The URL can be used to link to this page

Home My WebLink About11-100MARCH 8, 2011 11 -100 RESOLUTION (CARRIED 7 -0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVAL OF CHANGE ORDER NO. 1 FOR PUBLIC WORKS CONTRACT NO. 10 -04 WITH ADVANCE CONSTRUCTION, INC. FOR VARIOUS CONCRETE PAVING & UTILITY PROJECTS — NORTH SIDE PAVING PROJECT ( +$129,683.92) 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: ADVANCE CONSTRUCTION, INC. 2141 Woodale Avenue Green Bay, WI 54313 Net Increase to contract: $129,683.92 PURPOSE: See attached Change Order. BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated from: Acct. No. 311- 0410- 7480 -00000 — Sidewalk Construction Fund Acct. No. 315 - 0410 - 7480 -00000 -- Street Improvement Fund Expenditures Acct. No. 317 - 0410 - 7480 -03301 -- Special Assessments Fund — Streets Acct. No. 317 - 0410 - 7480 -03302 -- Special Assessments Fund - Sewer Acct. No. 317 - 0410 - 7480 -03303 -- Special Assessments Fund - Water Acct. No. 317 - 0410 - 7480 -03304 -- Special Assessments Fund - Sidewalks Acct. No. 317 - 0410 - 7480 -03305 -- Special Assessments Fund - Storm Water Acct. No. 541 - 1810 - 1799 -00000 -- Water Utility Construction Work in Progress Acct. No. 551 - 1910 - 1799 -00000 -- Sewer Utility Construction Work in Progress Acct. No. 561 - 2010 - 1799 -00000 -- Storm Water Utility Construction Work in Progress ( 0 Of [-KOJH ON THE WATER MEMORANDUM TO: Honorable Mayor and Members of the Common Council FROM: Steven M. Gohde, Assistant Director of Public Works DATE: March 3, 2011 RE: Change Order #1 for Public Works Contract No. 10 -04; for Advance Construction, Inc. for Concrete Paving and Utilities /North Side Paving ( +$129,683.92) BACKGROUND Change Order #1 for Contract 10 -04 is scheduled for consideration by the Common Council at the March 8, 2011 meeting. The contract was originally awarded to Advance Construction, Inc. in April of 2010. This change order is for additional work required to complete the contract and adjusts estimated quantities to actual field installed quantities. ANALYSIS Following is a summary of the significant additional work items performed for each section of the CIP. - Paving — Additional quantities of High Early Strength concrete were used to provide access, additional side street lengths were repaired to provide drainage and repair poor pavement. -Storm Sewer — Actual installed quantities were less than estimated. - Sanitary Sewer — Additional work to match existing sanitary sewer conditions. -Water Main — Additional work to adjust water main to avoid conflict with other utilities and install new water lateral to Melvin Avenue Pump Station FISCAL IMPACT Contract Section Change Order Amount CIP Budget Amount New Contract Total Concrete Paving $79,083.81 $1,897,300 $1,425,628.96 Storm Sewer - $21,410.60 $861,905 $1,643,655.25 Sanitary Sewer $19,780.53 $1,091,700 $800,443.53 Water Main $52,230.18 $1,145,500 $906,298.43 Total $129,683.92 $4,995,595 $4,776,026.17 Adequate funds are available in the relating sections of the 2010 Capital Improvement Budget. Adequate funding is available in the Storm Sewer section from other projects. RECOMMENDATIONS I recommend approval of the Change Order #1 to Contact No. 10 -04 in the amount of $129,683.92 to Advance Construction, Inc. Respectfully Submitted, Approved: Steven M. Gohde 1. Asst. Director of Public Works City Manager 1AEngineering \1 0 -04 Concrete Paving\ Project_ Information \Correspondence \Memo \CO #I exp 10- 04.doc CHANGE ORDER # 1 DATED: February 9, 2011 TO: Advance Construction Inc. 2141 Woodale Avenue Green Bay WI 54313 Your present contract with the City of Oshkosh, Contract No and changed as follows: NET INCREASE TO: SECTION I - CONCRETE PAVING NET DECREASE TO: SECTION II - STORM SEWER NET INCREASE TO: SECTION III -SANITARY SEWER NET INCREASE TO: SECTION IV -WATER MAIN NET INCREASE TO CONTRACT: Recommended: Director of Public Works 10-04 is hereby amended $79,083.81 ($21,410.60) $19,780.53 $52,230.18 $129,683.92 CITY OF OSHKOSH City Manager City Clerk Approved andjaece�� 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. Comptroller