
$1,300.00
$30.00
$1,500.00
29
2503.541
21 "RC PIPE CULVERT
LIN FT
75.00
$32.00
$2,400.00
$28.00
$2,100.00
$33.00
$2,475.00
30
2503.541
24 "RC PIPE DESIGN 3006 CLASS III
LIN FT
32.00
$35.00
$1,120.00
$30.00
$960.00
$35.00
$1,120.00
31
2563.601
TRAFFIC CONTROL
LUMP SUM
1.00
$12,000.00
$12,000.00
$20,000.00
$20,000.00
$12,500.00
$12,500.00
32
2575.501
SEEDING
ACRE
13.00
$1,500.00
$19,500.00
$600.00
$7,800.00
$1,000.00
F $13,000.00
33
2575.505
SODDING
SY
8,000.00
$2.00
$16,000.00
$2.00
$18,000.00
$2.50
$20,000.00
"M :11 2 52- 0 021EXCELIbidtab.xlslBid Detall Page 3 of 6
Extension of Bids
3rd Low Bidder
4th Low Bidder
$1,147,911.00 $1,047,418.27
Line
No.
Item
Number
Description
Unit
Estimated
Quantity
Cost O Inion
Burschville Constr Inc
Municipal Contr Svcs
Unit
Price
Estimated
Cost
Unit
Price
Cost
Unit
Price
Cost
34
2611.602
CONNECT TO EXSITING WATERMAIN
EACH
Z 2.00
$700.00
$1,400.00
$750.00
$1,500.00
$1,000.00
$2,000.00
35
2611.602
CUT IN 4" TEE
LUMP SUM
1.00
$1,500.00
$1,500.00
$2,000.00
$2,000.00
$1,500.00
$1,500.00
36
2611.602
HYDRANT ASSEMBLY
EACH
32.00
$2,000.00
$64,000.00
$2,100.00
$67,200.00
$2,750.00
$88,000.00
37
2611.602
HYDRANT ASSEMBLY- SPECIAL
EACH
5.00
$2,500.00
$12,500.00
$2,100.00
$10,500.00
$2,750.00
$13,750.00
38
2611.602
12" GATE VALVE AND BOX
EACH
30.00
$1,200.00
$36,000.00
$1,200.00
$36,000.00
$1,500.00
$45,000.00
39
2611.602
10" GATE VALVE AND BOX
EACH
1.00
$1,000.00
$1,000.00
$1,050.00
$1,050.00
$1,500.00
$1,500.00
40
2611.602
8" GATE VALVE AND BOX
EACH
6.00
$700.00
$4,200.00
$675.00
$4,050.00
$1,000.00
$6,000.00
41
2611.602
6" GATE VALVE AND BOX
EACH
3.00
$500.00
$1,500.00
$575.00
$1,725.00
$750.00
$2,250.00
42
2611.602
4" GATE VALVE AND BOX
EACH
2.00
$400.00
$800.00
$525.00
$1,050.00
$750.00
$1,500.00
43
2611.602
1.5" CORPORATION STOP
EACH
3.00
$50.00
$150.00
$500.00
$1,500.00
$150.00
$450.00
44
2611.602
1.5" CURB STOP & BOX
EACH
3.00
$100.00
$300.00
$500.00
$1,500.00
$200.00
$600.00
45
2611.603
VALVE BOX EXTENSION
LIN FT
25.00
$100.00
$2,500.00
$30.00
$750.00
$50.00
$1,250.00
46
2611.603
HYDRANT EXTENSION
LIN FT
25.00
$300.00
$7,500.00
$275.00
$6,875.00
$300.00
$7,500.00
47
2611.603
1.5" TYPE K COPPER PIPE
LIN FT
240.00
$8.00
$1,920.00
$9.00
$2,160.00
$10.00
$2,400.00
48
2611.603
12" WATER MAIN - DUCT IRON CL 52
LIN FT
18,809.00
$30.00
$564,270.00
$26.39
$496,369.51
$27.00
$507,843.
