5.1.c SR 05-15-1995MS
flll$I1,T11G EV611EER
1326 Energy Park Drive May 12, 1995
St. Paul, MN 55108 File: 230-223-30
612-644.4389
1-800-888.2923
fax: 612.644-9446 Honorable Mayor and City Council
City of Elk River
13065 Orono Parkway
P.O. Box 490
Elk River, MN 55330
**ITEM 5.1c.**
RE: WESTERN AREA PHASE II IMPROVEMENTS
CHANGE ORDERS NO. 2 AND 3
Dear Council Members:
CIVII ENGINEERING:
ENVIRONMENTAL Attached for your consideration are Change Orders No. 2 and 3 for the Western Area
uNIaPA~ Phase II improvements. Change Order No. 2 is a portion of the work that was
~LANNING previously discussed at the City's CIP meeting. This change order in the. amount of
sou~wASrE $380,872.96 consists of deleting trunk storm sewer on 183rd Avenue, constructing a
srRUCURA~ street on 183rd Avenue from Sandpiper Estates to Joplin, and building appropriate lateral
suRVE~iNG storm sewer in this area. It also includes the construction of street and utilities on
T~ar~!c Business Center Drive between Joplin Avenue and the Gagne property. The majority of
-RAVS~oRTAricN this work is necessary for the construction of the Country Crossing Townhomes project
and Country Crossing Business Center project.. Therefore, this is the work that will be
E~EC~RICauMEC"ANICA~ covered by a letter of credit from the Developer, Mr. Tony Emmerich, prior to
ENG~NEERiNG authorizing the Contractor to proceed. As you recall from our discussion at the CIP
"VAC meeting, there is also an additional portion of work that will be added which consists of
~owER olsrRiaurloN the widening of Joplin Avenue between Business Center Drive and TH 10. The purpose
scA°A of this additional widening and concrete median is to prepare this section of road for the
s~s~ EM coNrRO~s ultimate signalization of the TH 10 intersection. As I explained at our previous meeting,
we will not execute this change order until sometime after the first of July in an effort
to get MnDOT to participate in financing these street improvements.
The second attached change order, Change Order No. 3, is for the realignment of Orono
Road east of Joplin Avenue through the northwestern corner of the fairgrounds property.
In addition to the realignment of Orono Road, this change order also includes enough
bituminous surfacing. to overlay the existing Orono Road from Gary Street up to the new
construction. The total amount of this change order is $65,192.60.
OFFICES IN:
MINNEAPOLIS
PRIOR LAKE
ST. PAUL
WASECA
• Honorable Mayor and City Council
May 12, 1995
Page Two
It appears that the Contractor's schedule will have the roadway substantially complete by
the 4th of July celebration and certainly in good shape for the County Fair at the end of
July. If you have any questions regarding these change orders, I will be in attendance
at your May 15, 1995, City Council meeting.
Sincerely,
MSA, CONSULTING ENGINEERS
~?a;l~c~
Terry J. Maurer, P.E.
TJM:tw
Enclosures
•
~~
CHANGE ORDER•
No. 2
PROJECT: Western Area Phase II DATE OF ISSUANCE: April 25, 1995
Improvements
OWNER's Project No. 230-259-20
OWNER: City of Elk River
(Name, P.O. Box 490
Address) Elk River, MN 55330 ENGINEER:
MSA, Consulting Engineers
CONTRACTOR: Barbarossa & Sons, Inc. 1326 Energy Park Drive
11000 - 93rd Ave. No. St. Paul, MN 55108
Osseo, MN 55369
ENGINEER'S Project No. 230-223-30
CONTRACT FOR:
You are directed to make the following changes in the Contract Documents.
Description: This change order deletes truck storm sewer on 183rd Avenue, adds
street construction and lateral storm sewe r on 183rd Avenue, and adds street and
utilities on Business Center Drive between Joplin Avenue and the Gagne property.
Purpose of Change Order: The purpose of the change order is to accommodate
development of the Country Crossing Townhomes and Country Crossing Business Center.
