HomeMy WebLinkAbout6.k. Payment #7 and Final for Conley Ave. Improvements, City Project #3031k7
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: January 16, 2001
AGENDA ITEM: Payment # 7 and Final for Conley Avenue
Street and Utility Construction and Appurtenant Work
AGENDA SECTION:
Consent
PREPARED BY: Rich Lonnquist , Senior Engineering Technician
AGENDA NO:
ffM 6
ATTACHMENTS: Payment Voucher #7 and Final
APPROVED BY:
v
This item is for the 7' and Final payment to Richard Knutson, Inc. in the amount of $72,871.85 for City project
# 303, Conley Avenue Street and Utility Construction and Appurtenant Work.
The original contract amount was $1,349,116.27. The total construction cost is $1,239,778.91 which is 9%
under the construction contract amount.
Work completed and represented in this payment as of December 5` 2000 is 100% of the contracted work. The
work has been inspected and is in compliance with the contract documents.
Attached is a copy of the Construction Pay Voucher 7 and Final for your information. Staff and WS13
recommend approval of this final payment request and acceptance of the streets and utilities for perpetual
maintenance.
Upon final payment, a two year warranty period will beujn on the streets and utilities.
RECOMMENDED ACTION: Motion to Approve payment #7 and Final to Richard Knutson Inc.
in the amount of $72,871.85 for Conley Avenue Street and Utility Construction and
Appurtenant Work, City Project # 303
t
WSB
& Associates, Inc.
December 5, 2000
8441 Wayzata Boulevard, Suite 350
Minneapolis, MN 55426
tel: 763 - 541 -4800
fax: 763 - 541 -1700 'DEC
B.A. blittelstea& PE
Bret A. W eiss PX-
Peter R. Willenbrin. Pte.
Donald W. sterna. PE
Ronald B. Bray. Pl-
I
Honorable Mayor and City Council
City of Rosemount
2875 145`' Street West
Rosemount, MN 55068
Re: Final Construction Pay Voucher No. 7
Conley Avenue Street & Utility Construction and Appurtenant Work
City Project No. 303
WSB Project No. 1148.21
Dear Mayor and Council Members:
Please find enclosed the Final Construction Pay Voucher for the referenced project in the amount
of $72,871.85. We recommend final payment subject to receipt of the following items:
1) Satisfactory showing that the contractor has complied with the provisions of Minnesota
Statutes 290.92 requiring withholding state income tax and;
2) Evidence in the form of an affidavit that all claims against the contractor by reasons of the
contract have been fully paid or satisfactorily secured.
3) Consent of Surety to Final Payment certification from the contractor's surety.
Please make payment in this amount to Richard Knutson, Inc. at your earliest convenience.
Sincerely,
WSB & Associates, Inc.
Bret A. Weiss, P.E.
President
Enclosures
c: Rich Lonnquist, City of Rosemount
Sheri Jo Boyum, Richard Knutson, Inc.
run
Minneapolis - St. Cloud
Infrastructure Engineers Planners
EOUAL OPPORTUNITY EMPLOYER
F. WPWrAJ14&21tw7 -&..pc
:. ' - .s '� ...- �1 .,., � .:.�,..� ...... Corrstrpction PayVaucher .. ,• �`, � �
Voucher No: 7 (FINAL) Date: December 5, 2000
Project: Conley Avenue Street & Utility Construction and Appurtenant Work
Project No: CP 303 Period Ending: November 30, 2000
S.P. 1906 -44 WSB Project No. 1148.21
Contractor Richard Knutson, Inc.
12585 Rhode Island Avenue South
Savage, MN 55378
Contract Date: 4- Aug -99 Work Started:
Completion Date: Work Completed:
Original Contract Amount
$1,329,607.35
Total Additions
$19,508.92
Total Deductions
Total Funds Encumbered
$1,349,116.27
Total Work Certified to Date
$1,239,778.91
Less Retained Percentage
0.00%
$0.00
Less Previous Payments
$1,166,907.06
Total Payments Incl. This Voucher
$1,239,778.91
Balance Carried Forward
$109,337.36
Approved for Payment This Voucher
$72,871.85
Approvals
WSB & Associates, Inc.
