MICHIGAN DEPARTMENT OF TRANSPORTATION DATE : 05/04/09 PAGE : 008 -1 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST CONTRACT TIME : 10/30/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : N/A Removal of existing structure, construction of a prestressed spread concrete box beam bridge, and related approach work on 135th Avenue over Rabbit River, Allegan County. VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------------- TOTAL % OF % OF RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,160,648.35 142.2323% 100.0000% 1 08594 J. E. Kloote Contracting, Inc. $ 816,023.13 100.0000% 70.3075% 2 00170 L. W. Lamb, Inc. $ 837,165.41 102.5909% 72.1291% 3 02946 Anlaan Corporation $ 866,197.29 106.1486% 74.6305% 4 00356 Milbocker and Sons, Inc. $ 888,554.80 108.8884% 76.5568% 5 01883 Walter Toebe Construction Co. $ 999,930.18 122.5370% 86.1527% 6 00272 J. Slagter & Son Construction Co. $ 1,007,055.00 123.4101% 86.7666% 7 01501 Nashville Construction Company $ 1,081,731.64 132.5614% 93.2006% 8 00337 S-L and H Contractors Incorporated $ 1,088,927.34 133.4432% 93.8206% 9 01886 E.T. MacKenzie Company $ 1,223,020.19 149.8757% 105.3739% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 08594 |( 2 ) 00170 |ENGINEER'S ESTIMATE |J. E. Kloote Contracting, In |L. W. Lamb, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 100000.00000 100000.00| 67000.00000 67000.00| 80000.00000 80000.00 Mobilization, Max. ____ $100000.00 | | | 0020 1040001 1.000 LS | 10000.00000 10000.00| 7500.00000 7500.00| 8000.00000 8000.00 Contractor Staking | | | 0030 1040020 5.000 Hr | 75.00000 375.00| 55.00000 275.00| 0.01000 0.05 Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 3.000 Hr | 100.00000 300.00| 0.01000 0.03| 0.01000 0.03 Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 3.000 Hr | 125.00000 375.00| 0.01000 0.03| 0.01000 0.03 Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 11.000 Sta | 1500.00000 16500.00| 200.00000 2200.00| 200.00000 2200.00 _ Clearing, Modified | | | 0070 2040008 1598.000 Ft | 1.50000 2397.00| 1.00000 1598.00| 0.75000 1198.50 Guardrail, Rem | | | 0080 2050010 2344.000 Cyd | 4.25000 9962.00| 3.00000 7032.00| 3.00000 7032.00 Embankment, CIP | | | PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 08594 |( 2 ) 00170 |ENGINEER'S ESTIMATE |J. E. Kloote Contracting, In |L. W. Lamb, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 2050016 3763.000 Cyd | 5.00000 18815.00| 2.00000 7526.00| 2.00000 7526.00 Excavation, Earth | | | 0100 2050041 500.000 Cyd | 15.00000 7500.00| 3.00000 1500.00| 3.00000 1500.00 Subgrade Undercutting, Type II | | | 0110 2057002 10.000 Sta | 4000.00000 40000.00| 1000.00000 10000.00| 1000.00000 10000.00 _ Machine Grading, Modified | | | 0120 2080006 6.000 Ea | 75.00000 450.00| 90.00000 540.00| 90.00000 540.00 Erosion Control, Inlet Protection, | | | Fabric Drop | | | 0130 2080025 1000.000 Ft | 2.00000 2000.00| 2.00000 2000.00| 1.40000 1400.00 Erosion Control, Silt Fence | | | 0140 3010002 3267.000 Cyd | 8.00000 26136.00| 3.00000 9801.00| 3.00000 9801.00 Subbase, CIP | | | 0150 3020016 5623.000 Syd | 5.00000 28115.00| 2.20000 12370.60| 2.20000 12370.60 Aggregate Base, 6 inch | | | 0160 3070121 400.000 Ton | 15.00000 6000.00| 13.00000 5200.00| 12.00000 4800.00 Shoulder, Cl II | | | 0170 4010831 1.000 Ea | 410.00000 410.00| 350.00000 350.00| 330.00000 330.00 Culv End Sect, 12 inch | | | 0180 4020748 526.000 Ft | 34.00000 17884.00| 12.00000 6312.00| 10.25000 5391.50 Sewer, Cl II, 12 inch, Tr Det B | | | 0190 4021275 526.000 Ft | 3.00000 1578.00| 1.80000 