CR 12-025 Accept Improvements and Authorize Final Payment - 5th St S ImprovementsCity of Kopkim
March 20, 2012 Council Report 2012-025
Accept Improvements and Authorize Final Payment
5th Street South Street and Utility Improvements
City Proiect 2008-07
Proposed Action
Staff recommends approval of the following motion: adopt Resolution 2012-014, accepting
improvements and authorizing final payment 5th Street South Street and Utility Improvements,
City Project 2008-07.
Overview
The contractor has completed all work detailed in the contract as well as any punch list items to
the City's satisfaction. This action completes an assessable street project. Staff recommends
approval of Resolution 2012-014 accepting the improvements and authorizing the final payment
in the amount of $61,406.74.
Supporting Documents
• Final pay request
• Resolution 2012-014
R. Bradford, P.E.
City Engineer
Financial Impact: $61,406.74 Budgeted Y/N Y Source: MSA, PIR, Utility Funds,
Assessments Related Documents (CIP, ERP, etc.): CIP Feasibility Study
Notes:
\\Lisa\engineering\Council Reports\2012\CR2021-025 Accept Improvements 5th St. S..doc
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2012-014
RESOLUTION ACCEPTING IMPROVEMENTS AND
AUTHORIZING FINAL PAYMENT
5TH STREET SOUTH STREET AND UTILITY IMPROVEMENTS
PROJECT 2008-07
WHEREAS, pursuant to a written contract signed with the City on July 23, 2010, Valley
Paving, Inc., has satisfactorily completed construction of the 5th Street South Street and Utility
Improvements Project, commonly known as City Project 2008-07, in accordance with such con-
tract.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hopkins,
Minnesota, that:
1. The work completed under said contract is hereby declared accepted and approved.
2. Order for final payment on such contract is hereby ordered, taking the contractor's receipt
in full.
Adopted by the City Council of Hopkins, Minnesota, this 20th day of March, 2012.
Eugene J. Maxwell, Mayor
ATTEST:
Kristine A. Luedke, City Clerk
CONSULTING GROUP, INC.
One Carlson Parkway, Suite 150, Minneapolis, MN 55447-4443
Owner:
City of Hopkins
Contractor:
Valley Paving, Inc.
Project:
at" Street South
Project No.:
132-354-001
REQUEST FOR PAYMENT
PROJECT SUMMARY SHEET
Estimate No. 6 - Final
For Period Ending: February 16, 2012
Fund. 501-49400-616.807
File No. 6645
Project
Number
Original
Contract
Amount
Change
Orders to
Date
Revised
Contract
Amount
% of
Total
Contract
Contract to Date
& Materials on
Hand
% Project
Completed
to Date
Less
O%Retainage
Less
Previous.
Payments
Amount of
this Request
132-354-001
$ 891,127.06
$ 62,263.77
$ 953,390.83
107 %
$ 919,859.80
96%
$ 0.00
$ 858,453.06
$ 61,406.74
TOTALS
$ 891,127.06
$ 62,263.77
$ 9531390.83
107%
$ 919,859.80
96%
$ OAO
$ 858,453.06
$ 61,406.74
I hereby certify that a final examination has been made of the noted Contract, that the Contract has been completed, that the entire amount of
War wn in this Final Voucher has been performed and the Total Value of the Work Performed in accordance with, and pursuant to, the
ter s of e Contract is as 54own In this Final Voucher.
ayme st Approved By:
g, Date
Date
Approved and Recommended by:
SRF Co Itmg Group, Inc. Datd
Date
SRF: H:1Projectsl66451H1-MUlConsfruc#ionlConMenlRegforPay6.docx
Project Name: 5TH STREET SOUTH RECONSTRUCTION
Client: HOPKINS
Statement
of Work Performed
Period Ending: Thursday, February 16, 2012
Estimate Number: 6
SRF Project Number:
6645
/+
CON9UL7tNG V RdUC, INC.