49
2611.603
8" WATERMAIN - DUCT IRON CL 52
LIN FT
165.00
$25.00
$4,125.00
$20.00
$3,300.00
$20.00
$3,300.00
50
2611.603
6" WATER MAIN - DUCT IRON CL 52
LIN FT
614.00
$20.00
$12,280.00
$17.34
$10,646.76
$20.00
$12,280.00
51
2611.603
4" WATER MAIN - DUCT IRON CL 52
LIN FT
20.00
$15.00
$300.00
$17.00
$340.00
$20.00
$400.00
52
2611.603
12" PVC WATER MAIN C 900
LIN FT
268.00
$25.00
$6,700.00
$20.00
$5,360.00
$20.00
$5,360.00
53
2611.603
8" PVC WATER MAIN C 900
LIN FT
2,158.00
$20.00
$43,160.00
$16.00
$34,528.00
$15.00
$32,370.00
54
2611.603
4" PVC WATER MAIN C 900
LIN FT
32.00
$12.00
$384.00
$15.00
$480.00
$15.00
$480.00
55
2611.603
20 "STEEL CASING PIPE (OPEN CUT)
LIN FT
100.00
$50.00
$5,000.00
$70.00
$7,000.00
$80.00
$8,000.00
56
2611.603
20" STEEL CASING PIPE (BORED AND JACKED)
LIN FT
559.00
$220.00
$122,980.00
$179.00
$100,061.00
$161.70
$90,390.30
57
2611.603
16" STEEL CASING PIPE (BORED AND JACKED)
LIN FT
74.00
$180.00
$13,320.00
$170.00
$12,580.00
$150.15
$11,111.10
58
2611.603
POLYETHELENE ENCASEMENT MATERIAL
LIN FT
100.00
$2.00
$200.00
$3.00
$300.00
$1.00
$100.00
59
2611.602
4" POLYSTYRENE INSULATION
SQ YD
25.00
$20.00
$500.00
$30.00
$750.00
$25.00
$625.00
60
2611.620
DUCTILE IRON FITTINGS
POUND
26,500.00
$1.00
$26,500.00
$1.15
$30,475.00
$2.00 '
$53,000.00
61 DIV 2 RAILROAD CROSSINGS /ENCROACHMENT AGREEMENTS EACH 5.00
TOTAL SCHEDULE A - SURFACE IMPROVEMENTS
$2,000.00
$10,000.00
$1,147,911.00
$800.00
$3,000.00
$1,047,418.27
$750.00
$3,750.00
" MA 1252- 00ZEXCELIb1dtab.x1sS!d DetaO
Page 4 of 6
Extension of Bids
S
Ma 1252- 0021EXCEMidtab.xlsod Detail
5th Low Bidder
to X100 - ..
Line
No.
Item
Number
Description
Unit
Estimated
Quantity
Cost O pinion
Frontier Const Co.
Unit
Price
Estimated
Cost
Unit
Price
Cost
SCHEDULE A - SURFACE IMPROVEMENTS
1
2021.501
MOBILIZATION
LUMP SUM
1.00
$50,000.00
0,000.00
$76,800.00
$76,800.00
2
2031.501
FIELD OFFICE
EACH
1.00
$5,000.00
5,000.00
$3,810.00
3
2101.511
CLEARING AND GRUBBING
LUMP SUM
1.00
$8,000.00
8,000.00
$11,600.00
4
2104.501
REMOVE STEEL CASING
LIN FT
20.00
$50.00
1,000.00
j
$110.00
5
2104.501
REMOVE ABANDONED PIPE
LIN FT
20.00
$10.00
$200.00
$35.00
N$600,OO
6
2104.501
REMOVE CULVERT PIPE(ALL SIZES)
LIN FT
400.00
$10.00
4,000.00
$8.10
7
2104.501
REMOVE AND RELOCATE RETAINING WALL
LIN FT
150.00
$18.00
2,700.00
$4.00
8
2104.505