946.80| 2.25000 1183.50 Video Taping Sewer and Culv Pipe | | | 0200 4030005 6.000 Ea | 1200.00000 7200.00| 1000.00000 6000.00| 1000.00000 6000.00 Dr Structure, 48 inch dia | | | 0210 4030051 3000.000 Lb | 1.50000 4500.00| 1.10000 3300.00| 1.00000 3000.00 Dr Structure Cover | | | 0220 4030061 4.000 Ea | 150.00000 600.00| 50.00000 200.00| 50.00000 200.00 Dr Structure, Tap, 6 inch | | | 0230 4040063 510.000 Ft | 5.00000 2550.00| 2.00000 1020.00| 1.75000 892.50 Underdrain, Subbase, 6 inch | | | 0240 4040093 8.000 Ft | 10.00000 80.00| 25.00000 200.00| 5.00000 40.00 Underdrain Outlet, 6 inch | | | 0250 5020031 950.000 Ton | 85.00000 80750.00| 61.00000 57950.00| 57.10000 54245.00 HMA, 3C | | | 0260 5020032 380.000 Ton | 90.00000 34200.00| 65.00000 24700.00| 63.41000 24095.80 HMA, 4C | | | 0270 6020208 86.000 Ft | 20.00000 1720.00| 12.00000 1032.00| 10.00000 860.00 Joint, Expansion, E3 | | | 0280 6027011 312.000 Syd | 70.00000 21840.00| 70.00000 21840.00| 71.00000 22152.00 _ Concrete Approach Slab | | | PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 08594 |( 2 ) 00170 |ENGINEER'S ESTIMATE |J. E. Kloote Contracting, In |L. W. Lamb, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0350 8070000 1107.000 Ft | 16.00000 17712.00| 12.10000 13394.70| 12.05000 13339.35 Guardrail, Type B | | | 0360 8070010 125.000 Ft | 20.00000 2500.00| 14.00000 1750.00| 13.68000 1710.00 Guardrail, Curved, Type B | | | 0370 8070042 2.000 Ea | 2000.00000 4000.00| 1900.00000 3800.00| 1895.00000 3790.00 Guardrail Approach Terminal, Type 2B | | | 0380 8070080 30.000 Ea | 5.00000 150.00| 28.00000 840.00| 4.00000 120.00 Guardrail Reflector | | | 0390 8077050 4.000 Ea | 1500.00000 6000.00| 1200.00000 4800.00| 1150.00000 4600.00 _ Guardrail Anch, Bridge, Det T3, | | | Modified | | | 0400 8120005 5.000 Ea | 150.00000 750.00| 120.00000 600.00| 120.00000 600.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0410 8120006 5.000 Ea | 150.00000 750.00| 1.00000 5.00| 1.00000 5.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0420 8120050 1.000 LS | 500.00000 500.00| 2500.00000 2500.00| 4500.00000 4500.00 Minor Traf Devices | | | 0430 8120120 367.000 Sft | 5.00000 1835.00| 4.00000 1468.00| 4.00000 1468.00 Sign, Type B, Temp, Furn | | | 0440 8120121 367.000 Sft | 2.50000 917.50| 1.00000 367.00| 1.00000 367.00 Sign, Type B, Temp, Oper | | | 0450 8130010 2.000 Syd | 45.00000 90.00| 55.00000 110.00| 30.00000 60.00 Riprap, Plain | | | 0460 8160020 146.000 Lb | 2.50000 365.00| 1.20000 175.20| 1.10000 160.60 Fertilizer, Chemical Nutrient, Cl A | | | 0470 8160027 3081.000 Syd | 1.75000 5391.75| 1.20000 3697.20| 1.00000 3081.00 Mulch Blanket | | | 0480 8160038 141.000 Lb | 4.00000 564.00| 3.00000 423.00| 3.00000 423.00 Seeding, Mixture TGM | | | 0490 8160062 3081.000 Syd | 3.00000 9243.00| 1.00000 3081.00| 1.00000 3081.00 Topsoil Surface, Furn, 4 inch | | | SECTION TOTALS | $ 493,005.25| $ 295,404.56| $ 302,063.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 0290 7040001 8000.000 Sft | 25.00000 200000.00| 17.00000 136000.00| 16.50000 132000.00 Steel Sheet Piling, Permanent | | | 0300 7047051 1.000 LS | 25000.00000 25000.00| 7500.00000 7500.00| 10000.00000 10000.00 _ Steel Sheet Piling, Galv | | | PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 08594 |( 2 ) 00170 |ENGINEER'S ESTIMATE |J. E. Kloote Contracting, In |L. W. Lamb, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0310 7047051 1.000 LS | 2500.00000 2500.00| 1500.00000 1500.00| 1500.00000 1500.00 _ Steel Sheet Piling, Permanent, End | | | Section | | | 0320 7070001 