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Home My WebLink AboutPW CNT 06-11/Change Order # 2City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, Wisconsin 54903 -1130 (920) 236 -5065 O f H KOVH ON THE WATER February 13, 2008 Mr. Lyle Wettstein Vinton Construction Company P.O. Box 1987 Manitowoc, WI 54221 -1987 Re: Change Order #2 /Contract 06 -11 Dear Mr. Wettstein: Enclosed please find an executed copy of the Change Order between the City of Oshkosh and Vinton Construction Company regarding the above - mentioned project. If you have any questions, please call our office at (920) 236 -5065. Sincerely, C . Aar /gym., David C. Patek Director of Public Works DCP /clm Enclosure _ cc: Pam Ubrig, City Clerk (w /original) Lynn Lorenson, Assistant City Attorney (w /copy) File Copy (w /original) CHANGE ORDER # 2 DATED: January 15, 2008 TO: Vinton Construction Co. P. O. Box 1987 Manitowoc, WI 54221 -1987 Your present contract with the City of Oshkosh, Contract No. 06 -11 , is hereby amended and changed as follows: NET DECREASE TO: SECTION I - STORM SEWER (Items 1A - 33A) NET INCREASE TO: SECTION 11 -SANITARY SEWER (Items 34A- 35A) NET INCREASE TO: SECTION III -WATER MAIN NET DECREASE TO CONTRACT: Recommended: Director of Pudic Works ($38,958.91) $32.33 $959.75 ($37,966.83) nF nSHKOSH 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. gone ill E. pp ved as to form: City Atto ry Approved and accepted: Contractor CONTRACT: 06 -11 CHANGE ORDER # 2 SECTION I - STORM SEWER (Items 1A - 33A) 1A Furnish and install approx. INCREASE IN DECREASE IN ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 1A Furnish and install approx. 370 linear feet of 12" Storm Sewer, complete as specified, per linear foot Completed in 2006 2A Furnish and install approx. 127 linear feet of 15" Storm Sewer, complete as specified, per linear foot Completed in 2006 3A Furnish and install approx. 380 linear feet of 24" Storm Sewer, complete as specified, per linear foot 69.00 50.53 -18.47 $38.84 ($717.37) 4A Furnish and install approx. 32 linear feet of 27" Storm Sewer, complete as specified, per linear foot 32.001 28.93 -3.07 $85.81 ($263.44) 5A Furnish and install approx. 49 linear feet of 30" Storm Sewer, complete as specified, per linear foot Completed in 2006 6A Furnish and install approx. 945 linear feet of 36" Storm Sewer, complete as specified, per linear foot 945.00 956.071 11.07 $95.15 $1,053.31 7A Furnish and install approx. 1,405 linear feet of 42" Storm Sewer, complete as specified, per linear foot 1,405.00 1,393.52 -11.48 $106.45 $1,222.05) 8A Furnish and install approx. 464 linear feet of 48" Storm Sewer, complete as specified, per linear foot 464.001 451.38 -12.62 $119.23 ($1,504.68) 9A Furnish and install approx. 1,376 linear feet of 24" x 38" HERCP Class HE -III Storm Sewer, complete as specified, per linear foot Com leted in 2006 10A Furnish and install approx. 164 linear feet of 43" x 68" HERCP Class HE -III Storm Sewer with ra avel backfill complete as specified, per linear foot 164.00 164.001 $131.33 Page 1 •r I 1 .a CONTRACT: 06 -11 CHANGE ORDER # 2 ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER INCREASE IN CONTRACT DECREASE IN CONTRACT NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 11A Furnish and install approx. 866 linear feet of 43" x 68" HERCP Class HE -III Storm Sewer with natural backfill complete as specified, per linear foot 866.00 861.67 -4.33 1 $109.83 ($475.56 12A Furnish and install approx. two (2) 24" endwalls (Sherman Road), complete as specified, each 2.001 2.00 $1,173.00 13A Furnish and install one (1) - 24" x 38" endwall with trash guard and pipe ties, complete as specified, each Completed in 2006 14A Furnish and install one (1) 30" endwall with trash guard and pipe ties, complete as specified, each Eliminated from Contract 15A Furnish and install one (1) 43" x 68" endwall with trash guard and pipe ties, complete as specified, each 1.00 1.00 $4,290.00 16A Construct approximately 1,240 linear feet of open ditching, complete as specified, per linear foot Eliminated from Contract 17A Clean approximately 75 linear feet of existing storm ditch, complete as s ecified, per linear foot Eliminated from Contract 18A Furnish and install one (1) Std. Type I Inlet (30" inside diameter with 18" sump) with castings, complete as specified, each Completed in 2006 19A Furnish and install approx. 13.62 vertical feet of std. Storm Manhole (4' Inside Diameter) in three (3) locations with castings, complete as specified, per vertical foot 5.75 0.00 -5.75 $310.00 ($1,782.50 20A Furnish and install approx. 55.21 vertical feet of std. Storm Manhole (6' Inside Diameter) in eight (8) locations with castings, complete as specified, per vertical foot 1 31.91 29.31 -2.60 $432.67 ($1,124.94) Page 2 •f . , . CONTRACT: 06 -11 CHANGE ORDER # 2 fTEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER INCREASE IN CONTRACT DECREASE IN CONTRACT NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 21A Furnish and install approx. 