5.c) Change Order No. 1, 2009 Crack Seal Project Meeting Date: 9/1/2009
Agenda Item: �, ��
City Council Agenda Report
City of Scandia
14727 209th St. North, P.O. Box 128
Scandia, MN 55073 (651)433-2274
Action Requested: Approve a change order in the amount of$33,200 for the 2009 Crack
Seal Project, to add additional streets to the project.
Deadline/Timeline: Work is underway; pricing/scheduling assumes action on change order
at September 1 Council meeting.
Background: • At the July 21 meeting, the Council awarded the bid for the crack
sealing project to Astech Surface Technologies in the amount of
$86,800. The City Engineer had originally estimated the
construction cost of the project to be $164,000. Because of the
very favorable bid price, the Council indicated interest in
expanding the project to include more streets.
• Work on the streets in the original bid is nearing completion. The
Engineer has recommended additional streets to be added to the
project (see list in change order, attached.) The change order
would bring the total construction cost to $120,000.
Recommendation: I recommend that the Council approve the change order in the amount
of$33,200.
Attachments/ • Change order No. 1
Materials provided:
Contact(s): Paul Hornby, PE
Bonestroo (651) 967-4625
Prepared by: Anne Hurlburt, Administrator
(change order crack seal project)
Page 1 of 1
08/27/09
� Uwner City o(Scandia, 14727 209th St N, P 0 Box 128,Scandia, MN 5507? Date August 26, 2009
Con�ractor Astech Surface Technolo ies, 8348 Rid ewood Rd., St Joseph, MN 56374
Bonestroo Bond Company: Employees Mutual Casualty Co., do Acordia,
77G1 York Ave. S. Ste. 200, Mpls., MN 55435 Bond No: 538541 S
CHANGE ORDER N0. 1
2009 CRACK SEAL PROJECT
BONESTR00 FILE N0. 000568-09139-0
Description of Work
This Change Order provides authorization for the Contractor to complete crack seal work on additional roads beyond the original projed
scope. This additional work will be done at the original bid unit price of$1 23 per pound and Construction Costs will not exceed$1�0,000
for the total project.
Street Pavement PASER
Location Length Width Rating
202nd St N to Old Marine Trl N 5,600 24 5
Manning Trl to Lofton Ave 9,100 24 5
228th St, to North End 1,200 28 5
Ma berry Trl N to Olinda Trl N 7,900 22 5
Oxboro Ave N to Oxboro Ave N Z,800 22 5
Scandia Trl to Ma berr Trl 2,150 22.5 S
Maxwill Ave N to West 1,350 18 5
Olinda Trl N to East 1,000 24 6
Olinda Trl N to Orwell Ave N 2,400 24 6
Oakhill Rd N to Old Marine Trl N 7,450 22 6
Oakhi1l Rd N to Hw 95 5,300 22 6
199th St N to Parkview Ave N 900 Z2 6
Parkview 1n N to Parkview Ln N 5,900 2� 6
190th St N to 189th St N 300 24 6
Norell Ave to East End 1,150 2Z 6
Lofton Ave N to 205th Street N 7,000 24 6
Maxwill Ave N to West 2,300 22 6
Maxwill Ave N to West 1,900 20 6
185th St to South End 650 18 6
Manning Trl to Mannin Trl 1,500 20 6
Mannin Lane to SW to End 600 18 6
195th St to 205th St 5,300 24 6
Kirk Ave to 225th St. 1,A50 24 6
Oxboro Ave to East End 800 24 6
TH 97 to 209th St N 1,800 24 7
Melanie Trl N to 228th St N 600 24 7
Lofton Ave to East End 1,700 24 7
Manning Tr to Kirk Ave 800 24 7
220th St. to North End 1,300 22 7
Ma ber Trl N to Lakama a Trl N 6,300 22 7
Olinda Trl N to Hwy 95 7,000 22.5 7
220th St N to North 2,600 �� 7
187th St N to South 400 18 7
Langley Ave N to La ron Ct N 250 20 7
Manning Trl to West End 1,700 18 7
Manning Trl io Kirby Ave N 400 20 7
