HomeMy WebLinkAbout#12 - CSAH 19 - Hudson Blvd Comp Change Order 5 STAFF REPORT
DATE: August 18, 2020
CONSENT
AGENDA ITEM: CSAH 19 and Hudson Boulevard Intersection Improvements –
Compensating Change Order No. 5
SUBMITTED BY: Chad Isakson, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Marty Powers, Public Works Director Jack Griffin, City Engineer
ISSUE BEFORE COUNCIL: Should the City Council approve Compensating Change Order No. 5 for
the CSAH 19 and Hudson Boulevard Intersection Improvements? BACKGROUND: Max Steininger, Inc. was awarded a construction contract on June 4, 2019 to complete the CSAH 19 and Hudson Boulevard Intersection Improvements. The contractor has completed the work in accordance with the contract, plans, and specifications and staff is working with the contractor to close out the project, process final payment and initiate the 1-year warranty. PROPOSAL DETAILS/ANALYSIS: Per the project Contract Documents the original contract amount and basis of award is established using the estimated quantities for each item of work listed in the bid schedule and multiplying them by the Contractor’s corresponding unit bid price. The Contractor is paid for the actual final quantities installed on the project at the unit bid prices. At the completion of the project, a
compensating change order is prepared to revise the estimated quantities for each work item listed in the bid schedule to the actual quantities installed and the corresponding Contract Amount is revised accordingly.
This compensating change order has been prepared to reconcile the estimated and actual quantities installed on the project, and with approval of this change order, the contract amount will be adjusted to reflect the
actual quantities installed as a part of the project. FISCAL IMPACT: $32,245.46 increase to the final construction contract amount. This compensating change order will increase the final construction contract amount to $1,838,982.30. The original construction contract amount at the time of award was $1,790,088.96. The total project remains within total authorized project budget. The primary items contributing to the contract increase in cost includes the following: 1. Added commercial driveway entrance for the Shops development. The added driveway increased the contract amount by $18,900. The developer was invoiced and is responsible for payment in this amount. 2. Poor roadway subgrade soil conditions required the use of geotextile fabric to stabilize the roadway construction. Amount of increase was $17,368.28.
3. The project required the removal of additional trees that were in conflict with the proposed stormwater BMP site improvements. The added treet removal increased the cost by $10,031.01.
RECOMMENDATION: Staff is recommending that the City Council approve, as part of the Consent Agenda, Compensating Change Order No. 5 for the CSAH 19 and Hudson Boulevard Intersection Improvements. If removed from the consent agenda, the recommended motion for the action is as follows:
“Move to approve Compensating Change Order No. 5 for the CSAH 19 and Hudson Boulevard Intersection Improvement Project, thereby increasing the contract amount by $32,245.46”. ATTACHMENTS:
1. Compensating Change Order No. 5.
CONTRACT CHANGE ORDER FORM
CHANGE ORDER NO.DATE:
TO:
UNIT
Amount of Original Contract $
Sum of Additions/Deductions approved to date (CO No. 1, 2, 3, and 4)$
Contract Amount to date $
Amount of this Change Order (ADD) (DEDUCT) (NO CHANGE)$
Revised Contract Amount $
The Contract Period for Completion will be (UNCHANGED) (INCREASED) (DECREASED)days
APPROVED BY ENGINEER: FOCUS Engineering, inc. APPROVED BY CONTRACTOR
DATE DATE
APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA
DATE DATE
$32,245.46
CITY OF LAKE ELMO, MINNESOTA
BYBY
CHANGE ORDER DESCRIPTION / JUSTIFICATION:
Per the project Contract Documents the original contract amount and basis of award is established using the estimated quantities for each
item of work listed in the bid schedule and multiplying them by the Contractor’s corresponding unit bid price. The Contractor is paid for the
actual final quantities installed on the project at the unit bid prices.