Approved as to form: City Attorney CONTRACT: 10 -04 CHANGE ORDER # 1 SECTION I - CONCRETE PAVING ITEM Pavement removal, Square CONTRACT INSTALLED NET NET COSTPER INCREASE IN DECREASE IN NUMBER DESCRIPTION UNIT QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT 101 Sidewalk and driveway PRICE PRICE 100 Pavement removal, Square complete asspecified Yards 4,970 5,379.20 409.20 $3.00 $1,227.60 101 Sidewalk and driveway removal, complete as Square specified Feet 41,630 44,193.00 2,563.00 $0.50 $1,281.50 102 Excavation, complete as Cubic specified Yards 15,290 17,980.80 2,690.80 $6.20 $16,682.96 103 7" non - reinforced concrete pavement, including integral curb, 5" base material and grading, Square complete as specified Yards 27,875 27,944.00 69.00 $26.75 $1,845.75 104 8" concrete pavement, HES, including integral curb and 6" base material and grading, complete as Square specified Yards 1,745 1,983.20 238.20 $35.27 $8,401.31 105 12" wide radius curb head, complete as specified Linear Feet 1,625 1,866.30 241.30 $12.00 $2,895.60 106 Standard 24" curb & gutter, 7" (tie -in), complete as Linear specified Feet 32 210.00 178.00 $25.00 $4,450.00 107 Standard 30" curb & gutter, 7" (tie -in), complete as Linear specified Feet 240 134.50 - 105.50 $25.00 ($2,637.50) 108 Sidewalk curb, complete as Linear specified Feet 200 60.20 - 139.80 $18.00 ($2,516.40) 109 4" concrete sidewalk, Square complete as specified Feet 22,520 23,946.00 1,426.00 $ 3.03 $4,320.78 110 6" concrete sidewalk & driveway, complete as Square specified Feet 31,555 28,692.30 - 2,862.70 $3.18 ($9,103.39) 111 3 %" asphaltic concrete driveway, complete as Square specified Feet 95 940.30 845.30 $3.91 $3,305.12 112 2" Asphaltic concrete transition with base and asphaltic curb, complete as Square specified Yards 370 243.00 - 127.00 $17.75 ($2,254.25) 113 3'/z" asphaltic concrete transition, with base, Square complete asspecified Yard 860 1,371.50 511.50 $34.85 $17,825.78 114 Furnish and install crushed stone base course, complete as specified Tons 4,590 6,277.00 1,687.00 $7.77 $13,107.99 115 Sawing, complete as Linear specified Feet 2,400 2,424.20 24.20 $1.65 $39.93 116 Furnish and install pavement ties (epoxy coated), complete as specified Each 460 376.00 -84.00 $6.00 ($504.00) 117 Adjust manholes and inlets, complete as specified Each 241 229.00 -12.00 $250.00 ($3,000.00) Page 1 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN NUMBER contract supplement, QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT complete as specified Tons 0.00 589.10 589.10 $12.00 PRICE PRICE 118 Furnish and install No. 4 reinforcing bars (epoxy coated), complete as Linear specified Feet 660 210.00 61.53 - 450.00 $1.00 $2,170.16 ($450.00) 119 Remove trees and stumps, complete as specified Inch and 6" base material and Diameter 270 238.20 -31.80 $22.00 ($699.60) 120 Furnish and install trees, Square complete as specified Each 12 9.00 241.70 -3.00 $220.00 1 $8,655.28 ($660.00) 121 Provide and install metal detectable warning plates, complete as specified Square as specified Feet 680 792.00 112.00 $27.00 $3,024.00 122 Terrace work on Broad Street, complete as specified Lump Sum 1 1.00 $5,345.00 123 Terrace work on Grand Street, complete as specified Lump Sum 1 1.00 $8,600.00 124 Terrace work on E. Melvin Avenue, complete as specified Lump Sum 1 1.00 $17,000.00 125 Terrace work on Ostertag Place, complete as specified Lump Sum 1 1.00 $150.00 126 Terrace work on Powers Street, complete as specified Lump Sum 1 1.00 $9,750.00 127 Terrace work on Rock Place, complete as specified Lump Sum 1 1.00 $600.00 128 Terrace work on E. Tennessee Avenue, complete as specified Lump Sum 1 1.00 $1,750.00 SECTION I - (BID ITEMS 100 - 128) - SUB - TOTALS $78,408.32 ($21,825.14) ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION I ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN NUMBER contract supplement, QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT complete as specified Tons 0.00 589.10 589.10 $12.00 PRICE PRICE 129 Haul contaminated soil per contract supplement, complete as specified