In accordance with field observation, as performed in accordance with industry standards, and based on our professional opinion, the
materials installed are satisfactory and the work properly performed in accordance with the plans and specifications.
The total work estimated to be completed as of November 30, 2000 is as indicated herein and we hereby recommend 100%
payment of this voucher.
Signed: Signed:
Construction Observer Project Manager /Engineer
Richard Knutson, Inc.
This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair
approximate estimate for the period covered by this voucher.
Contractor.
Date:
Date: _ ` // 6) Title:
City of Rosemount
Checked by:
Date:
Approved for
Payment:
Authorized Representative
Date:
MA1148.2101ExceWou&* rs-ds
Voucher Detail List
roe i y ons ruc ion and Appurt Work
City of Rosemount Project No. 303
S.P. 1906 -44
WSB Project No. 1148.21
By: N. Marshall
Date: 12/05/00
Voucher No. 7 (Final)
M: 1148- 21U1EXCELIV000Ixfrs.xls1VOJ
Contract
Contract
Completed
This Month
Total
To Date
Line
Item
Line
Unit
Unit Price
Quantity
Total $
Quantity
Total $
Quantity
Total $
No.
Number
Description
No.
1
2021.501
MOB I LI ZATION
LUMPSUM
$13,500.00
1.00
$13,
0.00
$0.00
1.00
$13,500.00
1
2
2101.501
CLEARING
ACRE
$10,000.00
0.06
$
0.00
$0,00
0.06
$600.00
2
3
2101,602
CLEARING
TREE
$70.00
3.00
$210.00
0.00
$0.00
3.00
$210.00
3
4
2101.506
GRUBBING
ACRE
$10,000.00
0.06
$ 600.00
0.00
$0.00
0.06
$800.00
4
5
2101.5
GRUBBING
TREE
$30.0
3.00
$90.00
0.00
$0.00
3.00
$90.00
5
6
2102.501
PAVEMENT MARK REMOV - PERM
SO FT
$1.50
70.00
$105.00
0.00
$0.00
50.00
$75.00
6
7
2102.502
PAVEMENT MARKING REMOVAL - PERMANENT
LIN FT
$0.50
1494.00
$
0.00
$0.00
1200.00
$600.00
7
- 6
- 2104.501
REMO PIPE CULVERT (ALL SI ZES) -
LIN FT
$6.0
390.00
$ 2,340.00
60.0
$
587.00
$3,522.00
8
9
2104.501
REMOVE SEWER PIPE (SANITARY)
LIN FT
$5.00
10.00
$50.00
0.00
$0.00
13.00
$65.00
9
10
__._.
2104.501
_ __--
REMOVE WATER MAIN (ALL SIZES)
- -- --- - ---- -- - - - ---
LIN FT
_. -- --
$4.00
165.00
$ 660,00
0.00
$0.00
158.00
$632.00
10
11
2104.505
REMOVE CONCRE PAV
SO YD
$10.00
- - - --
17.00
$170.00
- --
0.00
$0.00
20.00
$200.00
11
12
2104.505
REMOVE BITUMINOUS PAVEMENT - -
SO YD
$1,35
6210.00
$8,383.50
256.00
$345.60
4749.00
$6,411.15
12
13
2104.509
REMOVE VALVE BOX
EACH
$100
1.00
$ 100.00
0.00
$0,00
1.00
$10
13
14
2104.511
SAWING CONCRETE PAVEMENT (FULL DEPTH)
LIN FT
$3.00
25.00
$75.00
0.00
$0.00
25.00
$75.00
14
15
2104.513
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.50
2790.00
$6,975.00
115.00
$287.50
139.00
$347.50
15
16
2104.523
SALVAGE SIGN
EACH
$20.00
14.00
$
0.00
$0.00
12.00
$240.00
16
17
2105.501
COMMON EXCAVATI
CU YD
$0.95
70550.00
$67,022.50
240.00
$228.00
73683.00
$69,998.85
17
18
2105.507
SUBGRADE EXCAVATION
CU YD
$0.95
4470.00
$4,246.50
0.00
$0.00