At the completion of the project, a compensating change order is prepared to revise the estimated quantities for each work item listed in
the bid schedule to the actual quantities installed and the corresponding Contract Amount is revised accordingly.
This compensating change order reflects a net increase to the contract amount by $32,245.46.
Attachments (list documents supporting change):Itemization Summary
DESCRIPTION OF PAY ITEM QTY UNIT PRICE
**See attached itemization
NET CONTRACT CHANGE
ITEM
MAX STEININGER, INC, 3080 LEXINGTON AVE SO, EAGAN, MN 55121
CSAH 19 AT HUDSON BLVD INTERSECTION IMPR.
PROJECT NO. 2017.154
5 June 24, 2020
0
This Document will become a supplement to the Contract and all provisions will apply hereto. The Contract Documents are
modified as follows upon execution of this Change Order.
BYENGINEER
1,790,088.96
16,647.88
1,806,736.84
32,245.46
1,838,982.30
INCREASE/(DECREASE)
7/27/2020
FOCUS Engineering, inc.CHANGE ORDER FORM
08/11/2020
CHANGE ORDER NO. 5
CSAH 19 AT HUDSON BLVD INTERSECTION IMPR.
CITY OF LAKE ELMO, MINNESOTA
PROJECT NO. 2017.154
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT
1 2021.501 LUMP SUM 1 $165,000.00 $165,000.00 1.00 $165,000.00 0.00 $0.00
2 2051.501 LUMP SUM 1 $1.00 $1.00 1.00 $1.00 0.00 $0.00
3 2101.524 TREE 13 $521.09 $6,774.17 24.00 $12,506.16 11.00 $5,731.99
4 2101.524 TREE 13 $390.82 $5,080.66 24.00 $9,379.68 11.00 $4,299.02
5 2104.502 EACH 5 $427.21 $2,136.05 5.00 $2,136.05 0.00 $0.00
6 2104.502 EACH 4 $26.70 $106.80 4.00 $106.80 0.00 $0.00
7 2104.502 EACH 6 $48.06 $288.36 8.00 $384.48 2.00 $96.12
8 2104.502 EACH 2 $651.48 $1,302.96 2.00 $1,302.96 0.00 $0.00
9 2104.502 EACH 14 $48.06 $672.84 14.00 $672.84 0.00 $0.00
10 2104.503 LIN FT 66 $5.07 $334.62 79.00 $400.53 13.00 $65.91
11 2104.503 LIN FT 1358 $2.03 $2,756.74 557.00 $1,130.71 ‐801.00 ‐$1,626.03
12 2104.503 LIN FT 30 $17.52 $525.60 50.00 $876.00 20.00 $350.40
13 2104.503 LIN FT 65 $21.25 $1,381.25 65.00 $1,381.25 0.00 $0.00
14 2104.504 SQ YD 123 $8.87 $1,091.01 123.00 $1,091.01 0.00 $0.00
15 2104.504 SQ YD 8122 $3.88 $31,513.36 8,122.00 $31,513.36 0.00 $0.00
16 2104.518 SQ FT 131 $4.17 $546.27 131.00 $546.27 0.00 $0.00
17 2105.507 CU YD 1022 $9.65 $9,862.30 0.00 $0.00 ‐1,022.00 ‐$9,862.30
18 2105.607 CU YD 1022 $19.36 $19,785.92 0.00 $0.00 ‐1,022.00 ‐$19,785.92
19 2106.507 CU YD 9939 $9.59 $95,315.01 9,939.00 $95,315.01 0.00 $0.00
20 2106.507 CU YD 5203 $9.59 $49,896.77 5,228.00 $50,136.52 25.00 $239.75
21 2106.507 CU YD 7699 $13.84 $106,554.16 7,724.00 $106,900.16 25.00 $346.00