ID: Item
Item Description
Unit:
Unit Price
Contract
Contract
Current
Current
Total to date
Total to date
Number
Quantity
Amount
Quantity
Amount
Quantity
Amount
Item Category 1 One
1 2021.501
MOBILIZATION
LUMP SUM
$10,000.00
1
$10,000.00
0.00
$0.00
1.00
$10,000.00
2 2104.501
REMOVE CURB AND GUTTER
LIN FT
$2.71
3370
$9,132.70
0.00
$0.00
3852.00
$10,438.92
3 2104.501
REMOVE SEWER PIPE (STORM)
LIN FT
$5.09
985
$5,013.65
3.00
$15.27
841.00
$4,280.69
4 2104.501
REMOVE WATER MAIN
LIN FT
$5.09
620
$3,155.80
0.00
$0.00
559.00
$2,845.31
5 2104.503
REMOVE BITUMINOUS WALK
SQ FT
$0.54
2230
$1,204.20
0.00
$0.00
1398.00
$754.92
6 2104.503
REMOVE CONCRETE WALK
SQ FT
$0.54
380
$205.20
0.00
$0.00
662.00
$357.48
7 2104.505
REMOVE BITUMINOUS DRIVEWAY PAVEMENT
SQ YD
$6.49
90
$584.10
0.00
$0.00
280.00
$1,817.20
8 2104.505
REMOVE BITUMINOUS PAVEMENT
SQ YD
$0.70
12690
$8,883.00
614.00
$429.80
9166.00
$6,416.20
9 2104.505
REMOVE CONCRETE DRIVEWAY PAVEMENT
SQ YD
$6.49
450
$2,920.50
0.00
$0.00
374.00
$2,427.26
10 2104.509
REMOVE CASTING
EACH
$54.11
17
$919.87
0.00
$0.00
16.00
$865.76
11 2104.509
REMOVE GATE VALVE & BOX
EACH
$50.91
8
$407.28
0.00
$0.00
15.00
$763.65
12 2104.509
REMOVE HYDRANT
EACH
$305.48
5
$1,527.40
0.00
$0.00
5.00
$1,527.40
13 2104.509
REMOVE MANHOLE OR CATCH BASIN
EACH
$229.10
11
$2,520.10
0.00
$0.00
9.00
$2,061.90
14 2104.509
REMOVE SIGN TYPE C
EACH
$25.46
9
$229.14
0.00
$0.00
9.00
$229.14
15 2104.511
SAWING CONCRETE PAVEMENT (FULL DEPTH)
LIN FT
$10.82
30
$324.60
0.00
$0.00
25.00
$270.50
16 2104.513
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$1.62
1190
$1,927.80
7.00
$11.34
1039.00
$1,683.18
17 2104.523
SALVAGE SIGN TYPE C
EACH
$25.46
2
$50.92
0.00
$0.00
2.00
$50.92
18 2104.603
ABANDON PIPE SEWER
LIN FT
$10.18
100
$1,018.00
0.00
$0.00
0.00
$0.00
19 2105.501
COMMON EXCAVATION
CU YD
$11.00
3534
$38,874.00
0.00
$0.00
3534.00
$38,874.00
20 2105.507
SUBGRADE EXCAVATION
CU YD
$8.66
580
$5,022.80
0.00
$0.00
239.00
$2,069.74
21 2105.522
SELECT GRANULAR BORROW (CV)
CU YD
$14.53
580
$8,427.40
0.00
$0.00
107.00
$1,554.71
22 2105.604
GEOTEXTILE FABRIC TYPE V
SQ YD
$1.08
1710
$1,846.80
0.00
$0.00
492.00
$531.36
23 2112.501
SUBGRADE PREPARATION
ROAD STA
$162.34
20
$3,246.80
19.00
$3,084.46
20.00
$3,246.80
24 2130.501
WATER
M GALLON
$54.11
10
$541.10
0.00
$0.00
0.00
$0.00
25 2211.503
AGGREGATE BASE (CV) CLASS 7
CU YD
$19.00
2570
$48,830.00
0.00
$0.00
2563.00
$48,697.00
26 2211.604
PLACE RECLAIMED AGGREGATE (8" DEPTH)
SQ YD
$2.00
3060
$6,120.00
0.00
$0.00
4011.00
$8,022.00
27 2232.501
MILL BITUMINOUS SURFACE (1.5')
SQ YD
$1.10
3040
$3,344.00
0.00
$0.00
2584.00
$2,842.40
28 2232.604
RECLAIM BITUMINOUS PAVEMENT (SPECIAL)