Attachments: (List documents supporting change) See attached Bid Schedules 14, 15,
and 16.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME:
Original Contract Price Original Contract Time
$ 1,958,889.47 334 days
days or date
Previous Change Orders No. 1 to No. 1 Net change from previous Change Orders
$ -453,706.40 -O-
da s
Contract Price prior to this Change Order Contract Time Prior to this Change Order
$ 1,505,178.07 334 days
tla s or date
Net Increase of this Change Order Net Increase of this Change Order
$ 380,872.96 -0-
days
Contract Price with all approved Change Contract Time with all approved Change
Orders Orders
$ 1,886,051.03 334 days
days or date
RECOMMENDED: APPROVED: APPROVED:
By By By
MSA, Consulting Engineers City of Elk River Barbarossa & Sons, Inc.
EJCDC No. 1910-8-B (1983 Edition)
COlt2-230.223
05/12/95
CHANGE ORDER NO. 2
183RD AVENUE/JOPLIN STREET/BUSINESS CENTER DRIVE
CITY OF ELK RIVER, MINNESOTA
r ITEM
~_ NO. DESCRIPTION UNIT QTY. UNIT_PRICE_ TOTAL PRtCE_
SCHEDULE 14.0 183RD AVENUE -STREET AND STORM SEWER
ADDITIONS
1 8" PVC (16-18') DEEP LF 100 29.00 2,900.00
2 8" PVC (18-20') DEEP LF 250 30.00 7,500.00
3 STANDARD MANHOLE EA 1 1,000.00 1,000.00
4 MANHOLE EXTRA DEPTH LF 9.2 60.00 552.00
5 8 PLUG EA 1 100.00 100.00
6 6" DIP LF 11 13.00 143.00
7 8" DIP LF 20 15.00 300.00
8 8" VALVE EA 1 450.00 450.00
9 FITTINGS LB 857 0.80 685.60
10 15" RCP CLASS 5 LF 35 18.00 630.00
11 15" RCP FLARED END SECTION EA 1 550.00 550.00
12 18" RCP CLASS 3 LF 151 19.00 2,869.00
13 21" RCP CLASS 3 LF 24 22.00 528.00
14 24" RCP, CLASS 3 LF 540 23.00 12,420.00
15 24" RCP FES EA 1 725.00 725.00
• 16 30" RCP CLASS 3 LF 314 34.00 10,676.00
17 33" RCP CLASS 3 LF 265 39.00 10,335.00
18 36" RCP, CLASS 3 LF 657 45.00 29,565.00
19 36" RCP FES EA 2 1,200.00 2,400.00
20 48" DIAMETER MANHOLE EA 4 1,100.00 4,400.00
21 60" DIAMETER MANHOLE EA 1 1,400.00 1,400.00
22 72" DIAMETER MANHOLE EA 2 1,700.00 3,400.00
23 84" DIAMETER MANHOLE EA 1 2,200.00 2,200.00
24 RIP RAP, CLASS III CY 11 35.00 385.00
25 CATCH BASIN 2' x 3' EA 1 750.00 750.00
26 SUBGRADE PREPARATION RDSTA 15.7 100.00 1,570.00
27 CLASS 5 AGGREGATE BASE TON 2440 4.54 11,077.60
28 TYPE 31B BITUMINOUS BASE COURSE TON 788 15.83 12,474.04
29 TYPE 41A BITUMINOUS WEAR COURSE TON 566 18.77 10,623.82
30 TACK COAT GAL 272 1.00 272.00
31 CONCRETE CURB & GUTTER, 6618 LF 3322 4.50 14,949.00
32 4" CONCRETE SIDEWALK SY 1039 14.40 14,961.60
33 PEDESTRIAN RAMPS EA 4 60.00 240.00
34 CONCRETE MEDIAN SY 36 20.00 720.00
35 SEEDING ACRE 0.5 500.00 250.00
36 SODDING, LAWN TYPE SY 1039 1.30 1,350.70
• 37
38 4" EQUIVALENT WIDTH STRIPING
MEDIAN TAPER LF
EA 1561
2 0.32
300.00 499.52
600.00
39 VALLEY GUTTER SF 72 5.00 360.00
40 TRIANGULAR VALLEY GUTTER EA 2 400.00 800.00