22 2106.507 CU YD 9818 $0.01 $98.18 9,818.00 $98.18 0.00 $0.00
23 2111.519 ROAD STA 20 $115.84 $2,316.80 20.00 $2,316.80 0.00 $0.00
24 2118.507 CU YD 19 $94.51 $1,795.69 39.00 $3,685.89 20.00 $1,890.20
25 2123.610 HOUR 50 $135.24 $6,762.00 16.00 $2,163.84 ‐34.00 ‐$4,598.16
26 2131.604 SQ YD 10000 $0.53 $5,300.00 0.00 $0.00 ‐10,000.00 ‐$5,300.00
27 2211.507 CU YD 2650 $36.63 $97,069.50 2,662.00 $97,509.06 12.00 $439.56
28 2232.504 SQ YD 1915 $6.50 $12,447.50 1,931.70 $12,556.05 16.70 $108.55
29 2232.504 SQ YD 690 $6.51 $4,491.90 690.00 $4,491.90 0.00 $0.00
30 2301.503 LIN FT 79 $67.28 $5,315.12 95.00 $6,391.60 16.00 $1,076.48
31 2331.603 LIN FT 3067 $0.64 $1,962.88 2,937.00 $1,879.68 ‐130.00 ‐$83.20
32 2360.509 TON 1582 $83.33 $131,828.06 1,796.26 $149,682.35 214.26 $17,854.29
33 2360.509 TON 1180 $74.02 $87,343.60 1,282.44 $94,926.21 102.44 $7,582.61
34 2411.507 CU YD 300 $18.96 $5,688.00 168.00 $3,185.28 ‐132.00 ‐$2,502.72
35 2451.507 CU YD 275 $47.00 $12,925.00 275.00 $12,925.00 0.00 $0.00
36 2501.502 EACH 2 $971.89 $1,943.78 2.00 $1,943.78 0.00 $0.00
37 2501.502 EACH 2 $1,068.01 $2,136.02 2.00 $2,136.02 0.00 $0.00
38 2501.502 EACH 2 $2,136.01 $4,272.02 2.00 $4,272.02 0.00 $0.00
39 2501.502 EACH 2 $875.76 $1,751.52 2.00 $1,751.52 0.00 $0.00
40 2501.503 LIN FT 66 $129.23 $8,529.18 72.00 $9,304.56 6.00 $775.38
41 2501.503 LIN FT 60 $64.08 $3,844.80 56.00 $3,588.48 ‐4.00 ‐$256.32
42 2501.503 LIN FT 220 $91.85 $20,207.00 226.00 $20,758.10 6.00 $551.10
43 2501.602 EACH 3 $2,029.21 $6,087.63 3.00 $6,087.63 0.00 $0.00
44 2501.602 EACH 2 $993.25 $1,986.50 2.00 $1,986.50 0.00 $0.00
18'' RC PIPE CULVERT DES 3006 CL V
24'' RC PIPE CULVERT DES 3006 CL V
28'' SPAN PIPE‐ARCH APRON
TRASH GUARD FOR 12'' PIPE APRON
12'' RC PIPE APRON
18'' RC PIPE APRON
24'' RC PIPE APRON
INSTALL CONCRETE APRON
28'' SPAN RC PIPE‐ARCH CULV CL IIA
GRANULAR BACKFILL (CV)
FINE FILTER AGGREGATE (CV)
MILL BITUMINOUS SURFACE (2.0'') (P)
MILL BITUMINOUS SURFACE (4.0'') (P)
INTEGRANT CURB DESIGN B6
JOINT ADHESIVE
DUST PALLIATIVE
AGGREGATE BASE (CV) CLASS 6 (P)
EXCAVATION ‐ SUBGRADE (P)
SELECT GRANULAR EMBANKMENT (CV) (P)
COMMON EMBANKMENT (CV) (P)
TEST ROLLING
TYPE SP 9.5 WEARING COURSE MIX (3:C)
TYPE SP 12.5 NON WEAR COURSE MIX (3:C)
EXCAVATION ‐ COMMON (P)
SAWING BIT PAVEMENT (FULL DEPTH)
REMOVE CURB & GUTTER
SALVAGE CHAIN LINK FENCE
REMOVE CONCRETE DRIVEWAY PAVEMENT
REMOVE BITUMINOUS PAVEMENT
AGGREGATE SURFACING (CV) CLASS 1 MOD
STREET SWEEPER (WITH PICKUP BROOM)
ITEM DESCRIPTION OF PAY ITEM UNIT
CONTRACT TOTAL TO DATE
COMPENSATING CHANGE ORDER NO.