57.35 vertical feet of std. Storm Manhole (8° Inside Diameter) in five (5) locations, with castings, per vertical foot 57.35 53.64 -3.71 $522.67 ($1,939.11 22A Furnish and install approx. 21.48 vertical feet of std. Storm Box Manhole in four (3) locations with castings, complete as specified, per vertical foot 21.48 19.02 -2.46 $591.67 ($1,455.51) 23A Rebuild approx. 8.07 vertical feet of std. Storm Manhole (6" Inside Diameter) in one (1) location with casting, complete as specified, per vertical foot 8.07 6.97 -1.10 $434.67 ($478.14) 24A Furnish and install approx. 90 tons of medium riprap, complete as specified, per ton 30.00 19.35 -10.65 1 $31.35 ($333.88) 25A Saw cut approx. 3,190 linear feet of asphalt pavement (Sherman Road), complete as specified, per linear foot 3,190.00 3,190.001 $1.51 26A Approx. 650 tons of 3 1/4" - 5" asphaltic concrete pavement, complete as specified, per ton 650.00 808.70 158.70 $67.85 $10,767.80 27A Approx. 560 tons of gravel shoulder restoration (Sherman Road), complete as specified, per ton 560.00 194.00 - 366.00 $19.34 $7,078.44 28A Salvage and reset ex. Berntsen Monument at E. Snell Road/ Sherman Road, complete as s ecified, lump sum 1.001 1.00 $765.00 29A Terrace, sidewalk, driveway and street restoration on Bauman Street, complete as specified, lump sum Completed in 2006 30A Terrace and street restoration on N. Main Street, complete as specified, lump sum 0.25 0.25 $8,000.00 Page 3 CONTRACT: 06 -11 CHANGE ORDER # 2 ITEM Credit item for approx. CONTRACT INSTALLED NET NET COST PER INCREASE IN CONTRACT DECREASE IN CONTRACT NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 31A Terrace restoration on QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE Sherman Road and Sherman Road Easement, complete as specified, 8,337.60 8,337.60 $4.00 ($33,350.40) 2B lump sum 1.00 1.00 $12,900.00 32A Terrace and street restoration in Winnebago County Park, complete as specified, lump sum 0.25 0.25 $18,225.00 33A Provide $1,000.00 to the 1.00 1.00 $946.00 $946.00 City of Oshkosh for project management communications, complete as specified, lump sum 1.00 1.00 $1,000.00 JCti11V1Y1 '1ICIYIJ I'M. %?41A] - 0VL;;P I W w••, _..• . 1,.-, . - -I ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION I 1 B Credit item for approx. INCREASE IN DECREASE IN ITEM DESCRIPTION CONTRACT I INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER crushed concrete base QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 1 B Credit item for approx. INCREASE IN DECREASE IN ITEM 8337.6 tons of salvaged CONTRACT I INSTALLED I NET NET I COST PER CONTRACT CONTRACT NUMBER crushed concrete base QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE course supplied by the City. Credit paid to the City per ton. 8,337.60 8,337.60 $4.00 ($33,350.40) 2B Additional cost of labor & materials to reconnect existing 21" storm sewer to storm manhole #18, per invoice #6530 dated 11/12/07, lump sum 1.00 1.00 $946.00 $946.00 ADDITIONAL WORK: C.O. # 2 - (ITEMS 1 B - 2B) - SUB -TOTAL $946.00 ($33,350.40) NET DECREASE TO: SECTION I - ($38,958.91) SECTION II - SANITARY SEWER (Items 34A - 35A) 34A Furnish and install approx. 77 linear feet of 10" Sanitary Sewer Relay (Sherman Road), complete as specified, per linear foot 77.001 78.69 1.69 $83.63 $141.33 Page 4 INCREASE IN DECREASE IN ITEM DESCRIPTION CONTRACT I INSTALLED I NET NET I COST PER CONTRACT CONTRACT NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 34A Furnish and install approx. 77 linear feet of 10" Sanitary Sewer Relay (Sherman Road), complete as specified, per linear foot 77.001 78.69 1.69 $83.63 $141.33 Page 4 CONTRACT: 06 -11 CHANGE ORDER # 2 ITEM NUMBER DESCRIPTION CONTRACT QUANTITIES INSTALLED QUANTITIES NET INCREASE NET DECREASE COST PER UNIT INCREASE IN CONTRACT PRICE DECREASE IN CONTRACT PRICE 35A Rebuild approx. 13.45 CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER vertical feet of std. Sanitary QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE Manhole with base and casting (Sherman Road), complete as specified, per 1.00 1.00 $440.75 $440.75 26 vertical foot materials to raise existing 13.451 12.85 1 -0.60 $181.67 ($109.00 SECTION II - (ITEMS 34A - 35A) - SUB - TOTAL$ $141.33 ($109.00) NET INCREASE TO: SECTION II - $32.33 SECTION 111 -WATER MAIN ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION III 1 B Additional cost of labor and INCREASE IN DECREASE IN ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT NUMBER 1 1/4" water service from QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 1 B Additional cost of labor and materials to relocate 1 1/4" water service from sanitary manhole, per invoice #6503, dated 10/31/07, lump sum 1.00 1.00 $440.75 $440.75 26 Additional cost of labor and materials to raise existing 8" watermain at Station 33 +53, per invoice #6521, dated 11/8/07, lump sum 1.00 1.00 $519.00 $519.00 ADDITIONAL WORK: C. O. It 2 - (ITEMS 1 B - 213) - SUB -TOTAL $959.75 $0.00 NET INCREASE TO: SECTION III - $959.75 NET INCREASE TO SECTIONS I, II, III $13,868.19 NET DECREASE TO SECTIONS I, II, III ($51,835.02) NET DECREASE TO CONTRACT: ($37,966.83) Page 5