15500.000 Lb | 1.50000 23250.00| 0.25000 3875.00| 0.80000 12400.00 Structural Steel, Rolled Shape, Furn | | | and Fab | | | 0330 7070002 15500.000 Lb | 0.25000 3875.00| 0.15000 2325.00| 0.25000 3875.00 Structural Steel, Rolled Shape, Erect | | | 0340 7120042 10.000 Ea | 25.00000 250.00| 25.00000 250.00| 20.00000 200.00 Bolt, Adhesive Anchored, 3/4 inch | | | 0500 2040010 100.000 Cyd | 75.00000 7500.00| 25.00000 2500.00| 15.00000 1500.00 Masonry and Conc Structure, Rem | | | 0510 2040020 1.000 LS | 25000.00000 25000.00| 20000.00000 20000.00| 43500.00000 43500.00 Structures, Rem | | | 0520 2060002 202.000 Cyd | 15.00000 3030.00| 14.00000 2828.00| 15.00000 3030.00 Backfill, Structure, CIP | | | 0530 2060010 885.000 Cyd | 11.00000 9735.00| 6.00000 5310.00| 6.00000 5310.00 Excavation, Fdn | | | 0540 2080011 4.000 Ea | 200.00000 800.00| 150.00000 600.00| 100.00000 400.00 Erosion Control, Filter Bag | | | 0550 2087001 200.000 Ft | 10.00000 2000.00| 4.00000 800.00| 9.00000 1800.00 _ Turbidity Curtain (Shallow) | | | 0560 7040007 1.000 LS | 5000.00000 5000.00| 4500.00000 4500.00| 750.00000 750.00 Cofferdams (Exist Abut A) | | | 0570 7040007 1.000 LS | 5000.00000 5000.00| 4500.00000 4500.00| 750.00000 750.00 Cofferdams (Exist Abut B) | | | 0580 7040007 1.000 LS | 5000.00000 5000.00| 4500.00000 4500.00| 15000.00000 15000.00 Cofferdams (Prop Abut A) | | | 0590 7040007 1.000 LS | 5000.00000 5000.00| 4500.00000 4500.00| 15000.00000 15000.00 Cofferdams (Prop Abut B) | | | 0600 7057001 2265.000 Ft | 30.00000 67950.00| 21.00000 47565.00| 25.00000 56625.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0610 7057050 2.000 Ea | 1100.00000 2200.00| 1500.00000 3000.00| 500.00000 1000.00 _ Test Pile, Steel, 12 inch, LRFD (B02 | | | of 03-10-20) | | | 0620 7057051 1.000 LS | 15000.00000 15000.00| 23000.00000 23000.00| 20000.00000 20000.00 _ Pile Driving Equipment, Furn, LRFD | | | 0630 7060004 48.000 Cyd | 200.00000 9600.00| 0.01000 0.48| 130.00000 6240.00 Conc, Grade T | | | 0640 7060010 135.000 Cyd | 375.00000 50625.00| 365.00000 49275.00| 350.00000 47250.00 Substructure Conc | | | PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 08594 |( 2 ) 00170 |ENGINEER'S ESTIMATE |J. E. Kloote Contracting, In |L. W. Lamb, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 7060020 112.000 Cyd | 350.00000 39200.00| 400.00000 44800.00| 115.00000 12880.00 Superstructure Conc | | | 0660 7060022 1.000 LS | 6000.00000 6000.00| 20000.00000 20000.00| 20000.00000 20000.00 Superstructure Conc, Form, Finish, and | | | Cure | | | 0670 7060035 24757.000 Lb | 1.30000 32184.10| 1.10000 27232.70| 0.85000 21043.45 Reinforcement, Steel, Epoxy Coated | | | 0680 7067051 1.000 LS | 2000.00000 2000.00| 5500.00000 5500.00| 7250.00000 7250.00 _ Conc Surface Coating (B02 of 03-10-20 | | | 0690 7070065 39.000 Sft | 45.00000 1755.00| 0.01000 0.39| 25.00000 975.00 Bearing, Elastomeric, 1 inch | | | 0700 7080065 553.000 Ft | 140.00000 77420.00| 115.00000 63595.00| 110.50000 61106.50 Prest Conc Box Beam, Furn, 27 inch | | | 0710 7080066 553.000 Ft | 20.00000 11060.00| 12.00000 6636.00| 20.00000 11060.00 Prest Conc Box Beam, Erect, 27 inch | | | 0720 7100001 339.000 Sft | 5.00000 1695.00| 4.00000 1356.00| 3.00000 1017.00 Joint Waterproofing | | | 0730 7117001 158.000 Ft | 133.00000 21014.00| 115.00000 18170.00| 80.00000 12640.00 _ Bridge Railing, Open Parapet Type | | | 0740 8137031 200.000 Ton | 35.00000 7000.00| 45.00000 9000.00| 45.00000 9000.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 667,643.10| $ 520,618.57| $ 535,101.