5MN/DOT
NO.
MAINT & RESTORATION OF HAUL ROADS
CLEARING
REMOVE SIGN TYPE C
SALVAGE CONCRETE APRON
SALVAGE SIGN TYPE C
SAWING CONCRETE PAVEMENT (FULL DEPTH)
MOBILIZATION
GRUBBING
REMOVE CONCRETE APRON
REMOVE DELINEATOR
REMOVE CONCRETE WALK
GRANULAR BORROW (LV)
EXCAVATION SPECIAL
45 2501.602 EACH 2 $1,174.81 $2,349.62 2.00 $2,349.62 0.00 $0.00
46 2501.602 EACH 2 $1,922.41 $3,844.82 2.00 $3,844.82 0.00 $0.00
47 2501.602 EACH 3 $1,602.01 $4,806.03 3.00 $4,806.03 0.00 $0.00
48 2502.503 LIN FT 174 $20.61 $3,586.14 180.00 $3,709.80 6.00 $123.66
49 2502.602 EACH 3 $319.53 $958.59 2.00 $639.06 ‐1.00 ‐$319.53
50 2503.503 LIN FT 24 $65.15 $1,563.60 24.00 $1,563.60 0.00 $0.00
51 2503.503 LIN FT 280 $53.40 $14,952.00 280.00 $14,952.00 0.00 $0.00
52 2503.503 LIN FT 473 $57.67 $27,277.91 473.00 $27,277.91 0.00 $0.00
53 2503.503 LIN FT 243 $91.85 $22,319.55 243.00 $22,319.55 0.00 $0.00
54 2503.602 EACH 7 $875.76 $6,130.32 7.00 $6,130.32 0.00 $0.00
55 2504.602 EACH 1 $1,708.81 $1,708.81 1.00 $1,708.81 0.00 $0.00
56 2504.602 EACH 6 $555.36 $3,332.16 6.00 $3,332.16 0.00 $0.00
57 2504.604 SQ YD 27 $43.79 $1,182.33 27.00 $1,182.33 0.00 $0.00
58 2504.605 EACH 6 $2,990.42 $17,942.52 6.00 $17,942.52 0.00 $0.00
59 2506.502 EACH 11 $747.60 $8,223.60 15.00 $11,214.00 4.00 $2,990.40
60 2506.503 LIN FT 59.7 $437.88 $26,141.44 59.70 $26,141.44 0.00 $0.00
61 2506.601 LUMP SUM 1 $2,136.01 $2,136.01 1.00 $2,136.01 0.00 $0.00
62 2506.602 EACH 1 $10,359.64 $10,359.64 1.00 $10,359.64 0.00 $0.00
63 2506.603 LIN FT 13.5 $427.21 $5,767.34 13.50 $5,767.34 0.00 $0.00
64 2511.504 SQ YD 113 $4.27 $482.51 64.00 $273.28 ‐49.00 ‐$209.23
65 2511.507 CU YD 32 $122.82 $3,930.24 22.10 $2,714.32 ‐9.90 ‐$1,215.92
66 2521.618 SQ FT 860 $20.29 $17,449.40 954.00 $19,356.66 94.00 $1,907.26
67 2531.503 LIN FT 208 $59.81 $12,440.48 209.00 $12,500.29 1.00 $59.81
68 2531.503 LIN FT 2484 $38.45 $95,509.80 2,389.00 $91,857.05 ‐95.00 ‐$3,652.75
69 2531.504 SQ YD 56 $90.78 $5,083.68 63.60 $5,773.61 7.60 $689.93
70 2531.504 SQ YD 130 $184.76 $24,018.80 198.25 $36,628.67 68.25 $12,609.87
71 2531.602 EACH 2 $2,731.95 $5,463.90 2.00 $5,463.90 0.00 $0.00