4573.00
$4,344.35
18
19
2105.515
UNCLASSIFIED EXCAVATION (POND NO'S 1 -4 EXCAVATION)
CU YD
$1.15
52560.00
$60,444.00
2383.00
$2,740.45
46247.00
$53,184.05
19
20
2105.601
EXCAVATION SPECIAL 1 (EXPLORATORY EXCAVATION)
LUMPSUM
$150.00
1.00
$150.00
0.00
$0.00
2.00
$300.00
20
21
2105.609
GE OTEXTILE FABRIC TYPE N
SQ YD
$1.40
$7.60
638.60
$894.04
0.00
$0.00
452.20
$633.08
21
22
- 2211.501
AG B ASE CL A S S 5 (100% CR R
TO N
11010.00
$83,676.00
0.00
$0.00
9888.83
$75,155.11
22
23
2221.501
AGGRE SHOULDERIN CLASS 5 MOD
TON
$12.00
125.00
$1,500.00
0.00
$0.00
0.00
$0.00
23
24
2350.609
TYPE MV 3 WEARING COURSE MIXTURE
TON
$25.50
2125.00
$54,187.50
0.00
$0.00
1951.71
$49,768.61
24
25
2350.609
TYPE MV 3NON- WEARING CO MIXTURE _ -
TON
$23.25
2125.00
$
0 .00
$0.00
2113.00
$49,127.25
25
26
2350.609
TYPE MV 2 NON WEARING COURSE MIXTURE
TON
$22.50
2300.00
$51,750.00
0.00
$0.00
2755.64
$62,001.90
26
27
2357.502
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
$1,25
1855.00
$2,318.75
2104.00
$2,830.00
27
0.00
$0.00
28
2451.802
AGGREGATE FOUNDATION
TON
$5.00
200.00
$1,000.00
0.00
$0.00
$0.00
26
0.00
29
2501.511
15' CS PIPE CULVERT 14 GAUGE
LIN FT
$20.00
25.00
$500.00
0.00
$0.00
25.00
$500.00
29
30
2501.515
16" CS PIPE APRON
EACH
$175.00
2.00
$350.00
0.00
$0.00
2.00
$350.00
30
31
2501.515
15" RC PIPE APRON WI GU ARD
EACH
$508.3
1.00
$506.32
0.00
$0.00
1.00
$508.32
31
32
2501.515
18" RC PIPE APRON WITRASH GUARD
EACH
$557.30
3.00
$1,671.90
0.00
$0.00
3.00
$1,671.90
32
33
2501.515
24" RC PIPE APRON W/TRASH GUARD
EACH
$876.67
2.00
$1,753.34
2.00
$1,753.34
2.00
$1,753.34
33
34
2501.515
30" RC PIPE APRON W/TRASH GU ARD
EACH
$1,109.49
2.00
$2,218.98
0.00
$0.00
2.00
$2,218.98
34
35
2501.515
54" RC PIPE APRON WITRASH GUARD & SHEET PILE END
_
SECTIO
EACH
$3,828.14
2.00
$7,656.28
0.00
$0.00
2.00
$7,656.28
35
36
2503.541
15" RC PIPE SEWER DE SIGN 3006 CL V
LIN FT
$17.80
1897.00
$33,766.60
0.00
$0.00
1942.00
$34,567.60
36
37
2503.541
_
18" RC PIPE SEWE DESIGN 3006 CL III
LIN F
$19.61
768.00
$15,060.48
0.00
$0.00
773.00
$15,158.53
37
38
2503.541
2 1" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$21.82
89.00
$
0.00
$0.00
89.00
$ 1,941.98
38
39
2503.541
21" RC PIPE SEWER D ESIGN 30 CL V - --
LIN FT
$22.90
- 611.00
$13,991.90
0.00
$0.00
611.00
$13,991.90
39
40
2503.541
24" RC PIPE SEWER DESIGN 3006 CL IV - --
LIN FT
$26.05
571.00
$14,874.55
0.00
$0.00
571.00
- $14,874.55
40
M: 1148- 21U1EXCELIV000Ixfrs.xls1VOJ
V
Conley Avenue Street & Utility Construction and Appurtenant Work By: •N. Marshall
City of Rosemount Project No. 303 Date: 12/05/00
S.P. 1906 -44 Voucher No. 7 (Final)
WSB Project No. 1146.21
IV
M AI 14 8-21 o1EXr_EL%Voudwrsx1MVO4
Contract
Contract
Completed This Month
Total To Date
Line
Item
Line
Unit
Unit Price
Quantity
Total $
Quantity
Total $
Quantity
Total $
No.