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,160,648.35| $ 816,023.13| $ 837,165.41 ==================================================================================================================================== PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 02946 |( 4 ) 00356 |( 5 ) 01883 |Anlaan Corporation |Milbocker and Sons, Inc. |Walter Toebe Construction Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 100000.00000 100000.00| 100000.00000 100000.00| 100000.00000 100000.00 Mobilization, Max. ____ $100000.00 | | | 0020 1040001 1.000 LS | 6800.00000 6800.00| 5500.00000 5500.00| 8000.00000 8000.00 Contractor Staking | | | 0030 1040020 5.000 Hr | 55.00000 275.00| 1.01000 5.05| 55.00000 275.00 Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 3.000 Hr | 0.01000 0.03| 1.01000 3.03| 0.01000 0.03 Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 3.000 Hr | 0.01000 0.03| 1.01000 3.03| 0.01000 0.03 Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 11.000 Sta | 200.00000 2200.00| 500.00000 5500.00| 910.00000 10010.00 _ Clearing, Modified | | | 0070 2040008 1598.000 Ft | 0.75000 1198.50| 0.76000 1214.48| 0.75000 1198.50 Guardrail, Rem | | | 0080 2050010 2344.000 Cyd | 3.00000 7032.00| 4.00000 9376.00| 4.93000 11555.92 Embankment, CIP | | | 0090 2050016 3763.000 Cyd | 2.00000 7526.00| 3.00000 11289.00| 3.74000 14073.62 Excavation, Earth | | | 0100 2050041 500.000 Cyd | 3.00000 1500.00| 10.00000 5000.00| 4.59000 2295.00 Subgrade Undercutting, Type II | | | 0110 2057002 10.000 Sta | 1000.00000 10000.00| 1500.00000 15000.00| 279.67000 2796.70 _ Machine Grading, Modified | | | 0120 2080006 6.000 Ea | 90.00000 540.00| 100.00000 600.00| 101.06000 606.36 Erosion Control, Inlet Protection, | | | Fabric Drop | | | 0130 2080025 1000.000 Ft | 1.40000 1400.00| 2.00000 2000.00| 1.42000 1420.00 Erosion Control, Silt Fence | | | 0140 3010002 3267.000 Cyd | 3.00000 9801.00| 6.00000 19602.00| 5.71000 18654.57 Subbase, CIP | | | 0150 3020016 5623.000 Syd | 2.20000 12370.60| 5.00000 28115.00| 3.78000 21254.94 Aggregate Base, 6 inch | | | 0160 3070121 400.000 Ton | 12.00000 4800.00| 10.00000 4000.00| 12.68000 5072.00 Shoulder, Cl II | | | 0170 4010831 1.000 Ea | 330.00000 330.00| 400.00000 400.00| 348.62000 348.62 Culv End Sect, 12 inch | | | 0180 4020748 526.000 Ft | 10.25000 5391.50| 22.00000 11572.00| 16.92000 8899.92 Sewer, Cl II, 12 inch, Tr Det B | | | PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 02946 |( 4 ) 00356 |( 5 ) 01883 |Anlaan Corporation |Milbocker and Sons, Inc. |Walter Toebe Construction Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 4021275 526.000 Ft | 1.50000 789.00| 2.00000 1052.00| 1.50000 789.00 Video Taping Sewer and Culv Pipe | | | 0200 4030005 6.000 Ea | 1000.00000 6000.00| 1100.00000 6600.00| 969.56000 5817.36 Dr Structure, 48 inch dia | | | 0210 4030051 3000.000 Lb | 1.00000 3000.00| 1.30000 3900.00| 1.09000 3270.00 Dr Structure Cover | | | 0220 4030061 4.000 Ea | 50.00000 200.00| 75.00000 300.00| 362.26000 1449.04 Dr Structure, Tap, 6 inch | | | 0230 4040063 510.000 Ft | 1.75000 892.50| 4.25000 2167.50| 2.63000 1341.30 Underdrain, Subbase, 6 inch | | | 0240 4040093 8.000 Ft | 5.00000 40.00| 6.00000 48.00| 22.99000 183.92 Underdrain Outlet, 6 inch | | | 0250 5020031 950.000 Ton | 57.10000 54245.00| 57.71000 54824.50| 57.67000 54786.50 HMA, 3C | | | 0260 5020032 380.000 Ton | 63.41000 24095.80| 64.09000 24354.20| 64.04000 24335.20 HMA, 4C | | | 0270 6020208 86.000 Ft | 5.00000 430.00| 5.05000 434.30| 5.05000 434.30 Joint, Expansion, E3 | | | 0280 6027011 