C02-223.WK4 Page 1 230-223-30
05/12/95
CHANGE ORDER NO.2
183RD AVENUE/JOPLIN STREET/BUSINESS CENTER DRIVE
• CITY OF ELK RIVER, MINNESOTA
--
~ ITEM _:
' NO. DESCRIPTION UNIT QTY. _UN1T''PRICE TOTAL PRICE
41 4" RSC @ 36" DEPTH LF 275 6.00 1,650.00
SUBTOTAL -ADDITIONS 169,261.88
DELETIONS
1 36" RCP, CLASS 3 LF 175 40.00 7,000.00
2 51"SPAN ARCH RCP CLASS 2A LF 320 78.00 24,960.00
3 51"SPAN ARCH TEE SECTION EA 1 1,700.00 1,700.00
4 51"SPAN ARCH 13 DEGREE BEND EA 1 1,100.00 1,100.00
5 51"SPAN ARCH 19 DEGREE BEND EA 1 1,100.00 1,100.00
6 51" SPAN ARCH SPECIAL SECTION EA 1 750.00 750.00
7 51" x 43" SPAN ARCH REDUCER EA 1 1,000.00 1,000.00
8 43" SPAN ARCH RCP CLASS 2A LF 525 54.00 28,350.00
9 43" SPAN ARCH RCP 16 DEGREE BEND EA 1 980.00 980.00
10 43" SPAN ARCH TEE SECTION EA 1 1,500.00 1,500.00
11 84" DIAMETER MANHOLE EA 1 2,200.00 2,200.00
12 18" RCP CLASS 3 LF 81 19.00 1,539.00
13 CLASS 3
24" RCP LF 211 23.00 4,853.00
14 ,
STANDARD MANHOLE EA 1 950.00 950.00
SUBTOTAL -DEDUCTIONS 77,982.00
TOTAL -183RD AVENUE 91,279.88
•
CO2-22 3.WK4 Page 2 230-223-30
05/12/95
CHANGE ORDER NO. 2
183RD AVENUE/JOPLIN STREET/BUSINESS CENTER DRIVE
• CITY OF ELK RIVER, MINNESOTA
ITEM
NO.' QESGRIPTION UNIT QTY._____ UNIT PRICE~_ 'TOTAL PRICE>~ ''i(
SCHEDULE 15.0 BUSINESS CENTER DRIVE
ADDITIONS
1 8" PVC (10-12') DEEP LF 198 26.00 5,148.00
2 8" PVC (12-14') DEEP LF 470 27.00 12,690.00
3 8" PVC (14-16') DEEP LF 226 28.00 6,328.00
4 8" PVC (16-18') DEEP LF 103 29.00 2,987.00
5 6" PVC LF 319 20.00 6,380.00
6 8" x 6" WYE EA 3 125.00 375.00
7 STANDARD MANHOLE EA 4 1,000.00 4,000.00
8 MANHOLE EXTRA DEPTH LF 25.2 60.00 1,512.00
9 6" DIP LF 370 13.00 4,810.00
10 8" DIP LF 38 15.00 570.00
11 4" DIP LF 162 11.00 1,782.00
12 8" VALVE EA 2 450.00 900.00
13 6" VALVE EA 6 385.00 2,310.00
14 HYDRANT W/ VALVE EA 1 1,700.00 1,700.00
15 FITTINGS LB 4290 0.80 3,432.00
• 16 12" DIP LF 1280 27.00 34,560.00
17 4" VALVE EA 3 320.00 960.00
18 12" VALVE EA 1 750.00 750.00
19 12" RCP CLASS 5 LF 66 17.00 1,122.00
20 15" RCP CLASS 5 LF 138 18.00 2,484.00
21 18" RCP CLASS 3 LF 52 19.00 988.00
22 21" RCP CLASS 3 LF 164 22.00 3,608.00
23 24" RCP CLASS 3 LF 382 23.00 8,786.00
24 27" RCP CLASS 3 LF 23 30.00 690.00
25 30" RCP CLASS 3 LF 267 34.00 9,078.00
26 36" RCP CLASS 3 LF 535 45.00 24,075.00
27 48" DIA. MANHOLE EA 1 1,100.00 1,100.00
28 72" DIA. MANHOLE EA 6 1,700.00 10,200.00
29 30" RCP FES EA 1 850.00 850.00
30 84" DIAMETER MANHOLE EA 3 2,200.00 6,600.00
31 36" RCP FES EA 2 1,200.00 2,400.00
32 CONSTRUCT BULKHEAD EA 6 100.00 600.00
33 RIP-RAP CY 19.3 35.00 675.50
34 SUBGRADE PREPARATION RDSTA 12.8 100.00 1,280.00
35 CLASS 5 AGGREGATE BASE TN 3070 4.54 13,937.80
36 TYPE 31 B, BITUMINOUS BASE TN 1010 15.83 15,988.30