Tons 0.00 589.10 589.10 $12.00 $7,069.20 130 8" concrete sidewalk and driveways and 6" base material and grading, Square complete as specified Yards 0.00 61.53 61.53 $35.27 $2,170.16 131 7" concrete pavement, HES, including integral curb and 6" base material and grading, complete as Square specified Yards 0.00 241.70 241.70 $35.81 1 $8,655.28 132 Furnish and install 3" clear stone breaker run used in undercut areas, complete as specified Tons 0.00 175.40 175.40 $15.29 $2,681.87 Page 2 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN CONTRACT DECREASE IN CONTRACT NUMBER DESCRIPTION UNIT QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT specified Feet 1,824 1982.30 158.30 $45.50 PRICE PRICE 133 Furnish and install 5" hot mix asphaltic pavement, Square complete asspecified Yards 0.00 12.40 12.40 - 119.00 $52.60 $652.24 ($5,414.50) 134 Remove additional concrete sidewalk to realign Linear sidewalk by Sub - Contractor Feet 508 487.50 -20.50 $46.85 ($960.43) 203 per Inspector's orders, complete as specified Square specified Feet 0.00 152.50 152.50 -38.10 $0.75 $114.38 135 Additional landscaping beyond the project limits, Lump complete as specified Sum 0.00 1.00 1.00 - 157.50 $223.00 $223.00 ($8,095.50) 136 Added hot water to concrete mix at batch plant Linear due to late season Feet 570 524.60 -45.40 $66.60 ($3,023.64) 206 installation, complete as Lump specified Sum 0.00 1.00 1.00 $934.50 $934.50 137 Additional days added to Feet 616 568.50 -47.50 $77.60 ($3,686.00) 207 contract for various additional work per letter Linear dated July 6, 2010 Days 0.00 0.00 12.00 -15.70 $0.00 ($1,461.67) ADDITIONAL WORK: C.0.#1 -(ITEMS 129-136)-SUB-TOTAL $22,500.63 $0.00 NET INCREASE TO: SECTION 1 $79,083.81 SECTION II - STORM SEWER ITEM Furnish and install 12" CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN NUMBER DESCRIPTION UNIT QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT specified Feet 1,824 1982.30 158.30 $45.50 PRICE PRICE 200 Furnish and install 12" storm sewer, complete as Linear specified Feet 1,824 1982.30 158.30 $45.50 $7,202.65 201 Furnish and install 15" storm sewer, complete as Linear specified Feet 2,248 2129.00 - 119.00 $45.50 ($5,414.50) 202 Furnish and install 18" storm sewer, complete as Linear specified Feet 508 487.50 -20.50 $46.85 ($960.43) 203 Furnish and install 21" storm sewer, complete as Linear specified Feet 919 880.90 -38.10 $49.50 204 Furnish and install 24" storm sewer, complete as Linear specified Feet 580 422.50 - 157.50 $51.40 ($8,095.50) 205 Furnish and install 36" storm sewer, complete as Linear s ' pecified Feet 570 524.60 -45.40 $66.60 ($3,023.64) 206 Furnish and install 42" storm sewer, complete as Linear specified Feet 616 568.50 -47.50 $77.60 ($3,686.00) 207 Furnish and install 48" storm sewer, complete as Linear specified Feet 222 206.30 -15.70 $93.10 ($1,461.67) Page 3of14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE /N NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT PRICE PRICE 208 Furnish and install 48" T_ CP Class III storm sewer, complete as specified Linear Feet 1 59 74.00 15.00 $93.10 $1,396.50 209 Furnish and install 38" x 60" RCP Class III storm sewer, complete as Linear specified Feet 274 228.10 -45.90 $112.15 ($5,147.69) 210 Furnish and install 48" x 76" RCP Class III storm sewer, complete as Linear specified Feet 453 438.40 -14.60 $151.85 ($2,217.01) 211 Furnish and install 4'x 6' box culvert storm sewer, Linear complete asspecified Feet 1,150 1134.20 -15.80 $218.35 ($3,449.93) 212 Furnish and install 4' x 8' box culvert storm sewer, Linear complete as specified Feet 997 980.20 -16.80 $304.00 ($5,107.20) 213 Furnish and install 4' x 6' box culvert storm sewer w /manhole riser, complete Linear as specified Feet 72 60.00 -12.00 $218.35 ($2,620.20) 214 Furnish and install 4'x 8' box culvert storm sewer w /manhole riser, complete Linear as specified Feet 48 63.00 15.00 $304.00 $4,560.00 215 Furnish and install 66" steel casing pipe, complete as Linear specified Feet 59 60.00 1.00 $1,100.00 $1,100.00 216 Furnish and install std. inlets (type 3 with 18" sump) with