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Home My WebLink About09-367SEPTEMBER 22, 2009 09 -367 RESOLUTION (CARRIED 7 -0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVAL OF CHANGE ORDER NO. 1 FOR PUBLIC WORKS CONTRACT NO. 08 -01 WITH S.J. LOUIS CONSTRUCTION, INC., FOR HAZEL STREET - NEW YORK AVENUE UTILITY RECONSTRUCTION ($59,261.89) INITIATED BY: DEPARTMENT OF PUBLIC WORKS BE IT RESOLVED by the Common Council of the City of Oshkosh that the following Change Order, a copy of which is attached, is hereby approved: S. J. LOUIS CONSTRUCTION, INC. 1351 W. BROADWAY ST. PO BOX 459 ROCKVILLE, MN 56369 Net Increase to contract: $59,261.89 PURPOSE: See attached Change Order. BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated from: Acct. No Acct. No Acct. No Acct. No Acct. No Acct. No 317- 0410- 7480 -03302 317- 0410- 7480 -03303 317- 0410- 7480 -03305 541 - 1841- 1799 -00000 551 - 1910- 1799 -00000 561- 2010- 1799 -00000 - Special Assessments Fund - Sewer - Special Assessments Fund - Water - Special Assessments Fund - Storm Water - Water Utility Construction Work in Progress - Sewer Utility Construction Work in Progress - Storm Water Utility Construction Work in Progress r CHANGE ORDER # 1 DATED: 09/03/09 TO: S. J. Louis Construction, Inc 1351 W. Broadway Street P. O. Box 459 Rockville, MN 56369 Your present contract with the City of Oshkosh, Contract No. 08 -01 , is hereby amended and changed as follows: NET INCREASE TO: WORK UNIT A - SECTION I - CONCRETE PAVING $1,102.50 NET INCREASE TO: WORK UNIT A - SECTION II -STORM SEWER $9,046.24 NET INCREASE TO: WORK UNIT A -SECTION III -SANITARY SEWER $10,864.30 NET INCREASE TO: WORK UNIT A - SECTION IV -WATER MAIN $38,248.85 NET INCREASE TO CONTRACT: $59,261.89 CITY OF OSHKOSH BY: Recommended: City Manager Director of Public Works City Clerk Approved and accepted: C" &Z4 , Contractor I certify that provision has been made to pay the liability that will accrue to the City of Oshkosh, Wisconsin, under the within Change Order. Approved as to form: Comptroller City Attorney i J CONTRACT: 08 -01 CHANGE ORDER # 1 WORK UNIT A - SECTION I - ,CONCRETE PAVING ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION I 134 Additional equipment INCREASE !N DECREASE IN INCREASE IN DECREASE IN UNIT ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT QUANTITIES NUMBER INCREASE DECREASE QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 134 Additional equipment INCREASE !N DECREASE IN ITEM needed to load asphaltic UNIT CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER paver for paving of bike QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE path in Menominee Park due to soft grade, per supplemental pay request Lump SPR #104 Lump Sum Lump Sum 1.00 1.00 $1,102.50 $1,102.50 ADDITIONAL WORK: C.O. # 1 - (ITEM 134) - SUB -TOTAL NET INCREASE TO: SECTION I WORK UNIT A - SECTION II - STORM SEWER ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION II $1,102.50 $0.00 $1,102.50 215 Additional labor, INCREASE !N DECREASE IN ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER excavate around existing QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 215 Additional labor, equipment and materials to excavate around existing 42" storm sewer and leave in place, instead of removing and replacing, Lump er SPR # 001 Sum 1.00 1.00 $3,063.60 $3,063.60 216 Additional labor, equipment and materials to excavate around existing 42" storm sewer and leave in place, instead of removing and replacing, Lump er SPR # 002 Sum 1.00 1.00 $2,870.49 $2,870.49 217 Additional labor, equipment and materials to excavate around existing 24" storm sewer not shown on plans. Once determined it was abandoned storm sewer both ends capped, per SPR # 003 Lump Sum 1.00 1.00 $1,641.49 $1,641.49 218 Additional labor, equipment and materials to excavate and repair an unmarked storm sewer, per SPR Lump #004 Sum 1.00 1 1.00 1 $470.92 $470.92 Page 1 of 3 CONTRACT: 08 -01 CHANGE ORDER # 1 219 Additional labor, equipment and materials to salvage existing inlet and 12" lead, and replace inlet per SPR #011 and SPR #012 Lump Sum 1.00 1 1.00 1 $999.74 1 $999.74 ADDITIONAL WORK: C.O. #I -(ITEMS 215-219)-SUB-TOTAL $9,046.24 $0.00 NET INCREASE TO: SECTION II $9,046.24 WORK UNIT A - SECTION III - SANITARY SEWER ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION III 336 Additional labor, equipment INCREASE IN DECREASE IN ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER excavate and repair utilities QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 336 Additional labor, equipment and materials to over excavate and repair utilities that were not shown on plans to install sanitary