37 BITUMINOUS WEAR
TYPE 41 A TN 745 18.77 13,983.65
• 38 ,
TACK COAT GAL 395 1.00 395.00
39 B618 CONCRETE CURB AND GUTTER LF 3080 4.50 13,860.00
40 4" CONCRETE SIDEWALK SY 820 14.40 11,808.00
CO2-223.WK4 Page 3 230-223-30
05/12/95
CHANGE ORDER NO. 2
183RD AVENUE/JOPLIN STREET/BUSINESS CENTER DRIVE
• CITY OF ELK RIVER, MINNESOTA
~ ITEM
NO. DESCRIPTION UNIT QTY. UNIT PRICE TOTAL PRICE
41 PEDESTRIAN RAMPS
42 PERMANENT BARRICADES
43 SEEDING
44 SODDING
45 CONCRETE MEDIAN
46 CONCRETE VALLEY GUTTER
47 TRIANGULAR VALLEY GUTTER SECTIONS
~~
EA 5 60.00 300.00
EA 4 500.00 2,000.00
AC 0.5 500.00 250.00
SY 1105 1.33 1,469.65
SY 110 20.00 2,200.00
SF 360 5.00 1,800.00
EA 6 400.00 2,400.00
SUBTOTAL -ADDITIONS 246,122.90
CO2-223.WK4 Page 4 230-223-30
05!12/95
•
•
•
CHANGE ORDER NO. 2
183RD AVENUE/JOPLIN STREET/BUSINESS CENTER DRIVE
CITY OF ELK RIVER, MINNESOTA
~EM__ _ __
V0. DESCRIPTION. UNIT'' QTY. UNIT;PRICE - TOTAL PRICE
SCHEDULE 16.0 JOPLIN STREET -183rd to Business Ctr. Dr.
ADDITIONS
1 8" PVC (18-20') DEEP LF 57 30.00 1,710.00
2 STANDARD MANHOLE EA 3 1,000.00 3,000.00
3 MANHOLE EXTRA DEPTH LF 22.5 60.00 1,350.00
4 8" PLUG EA 1 100.00 100.00
5 6" DIP LF 87 13.00 1,131.00
6 8" DIP LF 3 15.00 45.00
7 FITTINGS LB 233 0.80 186.40
8 6" VALVE EA 1 380.00 380.00
9 CLASS 5 AGGREGATE BASE TON 65 4.54 295.10
10 TYPE 31 B BITUMINOUS BASE COURSE TON 17 15.83 269.11
11 TYPE 41A BITUMINOUS WEAR COURSE TON 23 18.77 431.71
12 TACK COAT GAL 0.11 1.00 0.11
13 CONCRETE CURB & GUTTER, 6618 LF 435.5 4.50 1,959.75
14 PEDESTRIAN RAMPS EA 2 60.00 120.00
15 CONCRETE DRIVEWAY SY 67 20.00 1,340.00
16 MED TAPERS EA 2 300.00 600.00
17 CONCRETE MEDIAN SY 162 20.00 3,240.00
18 VALLEY GUTTER SF 90 5.00 450.00
19 TRIANGLE VALLEY GUTTER SEC Fro 2 400.00 800.00
20 SOD SY 170 1.30 221.00
SUBTOTAL -ADDITIONS 17,629.18
DEDUCTIONS
1 HYDRANT W/ VALVE EA 1 1,700.00 1,700.00
2 18" RCP CLASS 3 LF 431 19.00 8,189.00
SUBTOTAL -DELETIONS 9,889.00
TOTAL - JOPLIN AVENUE 7,740.18
ADDITIONAL ITEMS
1 DEWATERING 1347 LF @ $18/FT. LS 1 22,246.00 22,246.00
2 STRUCTURES WITH NO SALVAGE VALUE LS 1 7,924.00 7,924.00
3 SANITARY SEWER JACK BORE CASING ENLARGEMENT LF 352 30.00 10,560.00
ADDITIONAL ITEMS- TOTAL 40,730.00
CO2-223.WK4 Page 5 230-223-30
r
r~
LJ
CHANGE ORDER
No. 3
PROJECT: Western Area Phase II DATE OF ISSUANCE: April 25, 1995
Improvements
OWNER's Project No. 230-259-20
OWNER: City of Elk River
(Name, P.O. Box 490
Address) Elk River, MN 55330 ENGINEER:
MSA, Consulting Engineers
CONTRACTOR: Barbarossa & Sons, Inc. 1326 Energy Park Drive
11000 - 93rd Ave. No. St. Paul, MN 55108
Osseo, MN 55369
ENGINEER'S Project No. 230-223-30
CONTRACT FOR:
You are directed to make the following changes in the Contract Documents.