castings, complete as specified Each 102 102.00 $1,400.00 217 Furnish and install std. inlets (type 3 with no sump) with castings, complete as specified Each 3 4.00 1.00 $1,330.00 $1,330.00 218 Furnish and install std. Storm manhole (4' inside diameter) in 4 locations without casting, complete Vertical as specified Feet 121 117.42 -3.58 $170.00 ($608.60) 219 Furnish and install std. storm manhole (5' Inside diameter) in 3 locations without casting, complete Vertical as specified Feet 24 22.15 1 -1.85 $267.00 ($493.95) 220 Furnish and install std. storm manhole (6' Inside diameter) in 7 locations without casting, complete Vertical as specified Feet 50 50.00 $340.00 221 Furnish and install std. storm box manhole (7'x 7') in 1 location without casting, complete as Vertical specified Feet 10 28.37 18.37 $640.00 $11,756.80 Page 4 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE 1N DECREASE IN NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT PRICE PRICE 222 Furnish and install std. storm manhole riser (4' inside diameter) in 15 locations without casting, Vertical complete as specified Feet 46 47.00 1.00 $116.00 1 $116.00 223 Furnish and install std. storm inlet manhole (4' inside diameter) in 2 locations with casting, Vertical complete as specified Feet 8 8.67 0.67 $273.00 $182.91 224 Furnish and install std. storm inlet manhole (5' inside diameter) in 1 location with casting, Vertical complete as specified Feet 7 6.00 -1.00 $320.00 ($320.00) 225 Furnish and install std. storm box inlet manhole (7' x 7') in 1 location with casting, complete as Vertical specified Feet 9 0.00 -9.00 $700.00 1 ($6,300.00) 226 Furnish and install std. storm junction chambers without casting, complete as specified Each 6 6.00 $16,000.00 227 Furnish and install 6" storm lateral, complete as Linear specified Feet 3,908 3606.50 - 301.50 $38.00 ($11,457.00) 228 Furnish and install 8" storm lateral, complete as Linear specified Feet 26 36.00 10.00 $40.00 $400.00 229 Furnish and install storm lateral marker balls, complete as specified Each 290 283.00 -7.00 $13.00 ($91.00) 230 Abandon lineal feet of 8" - 12" storm sewer, complete Linear asspecified Feet 1,120 1100.00 -20.00 $3.00 ($60.00) 231 Abandon lineal feet of 15" and larger storm sewer, Linear complete as specified Feet 4,133 4100.00 -33.00 $5.00 ($165.00) 232 Abandon inlets or manholes, complete as specified Each 47 47.00 $250.00 233 Furnish, install, and maintain Type "D" inlet protection std., complete as specified Each 271 192.00 -79.00 $75.00 $5,925.00) 234 Furnish, install, and maintain silt fence, Linear com fete as specified Feet 30 0.00 -30.00 $2.00 ($60.00) 235 Furnish, install, and maintain stone bags, complete as sp ecified Each 5 0.00 -5.00 $8.00 ($40.00 236 Utility line opening, T Each complete asspecified 2 0.00 -2.00 $550.00 ($1,100.00) SECTION II - (BID ITEMS 200 - 236) - SUB - TOTALS $28,044.86 ($69,690.27) ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION If Page 5 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COSTPER INCREASE IN DECREASE IN NUMBER equipment, and materials to QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT install Type I inlet with 18" PRICE PRICE ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COSTPER INCREASEIN DECREASEIN NUMBER specified Sum QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT 238 Additional labor, PRICE PRICE 237 Additional labor, equipment, and materials to install Type I inlet with 18" sump, complete as Lump specified Sum 0.00 1.00 1.00 $1,400.00 $1,400.00 238 Additional labor, equipment, and materials to repair 18" storm sewer on Eastman St, complete as Lump specified Sum 0.00 1.00 1.00 $2,222.18 $2,222.18 239 Additional labor, equipment, and materials to remove the rock obstructions on the boring of the railroad tracks on Melvin Ave, complete as Lump specified Sum 0.00 1.00 1.00 $3,901.37 $3,901.37 240 Additional labor, equipment, and materials to install clay dam at the northeast corner of Melvin Ave. and Grove St., Lump complete as specified Sum 0.00 1.00 1.00 $3,086.16 $3,086.16 241 Additional labor, equipment, and