312.000 Syd | 59.84000 18670.08| 60.48000 18869.76| 67.00000 20904.00 _ Concrete Approach Slab | | | 0350 8070000 1107.000 Ft | 12.05000 13339.35| 12.18000 13483.26| 12.05000 13339.35 Guardrail, Type B | | | 0360 8070010 125.000 Ft | 13.68000 1710.00| 13.83000 1728.75| 13.68000 1710.00 Guardrail, Curved, Type B | | | 0370 8070042 2.000 Ea | 1895.00000 3790.00| 1915.28000 3830.56| 1895.00000 3790.00 Guardrail Approach Terminal, Type 2B | | | 0380 8070080 30.000 Ea | 4.00000 120.00| 4.04000 121.20| 4.00000 120.00 Guardrail Reflector | | | 0390 8077050 4.000 Ea | 1150.00000 4600.00| 1162.31000 4649.24| 1150.00000 4600.00 _ Guardrail Anch, Bridge, Det T3, | | | Modified | | | 0400 8120005 5.000 Ea | 120.00000 600.00| 121.28000 606.40| 121.20000 606.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0410 8120006 5.000 Ea | 1.00000 5.00| 1.01000 5.05| 1.01000 5.05 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0420 8120050 1.000 LS | 1250.00000 1250.00| 3500.00000 3500.00| 2500.00000 2500.00 Minor Traf Devices | | | 0430 8120120 367.000 Sft | 4.00000 1468.00| 4.04000 1482.68| 4.04000 1482.68 Sign, Type B, Temp, Furn | | | PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 02946 |( 4 ) 00356 |( 5 ) 01883 |Anlaan Corporation |Milbocker and Sons, Inc. |Walter Toebe Construction Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 8120121 367.000 Sft | 1.00000 367.00| 1.01000 370.67| 1.01000 370.67 Sign, Type B, Temp, Oper | | | 0450 8130010 2.000 Syd | 30.00000 60.00| 35.00000 70.00| 50.00000 100.00 Riprap, Plain | | | 0460 8160020 146.000 Lb | 1.10000 160.60| 1.01000 147.46| 1.25000 182.50 Fertilizer, Chemical Nutrient, Cl A | | | 0470 8160027 3081.000 Syd | 1.00000 3081.00| 0.81000 2495.61| 1.25000 3851.25 Mulch Blanket | | | 0480 8160038 141.000 Lb | 3.00000 423.00| 3.23000 455.43| 3.00000 423.00 Seeding, Mixture TGM | | | 0490 8160062 3081.000 Syd | 1.00000 3081.00| 1.75000 5391.75| 2.15000 6624.15 Topsoil Surface, Furn, 4 inch | | | SECTION TOTALS | $ 313,581.99| $ 370,067.91| $ 359,476.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 0290 7040001 8000.000 Sft | 18.00000 144000.00| 15.00000 120000.00| 19.00000 152000.00 Steel Sheet Piling, Permanent | | | 0300 7047051 1.000 LS | 1000.00000 1000.00| 4000.00000 4000.00| 0.01000 0.01 _ Steel Sheet Piling, Galv | | | 0310 7047051 1.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 3000.00000 3000.00 _ Steel Sheet Piling, Permanent, End | | | Section | | | 0320 7070001 15500.000 Lb | 0.70000 10850.00| 1.51000 23405.00| 2.00000 31000.00 Structural Steel, Rolled Shape, Furn | | | and Fab | | | 0330 7070002 15500.000 Lb | 0.20000 3100.00| 2.00000 31000.00| 1.00000 15500.00 Structural Steel, Rolled Shape, Erect | | | 0340 7120042 10.000 Ea | 15.00000 150.00| 20.00000 200.00| 90.00000 900.00 Bolt, Adhesive Anchored, 3/4 inch | | | 0500 2040010 100.000 Cyd | 10.00000 1000.00| 12.50000 1250.00| 60.00000 6000.00 Masonry and Conc Structure, Rem | | | 0510 2040020 1.000 LS | 63000.00000 63000.00| 50000.00000 50000.00| 40000.00000 40000.00 Structures, Rem | | | 0520 2060002 202.000 Cyd | 10.00000 2020.00| 12.00000 2424.00| 6.00000 1212.00 Backfill, Structure, CIP | | | 0530 2060010 885.000 Cyd | 10.00000 8850.00| 10.00000 8850.00| 5.00000 4425.00 Excavation, Fdn | | | 0540 2080011 4.000 Ea | 250.00000 1000.00| 200.00000 800.00| 400.00000 1600.00 Erosion Control, Filter Bag | | | 0550 2087001 200.000 Ft | 10.00000 2000.00| 12.00000 2400.00| 12.00000 2400.00 _ Turbidity Curtain (Shallow) | | | PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 