SQ YD
$0.75
3060
$2,295.00
0.00
$0.00
3552.00
$2,664.00
29 2573.53
STORM DRAIN INLET PROTECTION
EACH
$54.11
37
$2,002.07
0.00
$0.00
47.00
$2,543.17
30 2360.501
TYPE SP 12.5 WEARING COURSE MIX (3,F)
TON
$60.55
3440
$208,292.00
0.00
$0.00
3270.00
$197,998.50
31 2360.502
TYPE SP 12.5 NON WEAR COURSE MIX (3,B)
TON
$61.84
2040
$126,153.60
0.00
$0.00
1999.00
$123,618.16
32 2501.515
30" RC PIPE APRON
EACH
$631.32
1
$631.32
0.00
$0.00
1.00
$631.32
33 2502.541
4" PERF PE PIPE DRAIN
LIN FT
$5.60
850
$4,760.00
0.00
$0.00
673.00
$3,768.80
34 2503.541
12" RC PIPE SEWER DES 3006 CL V
LIN FT
$25.46
507
$12,908.22
0.00
$0.00
536.00
$13,646.56
Page 1 of 5
ID: Item
Number
Item Description
Unit:
Unit Price
Contract
Quantity
Contract
Amount
Current
Quantity
Current
Amount
Total to date
Quantity
Total to date
Amount
35 2503.541
15' RC PIPE SEWER DES 3006 CL V
LIN FT
$26.99
149
$4,021.51
0.00
$0.00
149.00
$4,021.51
36 2503.541
18" RC PIPE SEWER DES 3006 CL III
LIN FT
$28.77
261
$7,508.97
0.00
$0.00
240.00
$6,904.80
37 2503.541
24" RC PIPE SEWER DES 3006 CL III
LIN FT
$35.64
155
$5,524.20
0.00
$0.00
96.00
$3,421.44
38 2503.541
27' RC PIPE SEWER DES 3006 CL III
LIN FT
$42.26
250
$10,565.00
0.00
$0.00
249.00
$10,522.74
39 2503.541
30" RC PIPE SEWER DES 3006 CL III
LIN FT
$45.82
431
$19,748.42
0.00
$0.00
437.00
$20,023.34
40 2503.602
CONNECT TO EXISTING STORM SEWER
EACH
$381.98
6
$2,291.88
0.00
$0.00
3.00
$1,145.94
41 2503.602
CONSTRUCT BULKHEAD
EACH
$178.20
1
$178.20
0.00
$0.00
1.00
$178.20
42 2504.602
1" CORPORATION STOP
EACH
$117.10
1
$117.10
0.00
$0.00
0.00
$0.00
43 2504.602
1" CURB STOP & BOX
EACH
$188.37
1
$188.37
0.00
$0.00
0.00
$0.00
44 2504.602
12" BUTTERFLY VALVE AND BOX
EACH
$1,868.45
2
$3,736.90
0.00
$0.00
2.00
$3,736.90
45 2504.602
2" CORPORATION STOP
EACH
$381.84
1
$381.84
0.00
$0.00
0.00
$0.00
46 2504.602
2" CURB STOP & BOX
EACH
$386.93
1
$386.93
0.00
$0.00
0.00
$0.00
47 2504.602
4" GATE VALVE AND BOX
EACH
$941.86
3
$2,825.58
0.00
$0.00
0.00
$0.00
48 2504.602
6" GATE VALVE AND BOX
EACH
$1,079.32
6
$6,475.92
0.00
$0.00
8.00
$8,634.56
49 2504.602
8" GATE VALVE AND BOX
EACH
$1,425.52
2
$2,851.04
0.00
$0.00
6.00
$8,553.12
50 2504.602
ADJUST VALVE BOX
EACH
$189.45
2
$378.90
0.00
$0.00
2.00
$378.90
51 2504.602
CONNECT TO EXISTING WATER MAIN
EACH
$763.95
13
$9,931.35
0.00
$0.00
16.00
$12,223.20
52 2504.602
HYDRANT
EACH
$3,341.05
5
$16,705.25
0.00
$0.00
5.00
$16,705.25
53 2504.602
TEMPORARY WATER SERVICE
EACH
$942.20
5
$4,711.00
0.00
$0.00
2.00
$1,884.40
54 2504.602
WATERMAIN OFFSET
EACH
$3,667.00
2
$7,334.00
0.00
$0.00
1.00
$3,667.00
55 2504.603
1" TYPE K COPPER PIPE
LIN FT
$20.38
50
$1,019.00
0.00