Hwy 97 to South to End 2,750 22 7
Manniny Lane to NW to End 500 18 7
S;�;n;I;���;n�>i c�:>
Street Pavement PASER
Location Length Width Rating
218th St N to North to End 750 20 7
Hw 97 to North End 2,600 18 7
Hw 97 to North Enc 1,300 24 7
Melanie Trl to Mor an Ave 2,450 24 7
Melanie Trl to 238th St 4,150 22 7
TH 97 to CSAH 3 4,500 22 7
Melanie to Meadowbrook 7
Meadowbrook Ave to East End 1,000 24 7
TH 97 to Olinda Trail 400 20 8
Ozark Ave N to West End 950 24 8
Orwell Ave N to East 1,200 22 8
Scandia Trl to Ma berr Trl 1,400 24 S
Mannin i rl N to 190th St 1,500 24 8
Lan le Ave N to Larkspur Ave N 600 20 8
190th St N to La ton Ave N 1,500 20 8
220th St. to South End 1,700 24 8
TH 95 to South End 1,600 28 8
Oren Rd. N t South End 1,000 28 8
180th St N to north and west 1,400 18 8
Mannin Trl to East End 1,700 22 8
213th St N to North End 350 22 8
Mannin Trl to West End 900 24 8
Manning Trl to Killian Ave N 1,300 24 8
Mannin Trl to Killian Ave N 1,300 24 8
216th St Ct to 217th St Ct 650 22 8
CSAH 3 to Norell Ave N 600 26 8
CSAH 3 to West End 900 24 8
Kirk Ave to West End 300 �4 8
Kirk Ave to East End 550 24 8
Lofton Ave to West to End 1,300 20 8
239th St N to NW to End 265 20 8
Loftor Ave to 2181h St Ct 3,900 20 8
Oakhill Rd to 236th St N 7,100 24 8
Nolan Rd to Mor an Ave N 900 24 8
Z36th St to 240th St 2,200 �4 8
Nolan Rd to West End 1,600 24 8
Nolan Rd to�ren Rd 5,200 24 8
Parrish Rd to East End 1,900 22 8
240th St to South End 1,400 20 8
TH 97 to West End 300 20 8
Olinda Trl N to Olinda Trl N � 2,90G 2� 9
Oakhill Rd N to Olinda Ln N i,850 24 9
215th St to North End 975 22 9
TH 97 to South End 1,400 24 9
Newberry Ave to West End 700 �4 9
Mannin Trl to Lofton Ave 5,20G 24 9
240th North g
TH 97 to 205th St. N 3,100 34 10
Odell Ave tc South End 350 34 10
Odell Ave. to East End 750 34 1 G
Odell Ave. to West End 500 34 1 C
209th St. to Penrose 1,900 24 1C
Penrose Ave to East End 1,OOG 24 1G
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Street Pavement PASER
Location Length Width Rating
TH 97 to South 800 24 10
Lofton Ave to West End 1,2Z0 18 10
Oakhill Rd to South End 2,100 16 1 G
209th St to West End 3,800 20 1G
TH 95 to Quadrant Ave 1,600 20 1C
209th St to North End 500 20 1 C
TH 95 to Quentin Ave 700 20 10
North of 235th St to South of 235th 1,700 �0 10
Meadowbrook to West End 3500 18 10
CSAH 3 to East End 800 22 10
TH 95 to Quar Ave. 1,400 22 10
Mor an Ave to Oldfield Ave 7,700 24 10
Mannin Trl to West City Limits 2,600 24 10
Mannin Trl to East End 1,300 18 10
Contract Unit Total
No. Item Unit Quantity Price Amount
CHANGE ORDER NO. 1
1 ROUTE AND SEAL L65 26991.87 g1.23 533,200.00
TOTAL CHANGE ORDER NO. 1: E33.200.00
jr;Vi�9'�.:9�'lf�)1>.I:
Original Contract Amount $86 800.00
Previous Change Orders $0.00
This Change Order $33 200.00
Revised Contract Amount(including this change order) $120,000 00
CHANGE IN CONTRACT TIMES
Original Contract Times:
Substantial Compietion(days or date):
Ready for final Payment{days or date);
Increase of this Change Order:
Substantial Completion(days or date):
Ready for final Payment(days or date):
Contract Time with all approved Change Orders:
Substantiai Completion (days or date):
Ready for final Payment(days or date):
Recommended for Approval by:
BONESTR00
Date:
Approved by Contractor: Approved by Owner:
ASTECH SURFACE TECHNOLOGIES CITY OF SCANDIA
Date Date
cc Owner
Contractor
Bonding Company
Bonestr�o&Assoc
Sr,;cuyl.:7��1 k)�-.Is