02946 |( 4 ) 00356 |( 5 ) 01883 |Anlaan Corporation |Milbocker and Sons, Inc. |Walter Toebe Construction Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0560 7040007 1.000 LS | 1.00000 1.00| 500.00000 500.00| 100.00000 100.00 Cofferdams (Exist Abut A) | | | 0570 7040007 1.000 LS | 1.00000 1.00| 500.00000 500.00| 100.00000 100.00 Cofferdams (Exist Abut B) | | | 0580 7040007 1.000 LS | 7500.00000 7500.00| 10000.00000 10000.00| 5000.00000 5000.00 Cofferdams (Prop Abut A) | | | 0590 7040007 1.000 LS | 7500.00000 7500.00| 10000.00000 10000.00| 5000.00000 5000.00 Cofferdams (Prop Abut B) | | | 0600 7057001 2265.000 Ft | 20.00000 45300.00| 19.00000 43035.00| 28.00000 63420.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0610 7057050 2.000 Ea | 1000.00000 2000.00| 550.00000 1100.00| 1000.00000 2000.00 _ Test Pile, Steel, 12 inch, LRFD (B02 | | | of 03-10-20) | | | 0620 7057051 1.000 LS | 20000.00000 20000.00| 22500.00000 22500.00| 14000.00000 14000.00 _ Pile Driving Equipment, Furn, LRFD | | | 0630 7060004 48.000 Cyd | 100.00000 4800.00| 35.00000 1680.00| 105.00000 5040.00 Conc, Grade T | | | 0640 7060010 135.000 Cyd | 375.00000 50625.00| 200.00000 27000.00| 473.00000 63855.00 Substructure Conc | | | 0650 7060020 112.000 Cyd | 250.00000 28000.00| 200.00000 22400.00| 250.00000 28000.00 Superstructure Conc | | | 0660 7060022 1.000 LS | 30000.00000 30000.00| 10000.00000 10000.00| 65000.00000 65000.00 Superstructure Conc, Form, Finish, and | | | Cure | | | 0670 7060035 24757.000 Lb | 0.90000 22281.30| 1.00000 24757.00| 0.90000 22281.30 Reinforcement, Steel, Epoxy Coated | | | 0680 7067051 1.000 LS | 7250.00000 7250.00| 2500.00000 2500.00| 10000.00000 10000.00 _ Conc Surface Coating (B02 of 03-10-20 | | | 0690 7070065 39.000 Sft | 75.00000 2925.00| 0.01000 0.39| 0.01000 0.39 Bearing, Elastomeric, 1 inch | | | 0700 7080065 553.000 Ft | 105.00000 58065.00| 100.00000 55300.00| 105.00000 58065.00 Prest Conc Box Beam, Furn, 27 inch | | | 0710 7080066 553.000 Ft | 10.00000 5530.00| 20.00000 11060.00| 20.00000 11060.00 Prest Conc Box Beam, Erect, 27 inch | | | 0720 7100001 339.000 Sft | 3.00000 1017.00| 4.50000 1525.50| 5.00000 1695.00 Joint Waterproofing | | | 0730 7117001 158.000 Ft | 75.00000 11850.00| 100.00000 15800.00| 100.00000 15800.00 _ Bridge Railing, Open Parapet Type | | | 0740 8137031 200.000 Ton | 50.00000 10000.00| 65.00000 13000.00| 60.00000 12000.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 552,615.30| $ 518,486.89| $ 640,453.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 866,197.29| $ 888,554.80| $ 999,930.18 ==================================================================================================================================== PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00272 |( 7 ) 01501 |( 8 ) 00337 |J. Slagter & Son Constructio |Nashville Construction Compa |S-L and H Contractors Incorpo LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 100000.00000 100000.00| 41893.75000 41893.75| 100000.00000 100000.00 Mobilization, Max. ____ $100000.00 | | | 0020 1040001 1.000 LS | 6800.00000 6800.00| 7275.00000 7275.00| 6800.00000 6800.00 Contractor Staking | | | 0030 1040020 5.000 Hr | 55.00000 275.00| 0.01000 0.05| 55.00000 275.00 Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 3.000 Hr | 0.01000 0.03| 0.01000 0.03| 0.01000 0.03 Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 3.000 Hr | 0.01000 0.03| 0.01000 0.03| 0.01000 0.03 Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 11.000 Sta | 200.00000 2200.00| 300.00000 3300.00| 1000.00000 