72 2531.618 SQ FT 137 $72.62 $9,948.94 142.00 $10,312.04 5.00 $363.10
73 2533.503 LIN FT 530 $29.64 $15,709.20 584.20 $17,315.69 54.20 $1,606.49
74 2533.503 LIN FT 632 $15.49 $9,789.68 745.20 $11,543.15 113.20 $1,753.47
75 2554.502 EACH 11 $85.44 $939.84 11.00 $939.84 0.00 $0.00
76 2554.615 ASSEMBLY 2 $2,670.01 $5,340.02 2.00 $5,340.02 0.00 $0.00
77 2554.615 ASSEMBLY 2 $534.00 $1,068.00 4.00 $2,136.00 2.00 $1,068.00
78 2557.603 LIN FT 65 $37.25 $2,421.25 65.00 $2,421.25 0.00 $0.00
79 2563.601 LUMP SUM 1 $17,622.08 $17,622.08 1.00 $17,622.08 0.00 $0.00
80 2563.601 LUMP SUM 1 $3,738.02 $3,738.02 0.00 $0.00 ‐1.00 ‐$3,738.02
81 2564.502 EACH 14 $293.70 $4,111.80 15.00 $4,405.50 1.00 $293.70
82 2564.518 SQ FT 119 $72.62 $8,641.78 119.00 $8,641.78 0.00 $0.00
83 2565.501 LUMP SUM 1 $3,000.00 $3,000.00 1.00 $3,000.00 0.00 $0.00
84 2565.501 LUMP SUM 1 $93,693.00 $93,693.00 1.00 $93,693.00 0.00 $0.00
85 2565.516 SYSTEM 1 $240,160.00 $240,160.00 1.00 $240,160.00 0.00 $0.00
86 2573.501 LUMP SUM 1 $3,572.96 $3,572.96 0.00 $0.00 ‐1.00 ‐$3,572.96
87 2573.502 EACH 11 $236.24 $2,598.64 11.00 $2,598.64 0.00 $0.00
88 2573.502 EACH 8 $160.21 $1,281.68 8.00 $1,281.68 0.00 $0.00
89 2573.503 LIN FT 2851 $1.92 $5,473.92 2,700.00 $5,184.00 ‐151.00 ‐$289.92
90 2573.503 LIN FT 355 $3.20 $1,136.00 420.00 $1,344.00 65.00 $208.00
91 2574.505 ACRE 0.7 $1,538.19 $1,076.73 0.70 $1,076.73 0.00 $0.00
92 2574.505 ACRE 3.44 $160.61 $552.50 3.85 $618.35 0.41 $65.85
93 2574.507 CU YD 444 $55.10 $24,464.40 444.00 $24,464.40 0.00 $0.00
94 2574.508 POUND 950 $0.64 $608.00 1,144.00 $732.16 194.00 $124.16
SUBSOILING
SOIL BED PREPARATION
ROOTING TOPSOIL BORROW
FERTILIZER TYPE 1
STABILIZED CONSTRUCTION EXIT
STORM DRAIN INLET PROTECTION
CULVERT END CONTROLS
SILT FENCE: TYPE MS
SEDIMENT CONTROL LOG TYPE WOOD FIBER
SIGN PANELS TYPE C
EMERGENCY VEHICLE PREEMPTION SYSTEM
TRAFFIC CONTROL INTERCONNECT
TRAFFIC CONTROL SIGNAL SYSTEM
INSTALL CHAIN LINK FENCE
TRAFFIC CONTROL
ALTERNATE PEDESTRIAN ROUTE
INSTALL SIGN TYPE C
RELOCATE PORT PRE CONC BAR DES 8337‐ANCH
GUIDE POST TYPE B
IMPACT ATTENUATOR