$0.00
0.00
$0.00
56 2504.603
12" WATERMAIN DUCTILE IRON CL 52
LIN FT
$50.94
490
$24,960.60
0.00
$0.00
460.00
$23,432.40
57 2504.603
2" TYPE K COPPER PIPE
LIN FT
$30.56
50
$1,528.00
0.00
$0.00
0.00
$0.00
58 2504.603
4" WATERMAIN DUCTILE IRON CL 52
LIN FT
$35.65
20
$713.00
0.00
$0.00
0.00
$0.00
59 2504.603
6" WATERMAIN DUCTILE IRON CL 52
LIN FT
$35.65
80
$2,852.00
0.00
$0.00
61.00
$2,174.65
60 2504.603
8" WATERMAIN DUCTILE IRON CL 52
LIN FT
$40.74
20
$814.80
0.00
$0.00
34.00
$1,385.16
61 2504.604
4" POLYSTYRENE INSULATION
SQ YD
$20.38
18
$366.84
0.00
$0.00
16.00
$326.08
62 2504.608
WATERMAIN FITTINGS
POUND
$2.80
2720
$7,616.00
0.00
$0.00
2542.00
$7,117.60
63 2506.501
CONST DRAINAGE STRUCTURE DES 48-4020
LIN FT
$244.46
50
$12,149.66
13.50
$3,300.21
33.50
$8,189.41
64 2506.501
CONST DRAINAGE STRUCTURE DES 54-4020
LIN FT
$325.96
25
$8,149.00
9.80
$3,194.41
26.80
$8,735.73
65 2506.501
CONST DRAINAGE STRUCTURE DES 60-4020
LIN FT
$356.51
19
$6,738.04
5.60
$1,996.46
18.60
$6,631.09
66 2506.501
CONST DRAINAGE STRUCTURE DESIGN SD -48
LIN FT
$320.86
8
$2,534.79
1.70
$545.46
4.70
$1,508.04
67 2506.501
CONST DRAINAGE STRUCTURE DESIGN SD -60
LIN FT
$361.60
5
$1,952.64
2.60
$940.16
6.10
$2,205.76
68 2506.501
CONST DRAINAGE STRUCTURE DESIGN SPEC 1
LIN FT
$275.02
24
$6,737.99
9.30
$2,557.69
24.80
$6,820.50
69 2506.501
CONST DRAINAGE STRUCTURE DESIGN SPEC 2
LIN FT
$249.56
3
$798.59
0.60
$149.74
2.60
$648.86
70 2506.516
CASTING ASSEMBLY
EACH
$505.64
34
$17,191.76
0.00
$0.00
35.00
$17,697.40
71 2506.522
ADJUST FRAME & RING CASTING
EACH
$379.75
4
$1,519.00
0.00
$0.00
6.00
$2,278.50
72 2511.501
RANDOM RIPRAP CLASS V
CU YD
$76.40
14
$1,107.80
0.00
$0.00
14.00
$1,069.60
73 2521.501
4" CONCRETE WALK
SQ FT
$2.55
9780
$24,939.00
0.00
$0.00
9664.00
$24,643.20
74 2521.501
6" CONCRETE WALK
SQ FT
$3.82
1210
$4,622.20
0.00
$0.00
508.00
$1,940.56
75 2521.511
3" BITUMINOUS WALK
SQ FT
$2.71
440
$1,192.40
0.00
$0.00
0.00
$0.00
76 2531.501
CONCRETE CURB & GUTTER DESIGN 8612
LIN FT
$16.56
220
$3,643.20
0.00
$0.00
429.00
$7,104.24
Page 2 of 5
ID: Item Item Description Unit: Unit Price Contract Contract Current Current Total to date Total to date
Number Quantity Amount Quantity Amount Quantity Amount
77 2531.501
CONCRETE CURB & GUTTER DESIGN 8618
LIN FT
$9.68
4150
$40,172.00
0.00
$0.00
4857.00
$47,015.76
78 2531.501
CONCRETE CURB & GUTTER DESIGN 8624
LIN FT
$13.09
180
$2,356.20
0.00
$0.00
207.00
$2,709.63
79 2531.507
7" CONCRETE DRIVEWAY PAVEMENT
SQ YD
$40.75
830
$33,822.50
0.00
$0.00
802.00
$32,681.50
80 2531.618
TRUNCATED DOMES
SQ FT
$29.03
56
$1,625.68
0.00
$0.00
56.00
$1,625.68
81 2533.507
PORTABLE PRECAST CONC BARRIER DES 8337