11000.00 _ Clearing, Modified | | | 0070 2040008 1598.000 Ft | 1.25000 1997.50| 1.75000 2796.50| 0.75000 1198.50 Guardrail, Rem | | | 0080 2050010 2344.000 Cyd | 3.00000 7032.00| 4.00000 9376.00| 10.00000 23440.00 Embankment, CIP | | | 0090 2050016 3763.000 Cyd | 2.00000 7526.00| 6.00000 22578.00| 7.00000 26341.00 Excavation, Earth | | | 0100 2050041 500.000 Cyd | 3.00000 1500.00| 16.00000 8000.00| 10.00000 5000.00 Subgrade Undercutting, Type II | | | 0110 2057002 10.000 Sta | 1000.00000 10000.00| 500.00000 5000.00| 560.00000 5600.00 _ Machine Grading, Modified | | | 0120 2080006 6.000 Ea | 90.00000 540.00| 150.00000 900.00| 10.00000 60.00 Erosion Control, Inlet Protection, | | | Fabric Drop | | | 0130 2080025 1000.000 Ft | 1.40000 1400.00| 2.00000 2000.00| 1.50000 1500.00 Erosion Control, Silt Fence | | | 0140 3010002 3267.000 Cyd | 3.00000 9801.00| 11.00000 35937.00| 8.00000 26136.00 Subbase, CIP | | | 0150 3020016 5623.000 Syd | 2.20000 12370.60| 6.26000 35199.98| 6.00000 33738.00 Aggregate Base, 6 inch | | | 0160 3070121 400.000 Ton | 12.00000 4800.00| 16.00000 6400.00| 15.00000 6000.00 Shoulder, Cl II | | | 0170 4010831 1.000 Ea | 330.00000 330.00| 500.00000 500.00| 400.00000 400.00 Culv End Sect, 12 inch | | | 0180 4020748 526.000 Ft | 10.25000 5391.50| 30.00000 15780.00| 20.00000 10520.00 Sewer, Cl II, 12 inch, Tr Det B | | | PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00272 |( 7 ) 01501 |( 8 ) 00337 |J. Slagter & Son Constructio |Nashville Construction Compa |S-L and H Contractors Incorpo LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 4021275 526.000 Ft | 3.80000 1998.80| 3.00000 1578.00| 1.50000 789.00 Video Taping Sewer and Culv Pipe | | | 0200 4030005 6.000 Ea | 1000.00000 6000.00| 1100.00000 6600.00| 1150.00000 6900.00 Dr Structure, 48 inch dia | | | 0210 4030051 3000.000 Lb | 1.00000 3000.00| 1.25000 3750.00| 1.50000 4500.00 Dr Structure Cover | | | 0220 4030061 4.000 Ea | 50.00000 200.00| 100.00000 400.00| 35.00000 140.00 Dr Structure, Tap, 6 inch | | | 0230 4040063 510.000 Ft | 1.75000 892.50| 5.00000 2550.00| 10.00000 5100.00 Underdrain, Subbase, 6 inch | | | 0240 4040093 8.000 Ft | 5.00000 40.00| 10.00000 80.00| 50.00000 400.00 Underdrain Outlet, 6 inch | | | 0250 5020031 950.000 Ton | 57.10000 54245.00| 57.67000 54786.50| 57.10000 54245.00 HMA, 3C | | | 0260 5020032 380.000 Ton | 63.41000 24095.80| 64.04000 24335.20| 63.41000 24095.80 HMA, 4C | | | 0270 6020208 86.000 Ft | 12.00000 1032.00| 10.00000 860.00| 5.00000 430.00 Joint, Expansion, E3 | | | 0280 6027011 312.000 Syd | 69.75000 21762.00| 60.00000 18720.00| 59.84000 18670.08 _ Concrete Approach Slab | | | 0350 8070000 1107.000 Ft | 12.75000 14114.25| 12.30000 13616.10| 12.05000 13339.35 Guardrail, Type B | | | 0360 8070010 125.000 Ft | 15.00000 1875.00| 14.00000 1750.00| 13.68000 1710.00 Guardrail, Curved, Type B | | | 0370 8070042 2.000 Ea | 2225.00000 4450.00| 2000.00000 4000.00| 1895.00000 3790.00 Guardrail Approach Terminal, Type 2B | | | 0380 8070080 30.000 Ea | 10.00000 300.00| 10.00000 300.00| 4.00000 120.00 Guardrail Reflector | | | 0390 8077050 4.000 Ea | 1400.00000 5600.00| 1195.00000 4780.00| 1150.00000 4600.00 _ Guardrail Anch, Bridge, Det T3, | | | Modified | | | 0400 8120005 5.000 Ea | 120.00000 600.00| 121.20000 606.00| 130.00000 650.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0410 8120006 5.000 Ea | 1.00000 5.00| 1.01000 5.05| 10.00000 50.