REMOVE BITUMINOUS PAVEMENT
SQ YD
2,500.00
$2.00
$5,000.00
$4.05
$10,125.00
9
10
11
2104.513
2104.521
2104.521
SAWING BIT PAVEMENT(FULL DEPTH)
SALVAGE AND REINSTALL PIPE CULVERT(ALL SIZES)
SALVAGE AND REINSTALL 24 W/ APRON
LIN FT
LIN FT
LIN FT
1,750.00
400.00
20.00
$3.00
$20.00
$40.00
$5,250.00
$8,000.00
$800.00
$3.25
$27.25
$36.20
$5,687.50
$10,900.00
$724.00
12
2104.521
SALVAGE AND REINSTALL FENCE
LIN FT
40.00
$15.00
$600.00
$15.00
$600.00
13
2104.521
SALVAGE AND REINSTALL RIP RAP WITH TYPE IV GEOTEXTILE FABRIC
LUMP SUM
1.00
$500.00
$500.00
$925.00
$925.00
14
2211.501
AGGREGATE BASE CLASS 5- 100% CRUSHED LIMESTONE
TON
30.00
$20.00
$600.00
$28.00
$840.00
15
2331.521
IRREGULAR WIDTH PAVING- DRIVEWAY /PARKING LOT REPLACEMENT
SQ YD
2,060.00
$20.00
$41,200.00
$11.50
$23,690.00
16
2331.521
IRREGULAR WIDTH PAVING- DOYLE PATH
SQ YD
300.00
$30.00
$9,000.00
$23.00
$6,900.00
17
2331.521
IRREGULAR WIDTH PAVING -140TH STREET
SQ YD
75.00
$30.00
$2,250.00
$47.00
$3,525.00
18
2451.501
GRANULAR FOUNDATION AND /OR BEDDING
TON
50.00
$10.00
$500.00
$24.00
$1,200.00
19
2501.515
12 "CM PIPE APRON
EACH
2.00
$23.00
$46.00
$124.00 1
$248.00
20
2501.515
15 "CM PIPE APRON
EACH
2.00
$23.00
$46.00
$140.00
$280.00
21
2501.515
15 "RC PIPE APRON
EACH
2.00
$25.00
$50.00
$505.00
$1,010.00
22
2501.515
18 "RC PIPE APRON
EACH
2.00
$30.00
$60.00
$560.00
$1,120.00
23
2501.515
21 "RC PIPE APRON
EACH
2.00
$35.00
$70.00
$585.00
$1,170.00
24
2501.515
24 "RC PIPE APRON
EACH
1.00
$40.00
$40.00
$685.00
$685.00
25
2503.541
17'CM PIPE CULVERT
LIN FT
65.00
$23.00
$1,495.00
$28.00
$1,820.00
26
2503.541
15 "CM PIPE CULVERT
LIN FT
65.00
$23.00
$1,495.00
$33.00
$2,145.00
27
2503.541
15 "RC PIPE CULVERT
LIN FT
100.00
$25.00
$2,500.00
$37.00
$3,700.00
28
2503.541
18 "RC PIPE CULVERT
LIN FT
50.00
$30.00
$1,500.00
$40.00
$2,000.00
29
2503.541
21 "RC PIPE CULVERT
LIN FT
75.00
$32.00
$2,400.00
$48.00
$3,600.00
30
2503.541
24 "RC PIPE DESIGN 3006 CLASS III
LIN FT
32.00
$35.00
$1,120.00
$52.00
$1,664.00
31
2563.601
TRAFFIC CONTROL
LUMP SUM
1.00
$12,000.00
$12,000.00
$17,000.00
$17,000.00
r 32
2575.501
SEEDING
ACRE
13.00
$1,500.00
$19,500.00
$607.00
$7,891.00
33
2575.505
SODDING
SY
8,000.00
$2.00
$16,000.00
$1.75
$14,000.00
Page 5 of 6
Extension of Bids
Line
No.
Item
Number
Description
Unit
Estimated
Quantity
Cost O pinion
Frontier Const Co.