Description: This change order realigns Orono Road east of Joplin Avenue through the
northwest corner of the fairgrounds. It also realigns the driveway to the Cenex
Service Station.
Purpose of Change Order: The purpose of the change order is to provide for continued
easterly traffic on Orono Road off of Joplin Avenue.
Attachments: (List documents supporting change) See attached Bid Schedule #17.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME:
Original Contract Price Original Contract Time
$ 1,958,884.47 334 days
days or date
Previous Change Orders No. 1 to No. 2 Net change from previous Change Orders
$ - 72,833.44 -0-
da s
Contract Price prior to this Change Order Contract Time Prior to this Change Order
$ 1,886,051.03 334 days
da s or date
Net Increase of this Change Order Net Increase of this Change Order
$ 65,192.60 -0-
days
Contract Price with all approved Change Contract Time with all approved Change
Orders Orders
$ 1,951,243.63 334 days
days or date
RECOMMENDED: APPROVED: APPROVED:
By By By
MSA, Consulting Engineers City of Elk River Barbarossa & Sons, Inc.
EJCDC No. 1910-8-B (1983 Edition)
COk3-230.223
CHANGE ORDER NO. 3
ORONO ROAD REALIGNMENT
CITY OF ELK RIVER, MINNESOTA
•
ITEM
j 'NO. DESCRIPTION ' UNIT. QTY. UNIT TOTAL
~;
~ PRICE PRICE
SCHEDULE 17.0 ORONO ROAD -STREET AND STORM SEWER ADDITIONS
1 12" RCP CLASS 5 LF 208 17.00 3,536.00
2 15" RCP CLASS 5 LF 52 18.00 936.00
3 18" RCP CLASS 5 LF 384 19.00 7,296.00
4 12" RCP FLARED END SECTION EA 1 500.00 500.00
5 18" RCP FLARED END SECTION EA 1 600.00 600.00
6 48" DIAMETER MANHOLE EA 2 1,100.00 2,200.00
7 RIP RAP, CLASS III CY 5.7 35.00 199.50
8 CATCH BASIN 2' x 3' EA 2 750.00 1,500.00
9 SUBGRADE PREPARATION RDSTA 8.6 100.00 860.00
•10 CLASS 5 AGGREGATE BASE TN 1800 4.54 8,172.00
11 TYPE 31B BITUMINOUS BASE COURSE TN 600 15.83 9,498.00
12 TYPE 41A BITUMINOUS WEAR COURSE TN 670 18.77 12,575.90
13 TACK COAT GAL 245 1.00 245.00
14 CONCRETE CURB & GUTTER, B618 LF 2055 4.50 9,247.50
15 CONCRETE MEDIAN SY 150 20.00 3,000.00
16 SEEDING ACRE 0.3 500.00 .150.00
17 SODDING, LAWN TYPE SY 1615 1.30 2,099.50
18 4" EQUIVALENT WIDTH STRIPING LF 1335 0.32 427.20
19 MEDIAN TAPER EA 1 300.00 300.00
20 VALLEY GUTTER SF 120 5.00 600.00
21 TRIANGULAR VALLEY GUTTER EA 2 400.00 800.00
22 4" RSC @ 36" DEPTH LF 75 6.00 450.00
T SCHEDULE 18.0 ORONO ROAD -STREET AND STORM SEWER ADDITIONS 65,192.60
•
230223#1.WK4 230-259-20