RELOCATE IMPACT ATTENUATOR
8'' CONCRETE DRIVEWAY PAVEMENT
CONCRETE MEDIAN NOSE‐SPECIAL
TRUNCATED DOMES
PORTABLE PREC CONC BAR DES 8337‐ANCHORED
CONCRETE WALK
CONCRETE CURB & GUTTER DESIGN B612
CONCRETE CURB & GUTTER DESIGN B624
CONCRETE MEDIAN
INFILTRATION/FILTRATION SYSTEM
CONST DRAINAGE STRUCTURE DESIGN SPEC 2
CONSTRUCT DRAINAGE STRUCTURE DES SPEC 1
GEOTEXTILE FILTER TYPE 4
RANDOM RIPRAP CLASS III
4'' INSULATION
ADJUST SANITARY MANHOLE
CASTING ASSEMBLY
CONST DRAINAGE STRUCTURE DES 48‐4020
24'' RC PIPE SEWER DES 3006 CL V
CONNECT TO EXISTING STORM SEWER
ADJUST HYDRANT
ADJUST GATE VALVE & BOX
4'' PVC PIPE DRAIN CLEANOUT
12'' RC PIPE SEWER DES 3006 CL V
15'' RC PIPE SEWER DES 3006 CL V
18'' RC PIPE SEWER DES 3006 CL V
TRASH GUARD FOR 18'' PIPE APRON
TRASH GUARD FOR 24'' PIPE APRON
TRASH GUARD FOR 28'' SPAN PIPE APRON
4'' TP PIPE DRAIN
95 2574.508 POUND 109 $0.65 $70.85 192.00 $124.80 83.00 $53.95
96 2575.504 SQ YD 67 $16.00 $1,072.00 68.00 $1,088.00 1.00 $16.00
97 2575.504 SQ YD 16649 $1.39 $23,142.11 18,871.00 $26,230.69 2,222.00 $3,088.58
98 2575.505 ACRE 3.44 $163.43 $562.20 3.85 $629.21 0.41 $67.01
99 2575.508 POUND 189 $3.42 $646.38 198.00 $677.16 9.00 $30.78
100 2575.508 POUND 26 $29.83 $775.58 18.00 $536.94 ‐8.00 ‐$238.64
101 2575.523 M GALLON 3 $423.93 $1,271.79 0.00 $0.00 ‐3.00 ‐$1,271.79
102 2582.503 LIN FT 1688 $1.60 $2,700.80 2,139.00 $3,422.40 451.00 $721.60
103 2582.503 LIN FT 45 $1.60 $72.00 44.00 $70.40 ‐1.00 ‐$1.60
104 2582.503 LIN FT 1557 $3.20 $4,982.40 1,505.00 $4,816.00 ‐52.00 ‐$166.40
105 2582.503 LIN FT 4614 $1.28 $5,905.92 6,134.00 $7,851.52 1,520.00 $1,945.60
106 2582.503 LIN FT 352 $15.49 $5,452.48 209.00 $3,237.41 ‐143.00 ‐$2,215.07
107 2582.503 LIN FT 194 $1.28 $248.32 180.00 $230.40 ‐14.00 ‐$17.92
108 2582.503 LIN FT 2820 $2.56 $7,219.20 2,836.00 $7,260.16 16.00 $40.96
109 2582.518 SQ FT 150 $16.55 $2,482.50 180.00 $2,979.00 30.00 $496.50
110 2582.518 SQ FT 1273 $16.14 $20,546.22 1,584.00 $25,565.76 311.00 $5,019.54
TOTALS ‐ BASE CONTRACT $1,790,088.96 $1,805,916.14 0.00 $15,827.18
CHANGE ORDER NO. 1
CO1‐1 2563.601
LS 1.00 $2,200.00 $2,200.00 1.00 $2,200.00 0.00 $0.00