Number
Description
No.
41
2503.541
27" RC PIPE SEWER DESIGN 3006 CL II
LIN FT
$29.40
352.00
$10,348.80
0.00
$0.00
340.00
$9,996.00
41
42
2503.541
27" RC PIPE S EWER DESIGN 3006 CL III -
LIN FT
$34.10
239.00
$8,149.90
0.00
$0.00
239.00
$8,149.90
42
43
2503
64" RC PIPE S EWER DE SIGN 3006 CL 11 - - -
LIN FT
$ 86.29
1246.00
$ 107,517.34
0.00
$0.00
1255.00
$ 108, 29 3.95
43
44
2503 602
AIR RELIEF MANHOLE
EACH
$1,729.58
1.00
$1,729.58
0.00
$0.00
1.00
$
44
45
2503 602
CO N N ECT TO E MA NHOLES ( SAN)
EACH
$ 441.00
1.00
$441.00
0.00
$0.00
1.00
$441.00
45
46
2503.603
24" CORRUGAT PE PIPE SEWER
LIN FT
$18.32
56.00
$1,025.92
0.00
$0.00
0.00
$0.00
46
47
2503.603
30" CORRUGATED PE PIPE SEWER
LIN FT
$23.39
576.00
$13,472.64
0.00
$0.00
763.00
$ 17,846.57
47
48
2503.603
20" STEEL CASING PIPE (JACKED)
LIN FT
$143.47
90.00
$12,912.30
0.00
$0.00
90.00
$12,912.30
48
49
-
2503.603
-
6" PVC PIPE SEWER SDR 26
-
LIN FT
$9.30
450.00
$4,185.00
0.00
$0.00
442.00
$4,110.60
49
50
2503.603
8" PVC PIPE SEWER SDR 26
LIN FT
$10.42
150.00
$1,563.00
0.00
$0.00
150.00
$1,563.00
50
51
2503 603
8 PVC PIPE SE WER SDR 35 _ _
LIN FT
$9.66
110.00
$1,062.60
0.00
$0.00
110.00
$1,062.60
51
52
_ 2503.603 -
10" PVC PIP SEW S DR 26 -_ - _
LIN FT
$11.9
2502.00
$29,948.94
0.00
$0.00
2497.00
$29,889.09
52
53
2503.603
10" PVC PIPE SEW SDR 35
LIN FT
$10.88
647.00
$7,0
0.00
$0.00
6
$7,039.36
54
2503.603
SANITARY SEWER INSPECTI (TELEVISING) -_
LIN FT
$0.45
3409.00
$1,534.05
0.00
$0.00
3404.00
$1,531.80
55
2504.602
CONNECT TO EXISTING WATERMAIN
EACH
$325.00
6.00
$1,950.00
0.00
$0.00
6.00
$1,950.00
[
58
2504.602
RECONNECT WATER SERVICE
EACH
$262.97
1.00
$262.97
0.00
$0.00
1.00
$262.97
57
2504.602
HYDRANT
EACH
$1,282.46
17.00
$21,801.82
0.00
$0.00
16.00
$20,519.36
58
2504.602
4" CUT & PLUG
EACH
$167.24
3.00
$501.72
0.00
$0.00
3.00
$501.72
58
59
2504.602
4" GATE VALVE AND BOX
EACH
$349.40
3.00
$1,048.20
0.00
$0.00
3.00
$1,04620
59
60
2504.602
6" GATE VALVE AND BOX
EACH
$412.53
21.00
$8,663.13
0.00
$0.00
22.00
$9,075.66
60
61
2504.602
8" GATE VALVE AND BOX -
EACH
$568.97
7.00
$3,982.79
0.00
$0.00
8.00
$4,551.76
61
62
2504.602
12" GATE VALVE AND BOX
EACH
$1,000.89
2.00
$2,001.78
0.00
$0.00
2.00
$2,001.78
62
63
2504
16" GATE VALVE AND BOX
EACH
