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2000-004 Council Resolution
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2000-004 Council Resolution
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City Council
Council Document Type
Resolutions
Meeting Date
01/10/2000
Council Meeting Type
Regular
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COMPENSATING CHANGE ORDER NO. 2 <br />CONSTRUCTION LABORER'S TRAINING FACILITY TOLTZ, KING, DUVALL, ANDERSON <br />UTILITY EXTENSION AND ASSOCIATES, INCROPORATED <br />CITY OF LINO LAKES, MINNESOTA ENGINEERS -ARCHITECTS -PLANNERS <br />LINO LAKES, MINNESOTA <br />COMMISSION NO. 11085-04 <br />ITEM QUANTITY UNIT NET <br />NO. DESCRIPTION UNIT QUANTITY TO DATE DIFFERENCE PRICE CHANGE <br />BASE BID <br />SANITARY SEWER <br />1 <br />MOBILIZATION <br />LS <br />1.0 <br />1.0 <br />0.0 <br />$ 3,500.00 <br />$ - <br />2 <br />TRANSPLANT TREE, 48" SPADE <br />TR <br />3.0 <br />2.0 <br />(1.0) <br />$ 200.00 <br />$ (200.00) <br />3 <br />CONN. TO EXISTING SAN. SEWER MH <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 7,000.00 <br />$ - <br />4 <br />CON. TO EXISTING SAN. SEW. SERVICE (6') <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 7,000.00 <br />$ - <br />5 <br />8' PVC, SDR 35 SAN. SEW. (12' - 14' DEEP) <br />LF <br />137.0 <br />187.0 <br />50.0 <br />$ 30.00 <br />$ 1,500.00 <br />6 <br />8' PVC, SDR 35 SAN. SEW. (14' - 16' DEEP) <br />LF <br />483.0 <br />496.0 <br />13.0 <br />$ 30.00 <br />$ 390.00 <br />7 <br />8" PVC, SDR 35 SAN. SEW. (24' - 26' DEEP) <br />LF <br />63.0 <br />0.0 <br />(63.0) <br />$ 100.00 <br />$ (6,300.00) <br />8 <br />8' DIP, CL.50 SAN. SEW. (PLAN DEPTH) <br />LF <br />20.0 <br />20.0 <br />0.0 <br />$ 40.00 <br />$ - <br />9 <br />CONSTRUCT 4' DIA. SAN MH, TYPE 301 <br />EA <br />3.0 <br />3.0 <br />0.0 <br />$ 1,300.00 <br />$ - <br />10 <br />EXTRA DEPTH OF 4' DIA. SANTARY MH <br />LF <br />20.87 <br />12.66 <br />(8.2) <br />$ 75.00 <br />$ (615.75) <br />11 <br />SANITARY SEWER OUTSIDE DROP <br />LF <br />8.15 <br />8.15 <br />0.0 <br />$ 190.00 <br />$ - <br />12 <br />6" ON 8' PVC, SDR 35 WYE BRANCH <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 200.00 <br />$ - <br />13 <br />6" PVC, SDR 26 SERVICE PIPE <br />LF <br />12.0 <br />11.0 <br />(1.0) <br />$ 40.00 <br />$ (40.00), <br />14 <br />TELEVISING SAN. SEWER <br />LF <br />703.0 <br />703.0 <br />0.0 <br />$ 1.00 <br />$ - <br />15 <br />TRENCH STABILIZATION ROCK <br />CY <br />70.0 <br />48.5 <br />(21.5) <br />$ 15.00 <br />$ (322.50) <br />SUBTOTAL - SANITARY SEWER <br />$ (5,588.25) <br />WATERMAIN <br />1 <br />CON. TO EXISTING WATERMAIN (16") <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 3,000.00 <br />$ - <br />2 <br />CON. TO EXISTING WATER SERVICE (8") <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 3,000.00 <br />$ - <br />3 <br />6" DIP, CL. 52 WATERMAIN <br />LF <br />10.0 <br />12.0 <br />2.0 <br />$ 20.00 <br />$ 40.00 <br />4 <br />8" DIP, CL. 52 WATERMAIN <br />LF <br />745.0 <br />738.0 <br />(7.0) <br />$ 16.00 <br />$ (112.00) <br />5 <br />16" DIP, CL. 52 WATERMAIN <br />LF <br />49.0 <br />57.0 <br />8.0 <br />$ 30.00 <br />$ 240.00 <br />6 <br />6' RES. SEAT GATE VALVE & BOX <br />EA <br />2.0 <br />2.0 <br />0.0 <br />$ 540.00 <br />$ - <br />7 <br />8' RES. SEAT GAVE VALVE & BOX <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 600.00 <br />$ - <br />8 <br />16" BUTTERFLY VALVE & BOX <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 4,500.00 <br />$ - <br />9 <br />6" HYDRANT (9'-0" BURY) <br />EA <br />2.0 <br />2.0 <br />0.0 <br />$ 1,300.00 <br />$ - <br />10 <br />MJ DIP FITTINGS <br />LB <br />1048.0 <br />1084.0 <br />36.0 <br />$ 1.90 <br />$ 68.40 <br />11 <br />TRENCH STABILIZATION ROCK <br />CY <br />70.0 <br />48.5 <br />(21.5) <br />$ 0.01 <br />$ (0.21) <br />SUBTOTAL - WATERMAIN <br />$ 236.19 <br />STORM SEWER <br />1 <br />SALVAGE & REINSTALL 21' CMP CULVERT <br />LF <br />30.0 <br />30.0 <br />0.0 <br />$ 20.00 <br />$ - <br />2 <br />SALVAGE & REINSTALL 21" GS APRONS <br />EA <br />2.0 <br />0.0 <br />(2.0) <br />$ 240.00 <br />$ (480.00) <br />SUBTOTAL - STORM SEWER <br />$ (480.00) <br />STREETS & RESTORATION <br />1 <br />REMOVE EXISTING BIT. PAVEMENT <br />SY <br />408.0 <br />240.0 <br />(168.0) <br />$ 2.70 <br />$ (453.60) <br />2 <br />BIT. DRIVEWAY REPLACEMENT <br />SY <br />408.0 <br />193.0 <br />(215.0) <br />$ 70.00 <br />$ (15,050.00) <br />3 <br />TOPSOIL BORROW <br />CY <br />240.0 <br />0.0 <br />(240.0) <br />$ 7.00 <br />$ (1,680.00) <br />4 <br />ROADSIDE SEEDING <br />AC <br />0.44 <br />0.50 <br />0.1 <br />$ 1,000.00 <br />$ 60.00 <br />5 <br />SEED, MIXTURE 650 <br />LB <br />33.0 <br />50.0 <br />17.0 <br />$ 5.00 <br />$ 85.00 <br />6 <br />SILT FENCE <br />LF <br />100.0 <br />0.0 <br />(100.0) <br />$ 2.00 <br />$ (200.00) <br />SUBTOTAL - STREETS & RESTORATION <br />$ (17,238.60) <br />ALTERNATE NO. 1 <br />SANITARY SEWER <br />1 <br />CON. TO EXISTING SAN. SEWER MH <br />EA <br />1.0 <br />1.0 <br />0.0 <br />$ 5,000.00 <br />$ - <br />2 <br />21" PVC, SDR 35 SAN. SEW. (24' - 26' DEEP) <br />LF <br />30.0 <br />30.0 <br />0.0 <br />$ 150.00 <br />$ <br />3 <br />21' PVC SAN SEWER THROUGH CASING <br />LF <br />60.0 <br />60.0 <br />0.0 <br />$ 50.00 <br />$ - <br />4 <br />CASING PIPE (30' STEEL) <br />LF <br />90.0 <br />60.0 <br />(30.0) <br />$ 310.00 <br />$ (9,300.00) <br />5 <br />TELEVISING SAN. SEWER <br />LF <br />90.0 <br />90.0 <br />0.0 <br />$ 1.00 <br />$ - <br />SUBTOTAL - SANITARY SEWER, ALT. NO. 1 <br />$ (9,300.00) <br />WATERMAIN <br />1 <br />16" MJ DIP, CL. 52 WATERMAIN <br />LF <br />4.0 <br />0.0 <br />(4.0) <br />$ 100.00 <br />$ (400.00) <br />2 <br />16" MJ DIP WM. THROUGH CASING <br />LF <br />60.0 <br />60.0 <br />0.0 <br />$ 60.00 <br />$ <br />3 <br />CASING PIPE (30" STEEL) <br />LF <br />60.0 <br />60.0 <br />0.0 <br />$ 190.00 <br />$ - <br />4 <br />1' COPPER SERVICE <br />LF <br />10.0 <br />0.0 <br />(10.0) <br />$ 20.00 <br />$ (200.00) <br />5 <br />1' CORPORATION STOP <br />EA <br />1.0 <br />0.0 <br />(1.0) <br />$ 200.00 <br />$ (200.00) <br />6 <br />1" CURB STOP & BOX <br />EA <br />1.0 <br />0.0 <br />(1.0) <br />$ 200.00 <br />$ (200.00) <br />7 <br />MJ DIP FITTINGS <br />LB <br />150.0 <br />150.0 <br />0.0 <br />$ 2.00 <br />$ <br />SUBTOTAL - WATERMAIN, ALT. NO. 1 <br />$ (1,000.00) <br />GRAND TOTAL BASE BID <br />$ (23,070.66) <br />GRAND TOTAL ALTERNATE NO. 1 BID <br />$ '10,300.00) <br />GRAND TOTAL BASE BID & ALTERNATE NO. 1 BID <br />$ '33,370.66) <br />
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