Unit
Price
Estimated
Cost
Unit
Price
Cost
34
2611.602
CONNECT TO EXSITING WATERMAIN
EACH
2.00
$700.00
$1,400.00
$950.00
$1,900.00
35
2611.602
CUT IN 4" TEE
LUMP SUM
1.00
$1,500.00
$1,506.00
$630.00
$630.00
36
2611.602
HYDRANT ASSEMBLY
EACH
32.00
$2,000.00
$64,000.00
$2,450.00
$78,400.00
37
2611.602
HYDRANT ASSEMBLY - SPECIAL
EACH
5.00
$2,500.00
$12,500.00
$2,270.00
$11,350.00
38
2611.602
12" GATE VALVE AND BOX
EACH
30.00
$1,200.00
$36,000.00
$1,375.00
$41,250.00
39
2611.602
10" GATE VALVE AND BOX
EACH
1.00
$1,000.00
$1,000.00
$1,100.00
$1,100.00
40
2611.602
8" GATE VALVE AND BOX
EACH
6.00
$700.00
$4,200.00
$855.00
$5,130.00
41
2611.602
6" GATE VALVE AND BOX
EACH
3.00
$500.00
$1,500.00
$650.00
$1,950.00
42
2611.602
4" GATE VALVE AND BOX
EACH
2.00
$400.00
$800.00
$555.00
$1,110.00
43
2611.602
1.5" CORPORATION STOP
EACH
3.00
$50.00
$150.00
$235.00
$705.00
44
2611.602
1.5" CURB STOP & BOX
EACH
3.00
$100.00
$300.00
$265.00
$795.00
45
2611.603
VALVE BOX EXTENSION
LIN FT
25.00
$100.00
$2,500.00
$92.50
$2,312.50
46
2611.603
HYDRANT EXTENSION
LIN FT
25.00
$300.00
$7,500.00
$395.00
$9,875.00
47
2611.603
1.5" TYPE K COPPER PIPE
LIN FT
240.00
$8.00
$1,920.00
$13.50
$3,240.00
48
2611.603
12" WATER MAIN - DUCT IRON CL 52
LIN FT
18,809.00
$30.00
$564,270.00
$34.90
$656,434.10
49
2611.603
8" WATERMAIN - DUCT IRON CL 52
LIN FT
165.00
$25.00
$4,125.001
$32.50
$5,362.50
50
2611.603
6" WATER MAIN - DUCT IRON CL 52
LIN FT
614.00
$20.00
$12,280.00
$30.00
$18,420.00
51
2611.603
4" WATER MAIN - DUCT IRON CL 52
LIN FT
20.00
$15.00
$300.00
$37.00
$740.00
52
2611.603
12" PVC WATER MAIN C 900
LIN FT
268.00
$25.00
$6,700.00
$29.00
$7,772.00
53
2611.603
8" PVC WATER MAIN C 900
LIN FT
2,158.00
$20.00
$43,160.00
$19.75
$42,620.50
54
2611.603
4" PVC WATER MAIN C 900
LIN FT
32.00 -
$12.00
$384.00
$25.00
$800.00
55
2611.603
20" STEEL CASING PIPE (OPEN CUT)
LIN FT
100.00
$50.00
$5,000.00
$61.00
$6,100:00
56
2611.603
20" STEEL CASING PIPE (BORED AND JACKED)
LIN FT
559.00
$220.00
$122,980.00
$151.00
$84,409.00
57
2611.603
16" STEEL CASING PIPE (BORED AND JACKED)
LIN FT
74.00
$180.00
$13,320.00
$180.00
$13,320.00
58
2611.603
POLYETHELENE ENCASEMENT MATERIAL
LIN FT
100.00
$2.00
$200.00
$3.00
$300.00
59
2611.602
4" POLYSTYRENE INSULATION
SQ YD
25.00
$20.00
$500.00
$29.50
$737.50
60
2611.620
DUCTILE IRON FITTINGS
POUND
26,500.00
$1.00
$26,500.00
$2.10
$55,650.00
61
DIV 2
RAILROAD CROSSINGS /ENCROACHMENT AGREEMENTS
EACH
5.00
$2,000.00
$10,000.00
$2,660.00
$13,300.00
TOTAL SCHEDULE A - SURFACE IMPROVEMENTS
$1,147,911.00
$1,288,112.60
. MAl252- 002\EXCELVAdtab.xls%8 d DetaN Page 6 of 6
COOPERATIVE AGREEMENT
This Agreement is made this day of , 2001, by and b
Rosemount, Minnesota (hereinafter "City "), a Minnesota municipal corporation.
Dakota (hereinafter "County "), a Minnesota municipal corporation.