materials to install clay dam through the intersection of Melvin and Grove, complete as Lump specified Sum 0.00 1.00 1.00 $3,000.00 $3,000.00 242 Additional labor, equipment, and materials to install weir plate in MH M- 57 to prevent storm water flow to allow completion of storm water lift station, complete as specified Lump Sum 0.00 1.00 1.00 $925.10 $925.10 243 Additional labor, equipment, and materials to move yard inlet on Melvin just west of tracks, complete as specified Lump Sum 0.00 1.00 1.00 $1,200.00 $1,200.00 244 Additional labor, equipment, and materials to recore manholes G28 and G -30 to match field conditions, complete as Lump specified Sum 0.00 1.00 1.00 $4,500.00 $4,500.00 ADDITIONAL WORK: C.O. it 1 - (ITEMS 237 - 243) - SUB -TOTAL $20,234.81 $0.00 NET DECREASE TO: SECTION II ($21,410.60) Page 6 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN JUMBER DESCRIPTION UNIT CONTRACT CONTRACT QUANTITIES QUANTITIES INCREASE DECREASE UNIT PIC ECTION III - SANITARY SEWER PRICE RE ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN JUMBER QUANTITIES QUANTITIES INCREASE I DECREASE UNIT CONTRACT I CONTRACT PRICE PRICE 300 Furnish and install 8" sanitary sewer (relay), Linear complete asspecified Feet 4,625 5038.20 413.20 $60.00 $24,792.00 301 Furnish and install 8" sanitary sewer drop, Vertical complete as specified Feet 30 15.01 -14.99 $250.00 ($3,747.50) 302 Furnish and install 10" sanitary sewer (relay), Linear complete asspecified Feet 2,950 2598.00 - 352.00 $62.00 ($21,824.00) 303 Furnish and install 12" sanitary sewer (relay), Vertical complete as specified Feet 15 10.00 -5.00 $75.00 ($375.00) 304 Furnish and install 12" sanitary sewer drop. Vertical complete as specified Feet 5 0.00 -5.00 $300.00 ($1,500.00) 305 Furnish and install 15" sanitary sewer (relay), Vertical complete as specified Feet 5 5.00 $90.00 306 Furnish and install 18" sanitary sewer (relay), Vertical complete as specified Feet 50 50.00 $96.00 307 Furnish and install 30" sanitary sewer (relay), Vertical complete as specified Feet 5 0.00 -5.00 $150.00 ($750.00) 308 Furnish and install std, sanitary manhole (4' inside diameter) in various locations, complete as specified, without casting Vertical Feet 440 473.16 33.16 $200.00 $6,632.00 309 Furnish and install 8" x 4" factory wyes or tees, complete as specified Each 1 0.00 -1.00 $40.00 ($40.00) 310 Furnish and install 8" x 6" factory wyes or tees, complete asspecified Each 100 100.00 $61.00 311 Furnish and install 10" x 6" factory wyes or tees, complete asspecified Each 30 27.00 -3.00 $95.00 ($285.00) 312 Furnish and install new 4" sanitary laterals, complete Linear as specified Feet 380 370.00 -10.00 $51.00 ($510.00) 313 Furnish and install 4'Y6" sanitary lateral relay, Linear complete as specified Feet 2,950 2785.50 - 164.50 $52.00 ($8,554.00) 314 Furnish and install sanitary lateral marker balls, complete as specified 315 Furnish and install concrete Each 255 254.00 -1.00 $13.00 collars, complete as specified Each 2 4.00 2.00 $400.00 $800.00 Page 7 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM NUMBER DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE 1N install tracer wire and tracer QUANTITIES QUANTITIES INCREASE DECREASE UNIT- CONTRACT CONTRACT 316 Core into existing manhole, wire boxes for sanitary PRICE PRICE complete as specified lateral for the storm water 317 Abandon sanitary Each 6 5.00 -1.00 $550.00 ($550.00 ) 327 manholes at various Sum 0.00 1.00 1.00 $1,353.03 $1,353.03 locations, complete as equipment, and materials to specified Each 8 8.00 $350.00 318 Abandon 8" sanitary sewer concrete ballast at the at various locations Linear complete as specified Feet 860 860.00 4.00 1 4.00 1 $2.70 $850.00 $3,400.00 319 Abandon 10" sanitary sewer at various locations, complete as specified Linear Feet 815 815.00 $3.00 320 Abandon 12" sanitary sewer at various locations, complete as specified Linear 321 Furnish and install Feet 1,040 240.00 - 800.00 $3.40 ($2,720.00) connections of new sanitary main to existing sanitary main (various locations and sizes), complete as specified Each 23 18.00 -5.00 $550.00 ($2,750.00) 322 Furnish and install 8" plug, complete as specified Each 1 1.00 $250.00 323 Furnish and install 18" casing pipe (18' lengths), complete as specified Each 1 1.00 $2,000.00 324 Furnish and install 10" x 4" factory wye or tee, complete as specified Each 1 0.00 -1.00 $80.00 ($80.00) 325 Furnish and install 4" sanitary lateral cleanout, 1 complete as specified Each 3 0.00 -3.00 $290.00 ($870.00) SECTION III - (BID ITEMS 300 - 325) - SUB - TOTALS $32,224.00 ($44,568.50) ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION III ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT PRICE PRICE 326 Additional labor, equipment, and materials to install tracer wire and tracer wire boxes for sanitary lateral for the storm water pump station, complete as Lump 327 specified Additional labor, Sum 0.00 1.00 1.00 $1,353.03 $1,353.03 equipment, and materials to jack hammer and remove concrete ballast at the connection to MH H -8, complete as specified Hrs. 0.00 4.00 1 4.00 1 $850.00 $3,400.00 Page 8 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM NUMBER DESCRIPTION UNIT CONTRACT QUANTITIES INSTALLED QUANTITIES NET INCREASE NET DECREASE COST PER UNIT INCREASE IN CONTRACT DECREASE IN CONTRACT PRICE PRICE 328 Sanitary MH #18 was built and delivered to site, upon excavation it was determined that the field conditions did not match MH #18 and manhole could not be used, therefore the city bought the manhole section and it was delivered Lump to City yard Sum 0.00 1.00 1.00 $1,604.75 $1,604.75 329 Existing field conditions did not match inverts of MH M- 16, MH M10 was substituted for MH M -16, and MH M -16 was bought by City and delivered to the City yard. Payment for additional crew time was granted for the switching of Lump manholes Sum 0.00 1.00 1.00 $3,892.25 $3,892.25 330 Additional labor, equipment, and materials to rebuild and plug MH M -8 to match existing field conditions, complete as Hrs. 0.00 4.00 4.00 1 $750.00 $3,000.00 331 Additional labor, equipment, and materials to install 8" sanitary sewer and casing pipe under the box culvert at 705 Melvin, complete as specified Lump Sum 0.00 1.00 1.00 $1,200.00 $1,200.00 332 Additional crew time and jack hammer rental to cut off existing drops and concrete casing on existing sanitary manhole at Melvin and Powers, complete as specified Hours 0.00 4.00 4.00 $850.00 $3,400.00 333 Additional crew time and jack hammer rental to cut off existing drops and concrete casing on existing sanitary manhole MH N -10 at New York Ave., complete as specified Hours 0.00 3.50 3.50 $850.00 $2,975.00 334 Additional crew time and jack hammer rental to cut off existing drops and concrete casing on existing sanitary manhole at Broad and Irving Hours 0.00 1.50 1.50 $850.00 $1,275.00 335 Additional crew time and jack hammer rental to cut off existing drops and concrete casing on existing 32" sanitary sewer on Hazel St., complete as specified Hours 0.00 3.50 150 $850.00 $2,975.00 Page 9 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM NUMBER DESCRIPTION UNIT CONTRACT QUANTITIES INSTALLED QUANTITIES NET INCREASE NET DECREASE COST PER UNIT INCREASE IN CONTRACT PRICE DECREASE IN CONTRACT PRICE 336 Existing 12" sanitary sewer UNIT QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT was slurry filled, per PRICE PRICE Inspector's request, Linear complete as specified Feet 1 0.00 800.00 800.00 1 $6.00 $4,800.00 337 Additional labor, equipment, and matreials to install additional access point to lift station lateral, Linear per City of Oshkosh Feet 325 327.00 2.00 $53.45 $106.90 402 Plumbing Inspector's orders, complete as Lump specified. Sum 0.00 1.00 1.00 $2,250.00 $2,250.00 ADDITIONAL WORK: C. 0. 