LIN FT
$14.26
720
$10,267.20
0.00
$0.00
462.00
$6,588.12
82 2533.508
RELOCATE PORT PRECAST CONC BAR DES 8337
LIN FT
$4.08
350
$1,428.00
0.00
$0.00
0.00
$0.00
83 2563.601
TRAFFIC CONTROL
LUMP SUM
$7,028.43
1
$7,028.43
0.00
$0.00
1.00
$7,028.43
84 2564.531
SIGN PANELS TYPE C
SQ FT
$30.56
60
$1,842.77
0.00
$0.00
60.30
$1,842.77
85 2564.537
INSTALL SIGN TYPE C
EACH
$112.04
2
$224.08
0.00
$0.00
2.00
$224.08
86 2565.602
ADJUST HANDHOLE
EACH
$285.21
4
$1,140.84
0.00
$0.00
2.00
$570.42
87 2565.602
NMC LOOP DETECTOR 6'X6'
EACH
$1,222.32
6
$7,333.92
0.00
$0.00
6.00
$7,333.92
88 2573.502
SILT FENCE, TYPE MACHINE SLICED
LIN FT
$4.02
140
$562.80
0.00
$0.00
354.00
$1,423.08
89 2575.505
SODDING TYPE SALT RESISTANT
SQ YD
$2.70
3570
$9,639.00
0.00
$0.00
6503.00
$17,558.10
90 2575.532
FERTILIZER TYPE 3
POUND
$0.76
230
$174.80
0.00
$0.00
470.00
$357.20
91 2575.571
RAPID STABILIZATION METHOD 3
M GALLON:
$432.91
4
$1,558.48
0.00
$0.00
0.00
$0.00
92 2582.501
PAVT MSSG (LT ARROW) POLY PREF
EACH
$356.51
1
$356.51
0.00
$0.00
1.00
$356.51
93 2582.501
PAVT MSSG (RT ARROW) POLY PREF
EACH
$356.51
1
$356.51
0.00
$0.00
1.00
$356.51
94 2582.502
24" STOP LINE WHITE -POLY PREF
LIN FT
$40.74
30
$1,222.20
0.00
$0.00
30.00
$1,222.20
95 2582.502
4" BROKEN LINE YELLOW-EPDXY
LIN FT
$0.55
290
$159.50
0.00
$0.00
240.00
$132.00
96 2582.502
4" DOUBLE SOLID LINE YELLOW-EPDXY
LIN FT
$0.55
2880
$1,584.00
0.00
$0.00
2107.00
$1,158.85
97 2582.502
4" SOLID LINE WHITE-EPDXY
LIN FT
$0.24
1640
$393.60
0.00
$0.00
1391.00
$333.84
98 2582.503
CROSSWALK MARKING-EPDXY
SQ FT
$15.68
120
$1,881.60
0.00
$0.00
0.00
$0.00
99 2582.503
CROSSWALK MARKING -POLY PREFORM
SQ FT
$20.38
180
$3,668.40
0.00
$0.00
180.00
$3,668.40
Subtotals for Item Category: One
$891,127.06
$16,225.00
$857,596.03
Item Category 3 WORK ORDER 1
100 0000.000 ADDITIONAL TRAFFIC CONTROL
LUMP SUM $86.46 1 $86.46 0.00
$0.00 1.00
$86.46
101 0000.000 STORM SEWER MOBILIZATION
LUMP SUM $1,185.89 1 $1,185.89 0.00
$0.00 1.00
$1,185.89
102 2545.601 RELOCATE UTILITY
LUMP SUM $4,858.70 1 $4,858.70 0.00
$0.00 1.00
$4,858.70
Subtotals for Item Category: WORK ORDER 1
$6,131.05
$0.00
$6,131.05
Item Category 4 WORK ORDER 2
103 0000.000
DRAIN STORM SEWER
LUMP SUM
$989.16
1
$989.16
0.00
$0.00
1.00
$989.16
104 0000.000
RELAY STORM SEWER
LUMP SUM
$1,603.76
1
$1,603.76
0.00
$0.00
1.00
$1,603.76
105 0000.000
UNSUITABLE SOILS
LUMP SUM
$1,483.75
1
$1,483.75
0.00
$0.00
1.00
$1,483.75
106 2451.609
PIPE BEDDING MATERIAL
TON
$41.80
233
$9,756.12
0.00
$0.00
233.40
$9,756.12
Page 3 of 5
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ID: Item Item Description
Unit:
Unit Price
Contract
Contract
Current
Current
Total to date