$3,028.65
5.00
$15,143.25
0.00
$0.00
5.00
$15,143.25
63
64
2504.602
1.5" CORPORATION STOP
EACH
$140.58
1.00
$140.58
0.00
$0.00
1.00
$140.58
64
- 65
2504.603
1.5" TYPE K COPPER PIPE
LIN FT
$7,70
30.00
$231.00
0.00
$0.00
32.00
$246.40
65
66
2504.603
VALVE BOX EXTENSION
LIN FT
$71.74
10.00
$717.40
0.00
$0.00
0.00
$0.00
66
67
2504.603
HYDRANT RISER
LIN FT
$305.64
10.00
$3,056.40
0.00
$0.00
6.50
$1,986.66
67
68
2504.603
4" W ATER MAIN -D I RON CL 52 _ --
LIN FT
$19.16
8 5.00
$1,628.60
0.00
$0.00
12 4.00
$2,375.84
68
69
2504.603
6" WATER MAIN DUCT IRON CL 52
LIN FT
$14.42
590.00
$8,507.80
0.00
$0.00
655.00
$9,445.10
6
69 9
70
2504.603
8" WATER MAIN -DUCT IRON CL 52
LIN FT
$15.04
1390.00
$20,905.60
_.._
0.00
$0.00
1515.00
. -
$22,785.80
2 .____
70
71
2504.603
12 WATER MAIN -DUCT IRON CL 62
LIN FT
$30.67
40.00
$1,226.80
0.00
$0.00
42.00
$1,288.14
_
71
72
2504.603
16' WATER MAIN -DUCT IRON CL 50
LIN FT
$25.75
4430.00
$114,072.50
0.00
$0.00
4403.00
$113,377.25
72
73
2504 603
32" STEEL CASING PIPE (JACKED)
LIN FT
$239.18
80.00
$19,134.40
0.00
$0.00
$16,742.80
73
70.00
74
2504 605
4" POLYSTYRENE INSULATION
SO YD
$14.33
20.00
$286.60
0.00
$0.00
2329
$333.75
74
75
2504.620
DUCTILE IRON FITTINGS
POUND
$1.50
22700.00
$34,050.00
0.00
$0.00
24345.00
$38,517.50
75
76
2506.501
CONST DRAINAGE STRUCTURE DES 48 -4020
LIN FT
$106.46
132.27
$14,081.46
0.00
$0.00
133.20
$14,180.47
77
2508.801
CONST DRAINAGE STRUCTURE DES 60 -4020
1 I FT
$199,0,1)
68.05
$11,201.50
0.00
$0.00
74.40
$14,888.83
J79
78
2506.501
CONST DRAINAGE STRUCTURE DES 72.4020
LIN FT
$283,71
14.35
$3,784.24
0.00
$0.00
22.28
$5,875.46
79
250
CONST D RAINAGE STRUCTURE DES 8 4 -4
LIN FT
$341.09
22.78
$7,770.03
0.00
$0.00
22.78
$7,770.03
80
-- 2506.501
CONST DRAINAGE S D E S 102 -40
LIN FT -
$568.14
8.65
$4,914.41
0.00
$0.00
- 9.89
$5,505.2811
80
IV
M AI 14 8-21 o1EXr_EL%Voudwrsx1MVO4
V ouche r
Conley Avenue Street & Utility Construction and Appurtenant Work By: N. Marshall
City of Rosemount Project No. 303 Date: 12/05/00
S.P. 1908 -44 Voucher No. 7 (Final)
WSB Project No. 1148.21
MAI148 -21 0XEXCELNouchers.x15%V47
Contract
Contract
Completed This Month
Total To Date
Line
Item
Line
Unit
Unit Price
Quantity
Total $
Quantity
Total $
Quantity
Total $
No.