sewer, per SPR #006 Lump Sum 1.00 1.00 $4,168.70 $4,168.70 337 Additional labor, equipment and materials to excavate around existing utilities that were bedded in rock, which was not shown on the plans, per SPR #007 Lump Suml 1.00 1.00 $1,929.77 $1,929.77 338 Additional labor, equipment and materials to over excavate the trench in order to move improperly marked electric line, per SPR #008 Lump Sum 1.00 1.00 $2,626.26 $2,626.26 339 Additional labor, equipment and materials to over excavate the trench in order to move improperly marked electric line, per SPR #010 Lump Sum 1 1.00 1 1.00 1 j $1,389.57 340 Furnish and install 15" x 10" wye, complete as specified Each 1.00 1.00 $750.00 $750.00 ADDITIONAL WORK: C. O. # 1 - (ITEMS 336 - 340) - SUB -TOTAL $10,864.30 $0.00 NET INCREASE TO: SECTION III $10,864.30 Page 2 of 3 CONTRACT: 08 -01 CHANGE ORDER # 1 WORK UNIT A - SECTION IV - WATER MAIN 403 Furnish and install 1" water service relay, complete as specified, not including corporation and stop box Linear Foot 675.00 1,644.50 969.50 $35.00 $33,932.50 SECTION IV - (BID ITEM 403) - SUB - TOTALS $33,932.50 $0.00 ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION IV Additional labor, equipment INCREASE IN DECREASE 1N ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER existing hydrant and gate QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 403 Furnish and install 1" water service relay, complete as specified, not including corporation and stop box Linear Foot 675.00 1,644.50 969.50 $35.00 $33,932.50 SECTION IV - (BID ITEM 403) - SUB - TOTALS $33,932.50 $0.00 ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION IV 429 Additional labor, equipment INCREASE IN DECREASE !N ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER existing hydrant and gate QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 429 Additional labor, equipment and materials to remove existing hydrant and gate valve and replace with new, per Water Division request, per SPR #009 Lump Sum 1.00 1.00 $1,741.19 $1,741.19 430 Additional labor, equipment and materials to fix leaking water main per, Water Division request, per SPR #013 Lump Sum 1 1.00 1.00 $1,425.16 $1,425.16 431 Furnish and install 8" - 11 1/4 degree bend, complete asspecified Each 1.00 1.00 $350.00 $350.00 432 Furnish and install 6" - 22 1/2 degree bend, , complete asspecified Each 2.00 1 2.00 1 $250.00 $500.00 433 Furnish and install 8" X 4" reducer, complete as specified I Each 1.00 1.00 $300.00 $300.00 ADDITIONAL WORK: C.O. # 1 (ITEMS 429 - 433) - SUB -TOTAL $4,316.35 $0.00 NET INCREASE TO: SECTION IV $38,248.85 NET INCREASE TO SECTIONS I, 11, III, IV $59,261.89 NET DECREASE TO SECTIONS 1, II, III, IV $0.00 NET INCREASE TO CONTRACT: $59,261.89 Page 3 of 3 ( 0 OfHKOIH ON THE WATER MEMORANDUM TO: FROM: DATE: RE: BACKGROUND Honorable Mayor and Members of the Common Council Steven M. Gohde, Assistant Director of Public Works September 17, 2009 Change Order #1 for Public Works Contract No. 08 -01 / S. J. Louis Construction, Inc./ Hazel Street and New York Avenue Utility Reconstruction ( +$59,261.89) Change Order #1 for Contract 08 -01 is scheduled for consideration by the Common Council at the September 22, 2009 meeting. The contract was originally awarded to S.J. Louis Construction, Inc., of Rockville, MN in December of 2008. ANALYSIS Additional costs were incurred in the Paving, Sanitary Sewer, Storm Sewer and Water Main sections to adjust for existing field conditions and utilities. Some cost savings will be seen at the time of finalizing the contract due to working around existing pipes verse removing and replacing these utilities. The significant cost increase in the Water Section was the result of increasing the water lateral quantity to remove any existing lead laterals encountered and replace the entire lateral from the main to the curb stop. By replacing the entire lateral an additional joint under the pavement is avoided; this greatly reduces the likelihood of failure in the future. FISCAL IMPACT Funding for the project is in the 2008 and 2009 Capital Improvement Program Budgets including funds from prior years. The original contract was $4,656,326.00. The change order amounts are $1,102.50 for Paving, $9,046.24 for Storm Sewer, $10,864.30 for Sanitary Sewer and $38,248.85 for Water Main. RECOMMENDATIONS I recommend approval of the Change Order # 2 to Contact No. 09 -05 in the amount of $59,261.89 to S.J. Louis Construction, Inc. Respectfully Submitted, A;, )y " Steven M. Gohde Asst. Director of Public Works Approved: City Manager I: \Engineering \08 -01 Hazel & New York Interceptor, New York Storm\ Project_ Information \Correspondence\Memo \CO #I exp.doc