CO1‐2 2563.618 SF 28.00 $38.50 $1,078.00 28.00 $1,078.00 0.00 $0.00
CO1‐3 2105.504
SY 200.00 $4.75 $950.00 3,656.48 $17,368.28 3,456.48 $16,418.28
CO1‐4 2360.509 TON 5.40 $315.70 $1,704.78 5.40 $1,704.78 0.00 $0.00
TOTALS CHANGE ORDER NO. 1 $5,932.78 $22,351.06 0.00 $16,418.28
CHANGE ORDER NO. 2
CO2‐1 2506.503
EA 1.00 $1,373.28 $1,373.28 1.00 $1,373.28 0.00 $0.00
TOTALS CHANGE ORDER NO. 2 $1,373.28 $1,373.28 0.00 $0.00
CHANGE ORDER NO. 3
CO3‐1 2506.502 EA 1.00 $1,075.15 $1,075.15 1.00 $1,075.15 0.00 $0.00
CO3‐2 2118.500
LS 1.00 $750.00 $750.00 1.00 $750.00 0.00 $0.00
CO3‐3 2557.603
LF 65.00 $7.37 $479.05 65.00 $479.05 0.00 $0.00
CO3‐4 2582.500
LS 1.00 $984.50 $984.50 1.00 $984.50 0.00 $0.00
CO3‐5 2360.509 LS 1.00 $1,391.79 $1,391.79 1.00 $1,391.79 0.00 $0.00
TOTALS CHANGE ORDER NO. 3 $4,680.49 $4,680.49 0.00 $0.00
CHANGE ORDER NO. 4
CO4‐1 2565.516
LS 1.00 $1,598.83 $1,598.83 1.00 $1,598.83 0.00 $0.00
CO4‐2 2511.507
LS 1.00 $1,000.00 $1,000.00 1.00 $1,000.00 0.00 $0.00
CO4‐3 2101.524
LS 1.00 $2,062.50 $2,062.50 1.00 $2,062.50 0.00 $0.00
TOTALS CHANGE ORDER NO. 4 $4,661.33 $4,661.33 0.00 $0.00
TOTALS ‐ REVISED CONTRACT $1,806,736.84 $1,838,982.30 $32,245.46
ADDITIONAL MOBILIZATION FOR RIPRAP WORK
ADDTL MOBILIZATION FOR AGG SHOULDER
FURNISH NEW CHAIN LINK FENCE
ADDTL MOBILIZATION FOR CROSSWALK STRIPING
BITUMINOUS INCENTIVES
POWER POLE PEDISTAL BASE ADJUSTMENT
CONSTRUCTION SIGN‐SPECIAL (LAKE ELMO PARK
RESERVE)
GEOTEXTILE FABRIC TYPE 5
TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) ‐
TEMPORARY SHOULDER PAVING
RECONSTRUCT DRAINAGE STRUCTURE
REPAIR SANITARY MANHOLE
4'' DOTTED LINE MULTI COMP GR IN (WR)
4'' DBLE SOLID LINE MULTI COMP GR IN (WR)
PAVT MSSG MULTI COMP GR IN (WR)
CROSSWALK PREF THERMO GR IN
TRAFFIC CONTROL
4'' DOTTED LINE PAINT
4'' DBLE SOLID LINE PAINT
4'' SOLID LINE MULTI COMP GR IN (WR)
24'' SOLID LINE MULTI COMP GR IN (WR)
SEED MIXTURE 25‐141
SEED MIXTURE 33‐261
RAPID STABILIZATION METHOD 3
4'' SOLID LINE PAINT
FERTILIZER TYPE 4
SODDING TYPE LAWN
EROSION CONTROL BLANKETS CATEGORY 3N
SEEDING
ADDITIONAL MOBILIZATION FOR TREE REMOVAL