Number
Description
No.
81
2506.501
CONS DR STRUCTURE DES 1 -
LIN FT
$740.00
12.86
$9,516.40
0.00
$0.00
17.97
$13,297.80
81
82
2506.502
CONST DRAI NAGE STRUCTURE DESIGN SPECI
EACH
$
2.0
$6,19
0.00
$0.00
2.00
$6,195.42
82
83
2506.502
CONST DRAI STRUCTURE DESIGN SPE 1 (2' X 3' CB)
EACH _
$713.12
12.00
$8,557.44
0.00
$0.00
12.00
$8,557.44
83
84
2506.516
CASTING ASSEMBLY _
EACH
$402.00
63.00
$25,326.00
0.00
_
$0.00
61.00
$24,522.00
84
85
2506.603
CONST SANITARY MANHOLES
LIN FT
$113.97
205.30
$23,398.04
0.00
$0.00
224.06
$25,536.12
85
86
2511.501
RANDOM RIP RAP CLASS IV
$29.20
49.30
$1,439.56
0.00
$0.00
37 .10
$1,083.3
86
87
2511.507
GROUTED RIP RAP (CLASS IV)
$40.20
270.00
$10,854.00
0.00
$0.00
240.00
$9,648.00
87
88
2531.501
CONCRETE CURB & GUTTER DESIGN 8618
aFT
$6.15
5520.00
$33,948.00
0.00
$0.00
5502.00
$33,837.30
88
89
2531.507
8' CONCRETE DRIVEWAY PAVEMENT
$34.70
350.00
$12,145.00
0.00
$0.00
336.00
$11,659.20
89
90
2554.50
PERMANE BARRICADES
$28.0
32.00
$ 896.00
0.
$0.
32.00
$8 96.00
90
91
2563
TRAFFIC CONTROL
LUMPSUM
$8,0 00.00
1.00
$8,000.00
0.15
$1,200.00
1.00
$8,000.00
91
92
2563.
TYPE III B
UNIT /DAY
$2.50
- 10.00
$25.00
0.00
$0.00
0.00
$0.00
92
93
2564.531
-
F &I SIGN PANELS TYPE C
SO FT
$20.25
13
$2,703.38
0.00
$0.00
133.50
$2,703.38
93
94
2564.602
F &I SIGN PANELS TYPE D
EACH
$325.00
4.00
$1,300.00
0.00
$0.00
4.00
$1,300.00
94
95
2564.602
PAVEMENT MESSAGE (RT ARROW) POLY PREFORM
EACH
$625.00
2.00
$1,250.00
2.00
$1,260.00
2.00
$1,250.00
95
96
2564.603
4' DOUBLE SOLID LINE YELLOW -
$0.40
3315.00
$1,326.00
0,00
$0.00
4921.00
$1,968.40
96
97
2564.603
4" SOLID LINE WHITE -EPDXY
$0.86
8749.00
$7,524.14
0.00
$0.00
8595.00
$7,391.70
97
98
2564.603
4" BROKEN LINE WHITE -EPDXY
aLINFT
$0.86
150.00
$129.00
0.00
$0.00
40.00
$
98
99
2 564.603
4" SOLID LINE YELLOW -EPDXY _
$0.90
1133.00
$1,019.70
0.00
$0.00
1133.00
$1,019.70
99
100
2564.603
4" DOUBLE SOLID LINE YELL -EPDXY _
$1.80
4373.00
$
0.00
$0.00
4396.00
$7,912.80
100
101
2565.603
4" NON - METALLIC CONDUIT
LIN FT
$4.00
400.00
$1,600.00
0.00
$0.00
0.00
$0.00
101
102
2573.501
BALE CHECK
EACH
$7.50
260.00
$1,950.00
0.00
$0.00
0.00
$0.00
102
103
2573.502
SILT FENCE, TYPE HEAVY DUTY
LIN FT
$1.90
3540.00
$6,726.0
0. 00
$0.00
521.00
$ 989.90
103
104
2573.506 SEDIMENT TRAP EXCAVATION
CU YD
$1.75