1 - (ITEMS 326 - 335) - SUB -TOTAL $32,125.03 $0.00 NET INCREASE TO: SECTION III $19,780.53 SECTION IV - WATER MAIN ITEM Furnish and install 4" CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN NUMBER DESCRIPTION UNIT QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT --T PRICE PRICE 400 Furnish and install 4" ductile iron water main wlpoly wrap, complete as specified (fittings not Linear included) Feet 20 384.00 364.00 $80.00 $29,120.00 401 Furnish and install 6" ductile iron water main wlpoly wrap, complete as specified (fittings not Linear included) Feet 325 327.00 2.00 $53.45 $106.90 402 Furnish and install 8" ductile iron water main w /poly wrap, complete as specified (fittings not Linear included) Feet 6,600 7010.00 410.00 $58.00 $23,780.00 403 Furnish and install 18" ductile iron water main w /poly wrap, complete as specified (fittings not Linear included) Feet 50 49.00 -1.00 $100.00 ($100.00) 404 Furnish and install 1" water service relay, complete as specified, not including corporation and stop box Linear Feet 3,000 2917.00 -83.00 $38.00 ($3,154.00) 405 Furnish and install new 1" water service, complete as specified, not including corporation and stop box Linear Feet 40 10.00 -30.00 $39.00 ($1,170.00) 406 Furnish and install V corporation and stop box with stainless steel rod, complete as specified Each 125 122.00 -3.00 $300.00 ($900.00) Page 10 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN CONTRACT DECREASE IN CONTRACT NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 407 Furnish and install 8" x 6" tees, complete as specified Each 23 20.00 -3.00 $325.00 ($975.00) 408 Furnish and install 8" x 8" tees, complete as specified Each 7 9.00 2.00. $350.00 $700.00 409 Furnish and install 8" x 8" cross, complete as specified Each 4 4.00 $336.00 410 Furnish and install 6" valves, complete as specified Each 21 21.00 $855.00 411 Furnish and install 8" valves, complete as specified Each 44 49.00 5.00 $1,120.00 $5,600.00 412 Furnish and install 18" valves, complete as specified Each 2 2.00 $9,100.00 413 Furnish and install 6" x 6" tapping valve and sleeve, complete as specified Each 1 0.00 -1.00 $2,200.00 ($2,200.00) 414 Furnish and install 12" x 8" tapping valve and sleeve, complete as specified Each 2 0.00 -2.00 $2,888.00 $5,776.00) 415 Furnish and install 4" - 22 ' /2 degree bends, complete as specified Each 2 0.00 -2.00 $140.00 ($280.00) 416 Furnish and install 6" - 22 '/ degree bends, complete as specified Each 3 0.00 -3.00 $180.00 ($540.00) 417 Furnish and install 8" - 22 % degree bends, complete as specified Each 3 7.00 4.00 $245.00 $980.00 418 Furnish and install 4 " -45 degree bends, complete as specified Each 2 6.00 4.00 $145.00 $580.00 419 Furnish and install 6" -45 degree bends, complete as specified Each 18 34.00 16.00 $190.00 $3,040.00 420 Furnish and install 8 " -45 degree bends, complete as specified Each 34 53.00 19.00 $245.00 $4,655.00 421 Furnish and install 18" - 45 degree bends, complete as specified Each 4 4.00 $1,330.00 422 Furnish and install 8" x 4" reducer, complete as specified Each 1 2.00 1.00 $200.00 $200.00 423 Furnish and install 8" x 6" reducers, complete as specified Each 18 19.00 1.00 $215.00 $215.00 424 Relocate hydrant, complete as specified Each 2 0.00 -2.00 $800.00 ($1,600.00) 425 Furnish and install hydrants, complete as specified Each 17 20.00 3.00 $2,900.00 $8,700.00 Page 11 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE IN CONTRACT DECREASE IN CONTRACT NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE 426 Furnish and install gradeloks for hydrant branches, complete as specified Each 1 17 0.00 -17.00 1 $400.00 ($6,800.00) 427 Furnish and install connections of new water main to existing water main (various sizes and locations), complete as specified Each 28 25.00 -3.00 $1,735.00 ($5,205.00) 428 Furnish and install 6" cap, complete as specified Each 5 0.00 -5.00 $250.00 ($1,250.00) 429 Furnish and install 8" cap, complete as specified Each 7 3.00 -4.00 $300.00 ($1,200.00) 430 Cut and cap existing 4" water main, complete as specified Each 1 0.00 -1.00 $350.00 ($350.00) 431 Cut and cap existing 6" water main, complete as specified Each 3 0.00 -3.00 $380.00 ($1,140.00) 432 Cut and cap existing 8" water main, complete as specified Each 1 0.00 -1.00 $450.00 ($450.00) 433 Furnish and install 6" sleeve, complete as specified Each 5 6.00 1.00 $360.00 $360.00 434 Furnish and install 8" sleeve complete as specified Each 5 6.00 1.00 $410.00 $410.00 435 Furnish and install 