Total to date
Number
Quantity
Amount
Quantity
Amount
Quantity
Amount
107 2506.602 RECONSTRUCT DRAINAGE STRUCTURE
EACH
$825.00
1
$825.00
0.00
$0.00
1.00
$825.00
Subtotals for Item Category: WORK ORDER 2
$14,657.79
$0.00
$14,657.79
Item Category 5 WORK ORDER 3
108 0000.000 DHARGE & DRAIN WATERMAIN
LUMP SUM
$1,388.59
1
$1,388.59
0.00
$0.00
1.00
$1,388.59
109 0000.000 INSTALL WATERMAIN ON PILING
LUMP SUM
$2,479.91
1
$2,479.91
0.00
$0.00
1.00
$2,479.91
110 0000.000 LOCATE WATERMAIN LEAD
LUMP SUM
$989.16
1
$989.16
0.00
$0.00
1.00
$989.16
111 0000.000 POOR SOILS - HYDRANT
LUMP SUM
$494.58
1
$494.58
0.00
$0.00
1.00
$494.58
112 0000.000 WATERMAIN CONNECTION
LUMP SUM
$1,731.04
1
$1,731.04
0.00
$0.00
1.00
$1,731.04
Subtotals for Item Category: WORK ORDER 3
$7,083.28
$0.00
$7,083.28
Item Category 6 WORK ORDER 4
113 0000.000 ADDITIONAL BITUMINOUS PAVEMENT
LUMP SUM
$9,772.53
1
$9,772.53
0.00
$0.00
1.00
$9,772.53
114 0000.000 BITUMINOUS PATCHING
LUMP SUM
$2,322.89
1
$2,322.89
0.00
$0.00
1.00
$2,322.89
115 0000.000 CURB AND GUTTER PREPARATION
LUMP SUM
$727.59
1
$727.59
0.00
$0.00
1.00
$727.59
116 0000.000 SIDEWALK EXTENSION
LUMP SUM
$5,617.73
1
$5,617.73
0.00
$0.00
1.00
$5,617.73
117 0000.000 SIDEWALK PREPARATION
LUMP SUM
$429.61
1
$429.61
0.00
$0.00
1.00
$429.61
Subtotals for Item Category: WORK ORDER 4
$18,870.35
$0.00
$18,870.35
Item Category 7 WORK ORDER 5
118 0000.000 EXTERNAL SEAL
EACH
$250.00
2
$500.00
0.00
$0.00
2.00
$500.00
119 0000.000 MILL DRIVEWAYS FOR DRAINAGE
LUMP SUM
$1,639.46
1
$1,639.46
0.00
$0.00
1.00
$1,639.46
120 0000.000 REMOVE CURB AND GUTTER
LUMP SUM
$1,518.78
1
$1,518.78
0.00
$0.00
1.00
$1,518.78
121 0000.000 REPLACE CURB AND GUTTER
LUMP SUM
$2,006.40
1
$2,006.40
0.00
$0.00
1.00
$2,006.40
122 0000.000 SWEEPING OF K -TEL DRIVE
LUMP SUM
$206.49
1
$206.49
0.00
$0.00
1.00
$206.49
123 0000.000 WIDEN K -TEL DRIVE
LUMP SUM
$4,007.38
1
$4,007.38
0.00
$0.00
1.00
$4,007.38
124 2504.602 VALVE BOX
EACH
$1,577.21
1
$1,577.21
0.00
$0.00
1.00
$1,577.21
Subtotals for Item Category: WORK ORDER 5
$11,455.72
$0.00
$11,455.72
Item Category 8 WORK ORDER 6
125 0000.000 CONCRETE MOBILIZATION
EACH
$800.00
2
$1,600.00
0.00
$0.00
2.00
$1,600.00
Page 4 of 5
ID: Item Item Description Unit: Unit Price Contract Contract Current Current Total to date Total to date
Number Quantity Amount Quantity Amount Quantity Amount
126 0000.000 REMOVAL MOBILIZATION
EACH $400.00 2 $800.00 0.00
$0.00 2.00
$800.00
127 0000.000 REMOVE CONCRETE DRIVEWAY APRON
LUMP SUM $1,665.58 1 $1,665.58 0.00
$0.00 1.00
$1,665.58
Subtotals for Item Category: WORK ORDER 6
$4,065.58
$0.00
$4,065.58
Project Total $953,390.83 $919,859.80
Page 5 of 5