7500.00
$1
0.00
$0.00
0.00
$0.00
104
105
SEEDING (INCL SEED, 4" TOPSOIL, MULCH, FERTILIZER & DISC
2575.501
_
- -- " -- -
-- -
ANCHORING )
ACRE
$750.00
11.00
$8,250.00
2.00
$1,500.00
13.00
$9,750.00
105
106
2575.505 SODDING TYPE LAWN (INCL 4" TOPSOIL)
SQ YD
$1.85
5060.00
$9,361.00
968.00
$1,790.80
6568.00
$12,150.80
106
107
2575.511 MULCH MATERIAL, TYPE 1
TON
$250.00
10.00
$2,500.00
0.00
$0.00
0.00
$0.00
107
108
DIV -S CLAY POND LIN (IMPORTED MATE RIAL)
SY
$5.53
1500
$82,950.00
0.00
$
3092.22
$17,099.98
108
109
DIV -S CLAY POND LINER (ON -SITE MATERIAL)
SY
$2.13
15000.00
$31,950.00
0.00
$0.00
6063.00
$10,784.19
109
Total
$1,329,607.35
$11,455.69
$1,220,269.99
MAI148 -21 0XEXCELNouchers.x15%V47
Voucher Detail List
Conley Avenue Street & Utility Construction and Appurtenant Work By: N. Marshall
City of Rosemount Project No. 303 Date: 12/05/00
S.P. 1906 -44 Voucher No. 7 (Final)
WSB Project No. 1148.21
e Order No.1
CABLE CONCRETE
Total Change Order No.1
e Order No. 2
LIN FT $9.00 1280.00 0 $1
$1
1280.001 $11,520.00 1
$11,520.00
1
` Bulkhead
Install 1.5" Copper Watermain to Anderson Fleet
Contract
Contract
[Completed This Month
Total To Date
Line
No.
Item
Number
Description
Unit
Unit Price
Quantity
Total E
Quantity
Total $
Quantity
Total $
Line
0.00
$0.00
1.00
$216.00
3
Raise F g Water &Sprinkler Lines on Golf Course Over New
No.
e Order No.1
CABLE CONCRETE
Total Change Order No.1
e Order No. 2
LIN FT $9.00 1280.00 0 $1
$1
1280.001 $11,520.00 1
$11,520.00
1
` Bulkhead
Install 1.5" Copper Watermain to Anderson Fleet
LS
$1,202.50
1.00
$1,202.50
0.00
$0.00
1.00
$1,202.50
2
Existing Abandoned Storm Line
LS
$216.00
1.00
$216.00
0.00
$0.00
1.00
$216.00
3
Raise F g Water &Sprinkler Lines on Golf Course Over New
Storm Line
Line
LS
$1,600.00
1.00
$1,600.00
0.00
$0.00
1.00
$1,600.00
4
Lower Hydrant on West Side of Wayne Transport Bldg.
LS
$1,160.92
1.00
$1,160.92
0.00
$0.00
1.00
$1,160.92
5
Offset Watermain Under High Pressure Gas Line Along Hwy 52
LS
$1,530.00
1.00
$1,530.00
0.00
$0.00
1.00
$1,530.00
6
Reinstall 2" Watermain and 6" DIP Fire Line to Anderson Fleet
LS
$2,279.50
1.00
$2,279.50
0.00
$0.00
Total Change Order
No. 2
1.00
$2,279.50
$7,988.92
$0.00
$7.888,92
Grand Total
$1,349,116.27
$11,455.69
$1,239,778.91
`w
MAI 14e- 21a,ExcEUVOUdbrs. 08wOa