WITNESSETH:
WHEREAS, the City operates sanitary sewer and water utilities in
Rosemount; and
QinGQ
C�rnt-
it
0
aw\
WHEREAS, the County is the owner of land legally described on Attachment One,
attached hereto and hereby made a part of this Agreement (hereinafter the "Subject Property "), on
which it intends to construct and maintain a County maintenance building; and
WHEREAS, the Subject Property is located in Empire Township, Minnesota; and
WHEREAS, Minnesota Statutes, Section 429.021 authorizes the City to extend sanitary
sewer and water services outside of its corporate boundaries; and
WHEREAS, the County has requested the extension of municipal sewer and water utility
services to the Subject Property; and
WHEREAS, the City is willing to so extend such services on the terms and conditions
hereinafter set forth;
NOW, THEREFORE, on the basis of the premises and the mutual covenants and
agreements hereinafter set forth, the parties hereto agree as follows:
I. CONSTRUCTION OF FACILITIES
1.1 The City will design and inspect municipal sanitary sewer and water services to the
property line of the Subject Property, such facilities being generally as described on Attachment
Two, attached hereto and hereby made a part of this Agreement (hereinafter the "Project ").
CLL- 196587v2
RS215 -3 1
1.2 The County will secure any required right of way and easement rights and construct
the Project at its own expense in accordance with plans and specifications prepared by the City.
1.3 Upon completion of the Project and acceptance by the City, all parts of the Project
lying outside of the Subject Property shall become the properly of the City and a part of its utility
systems and the County shall execute such assignments as are necessary to effect the transfer of
easement rights and warranties or guarantees for the Project to the City.
II. COUNTY TO PAY COSTS
2.1. The County will pay to the City the sum of
Dollars
($ as payment for estimated expenses incurred by the City in preliminary design and
engineering and inspection of the Project. Upon receipt of such sum, the City will commence
designing the Project. In the event design and engineering costs exceed the sum stated above, the
County will promptly reimburse the City for such additional costs. In the event engineering costs
incurred by the City are less than the sum so received, excess funds will be returned to the County.
III. RATES AND CHARGES
3.1. Upon connection by the County to the municipal sewer and water systems, the
County will pay connection charges and trunk fees in accordance with the City's schedule of rates
and charges. Thereafter, the County will pay for the use and availability of such services in
accordance with the rates and charges in effect for other customers of the City's utility systems as
they may be amended from time to time by the City Council.
IV. TERM AND TERMINATION
4.1. This Agreement may be terminated at any time upon the mutual consent of the
parties.
CLL- 196587v2
RS215 -3 2
4.2. Upon payment of all costs and charges due, the County may terminate this
agreement at any time by giving the City notice that it wishes to terminate municipal sewer and
water service to the Subject Property.
V. SALT SHELTER
5.1. The County will construct a salt and sand warehouse or shelter on the Subject
Property in which it will store salt, sand and other related materials for use on public roadways. As
additional consideration for this agreement, the County agrees to allow the City to purchase salt and
sand directly from the County for use on City roadways. The County will charge the City for the
actual quantities used by the City at the unit cost paid by the County for the sand and salt. The
County will also make available to the City, at no expense to the City, the use of the County's
equipment for moving and loading such salt into City vehicles, and will allow 24 hour a day access
to the facility for such purpose.
VI. LIMITATION ON AREA OF SUBJECT PROPERTY SERVED
6.1. Although the County has purchased all of the Subject Property, it is the plan and
intent of the County that only the north 40 acres of the Subject Property will be used for the County
facilities served by municipal sewer and water services. The County agrees that no part of the
Subject Property other than the north 40 acres thereof will be connected to or served by the sewer
and water facilities provided for under this Agreement without the written consent of the City.
VII. AGREEMENT TO RUN WITH THE LAND
7.1. This Agreement shall run with the land of the Subject Property and shall bind the
successors and assigns of the parties.
cLL- 196587v2
Rszls -3 3
CITY OF ROSEMOUNT
By
Its Mayor
And
Its Clerk
COUNTY OF DAKOTA
By
Its
And
Its
CLL- 196587v2
RS215 -3