10" sleeve complete as specified Each 5 0.00 -5.00 $550.00 ($2,750.00) 436 Furnish and install 12" sleeve complete as specified Each 5 1.00 -4.00 $700.00 ($2,800.00) 437 Abandon water main on Broad Street (Parkway Ave to Irving Ave), complete as Lump specified Sum 1 1.00 $1,000.00 438 Abandon water main on Grand Street (Lincoln Ave to New York Ave), Lump complete as specified Sum 1 1.00 $3,000.00 439 Abandon water main on Melvin Avenue (Eastman Ave to Hazel St), complete Lump as specified Sum 1 1.00 $3,000.00 440 Abandon water main on Powers St. (New York Ave to Nevada Ave), complete Lump as specified Sum 1 1.00 $1,000.00 441 Abandon water main on Rock Place (Grand Ave to CN RR ROW), complete as Lump specified Sum 1 1.00 $1,000.00 Page 12 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM NUMBER DESCRIPTION UNIT CONTRACT INSTALLED NET NET CO UN IT INCREASE IN DECREASE IN QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT 442 Furnish and install 2" PRICE PRICE 447 casing pipe (18 foot lengths), complete as 443 specified Furnish and install 18" Each 8 4.00 -4.00 $360.00 ($1,440.00) casing pipe (18 foot lengths), complete as 444 specified Furnish and install 36" Each 5 5.00 1.00 $2,000.00 448 casing pipe (18 foot $10,927.66 $10,927.66 lengths), complete as 449 specified Each 1 1.00 36.00 $48.00 $1,728.00 445 Furnish and install 1'/" $5,000.00 water service, complete as specified, not including corporation and stop box Linear 446 Furnish and install 1' /z" Feet 360 0.00 1.00 - 360.00 $48.00 $4,719.81 ($17,280.00) corporation and stop box with stainless steel rod, complete as specified Each 1 0.00 to save large Oak tree, -1.00 $742.00 ($742.00) SECTION IV - (BID ITEMS 400 - 446) - SUB - TOTALS ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION IV $78,446.90 ($58,102.00) ITEM NUMBER DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE !N DECREASE IN QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT PRICE PRICE 447 Additionallabor, equipment, and materials to lower 12" water main in the intersection of Broad St. and Parkway Avenue, complete as specified L.S. 0.00 1.00 1.00 448 Relay 1 -1/4" water service $10,927.66 $10,927.66 on Powers and Nevada, 449 com fete asspecified Additional labor, L. F. 0.00 36.00 36.00 $48.00 $1,728.00 equipment, and materials to install 6" x 4" tapping valve and sleeve for storm water lift station, complete as 450 specified Additional labor, L.S. 0.00 1.00 1.00 $4,719.81 $4,719.81 equipment, and materials to relocate 8" water main on Melvin St at Station 12 +45 to save large Oak tree, complete as specified 451 Additional labor , L.S. 0.00 1.00 1.00 $2,250.00 $2,250.00 equipment, and materials to remove old leaded cross and tee and replace new 6" x 6" tee on Eastman and Melvin, complete as specified L.S. 0.00 1.00 1.00 $4,058.17 $4,058.17 Page 13 of 14 CONTRACT: 10 -04 CHANGE ORDER # 1 ITEM NUMBER DESCRIPTION UNIT CONTRACT INSTALLED NET NET COST PER INCREASE 1N DECREASE IN QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT PRICE CONTRACT PRICE 452 Additionallabor, equipment, and materials to fix water main blowout on 8/30 on Grand St., 453 complete as specified Additional labor, L.S. 0.00 1.00 1.00 $1,370.00 $1,370.00 equipment, and materials to fix crack in existing water main on 8/23, complete as 454 specified Additional labor, Hrs. 0.00 1.50 1.50 $750.00 $1,125.00 equipment, and materials to temporary patch the Eastman St. and Melvin Ave. intersection where water main was extended and old water main was abandoned, complete as 455 specified Additional labor, L.S. 0.00 1.00 1.00 $2,555.09 $2,555.09 equipment, and materials to fix leaking water service at 1002 Bong Ct., complete as 456 specified Furnish and install 18" solid Hrs. 0.00 2.00 2.00 $750.00 $1,500.00 sleeve, complete as specified Each 0.00 1.00 1.00 $1,651.55 $1,651.55 ADDITIONAL WORK: C.O. # 1 (ITEMS 447 - 455) - SUB -TOTAL $31,885.28 $0.00 NET INCREASE TO: SECTION IV $52,230.18 NET INCREASE TO SECTIONS I, II, III, IV NET DECREASE TO SECTIONS I, II, III, IV NET INCREASE TO CONTRACT: $323,869.83 ($194,185.91) $129,683.92 Page 14 of 14