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0420 8120050 1.000 LS | 25000.00000 25000.00| 1262.50000 1262.50| 300.00000 300.00 Minor Traf Devices | | | 0430 8120120 367.000 Sft | 4.00000 1468.00| 4.04000 1482.68| 3.00000 1101.00 Sign, Type B, Temp, Furn | | | PAGE : 008 -12 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00272 |( 7 ) 01501 |( 8 ) 00337 |J. Slagter & Son Constructio |Nashville Construction Compa |S-L and H Contractors Incorpo LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 8120121 367.000 Sft | 1.00000 367.00| 1.01000 370.67| 1.00000 367.00 Sign, Type B, Temp, Oper | | | 0450 8130010 2.000 Syd | 30.00000 60.00| 50.00000 100.00| 50.00000 100.00 Riprap, Plain | | | 0460 8160020 146.000 Lb | 1.10000 160.60| 2.00000 292.00| 1.00000 146.00 Fertilizer, Chemical Nutrient, Cl A | | | 0470 8160027 3081.000 Syd | 1.00000 3081.00| 1.25000 3851.25| 0.80000 2464.80 Mulch Blanket | | | 0480 8160038 141.000 Lb | 3.00000 423.00| 5.00000 705.00| 3.20000 451.20 Seeding, Mixture TGM | | | 0490 8160062 3081.000 Syd | 1.00000 3081.00| 2.00000 6162.00| 2.00000 6162.00 Topsoil Surface, Furn, 4 inch | | | SECTION TOTALS | $ 345,814.61| $ 349,879.29| $ 408,629.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 0290 7040001 8000.000 Sft | 20.00000 160000.00| 20.17000 161360.00| 17.50000 140000.00 Steel Sheet Piling, Permanent | | | 0300 7047051 1.000 LS | 5500.00000 5500.00| 15000.00000 15000.00| 20000.00000 20000.00 _ Steel Sheet Piling, Galv | | | 0310 7047051 1.000 LS | 1000.00000 1000.00| 8000.00000 8000.00| 2000.00000 2000.00 _ Steel Sheet Piling, Permanent, End | | | Section | | | 0320 7070001 15500.000 Lb | 0.75000 11625.00| 1.00000 15500.00| 1.35000 20925.00 Structural Steel, Rolled Shape, Furn | | | and Fab | | | 0330 7070002 15500.000 Lb | 0.45000 6975.00| 1.00000 15500.00| 1.00000 15500.00 Structural Steel, Rolled Shape, Erect | | | 0340 7120042 10.000 Ea | 50.00000 500.00| 30.00000 300.00| 20.00000 200.00 Bolt, Adhesive Anchored, 3/4 inch | | | 0500 2040010 100.000 Cyd | 105.00000 10500.00| 35.00000 3500.00| 75.00000 7500.00 Masonry and Conc Structure, Rem | | | 0510 2040020 1.000 LS | 57500.00000 57500.00| 30000.00000 30000.00| 45000.00000 45000.00 Structures, Rem | | | 0520 2060002 202.000 Cyd | 20.00000 4040.00| 120.00000 24240.00| 18.00000 3636.00 Backfill, Structure, CIP | | | 0530 2060010 885.000 Cyd | 10.00000 8850.00| 10.00000 8850.00| 8.00000 7080.00 Excavation, Fdn | | | 0540 2080011 4.000 Ea | 125.00000 500.00| 200.00000 800.00| 175.00000 700.00 Erosion Control, Filter Bag | | | 0550 2087001 200.000 Ft | 2.50000 500.00| 15.00000 3000.00| 20.00000 4000.00 _ Turbidity Curtain (Shallow) | | | PAGE : 008 -13 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00272 |( 7 ) 01501 |( 8 ) 00337 |J. Slagter & Son Constructio |Nashville Construction Compa |S-L and H Contractors Incorpo LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0560 7040007 1.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00 Cofferdams (Exist Abut A) | | | 0570 7040007 1.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00 Cofferdams (Exist Abut B) | | | 0580 7040007 1.000 LS | 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00 Cofferdams (Prop Abut A) | | | 0590 7040007 1.000 LS | 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00 Cofferdams (Prop Abut B) | | | 0600 7057001 2265.000 Ft | 32.00000 72480.00| 30.00000 67950.00| 22.50000 50962.50 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0610 7057050 2.000 Ea | 3000.00000 6000.00| 1000.00000 2000.00| 1000.00000 2000.00 _ Test Pile, Steel, 12 inch, LRFD (B02 | | | of 03-10-20) | | | 0620 7057051 1.000 LS | 45000.00000 45000.00| 40000.00000 40000.00| 30000.00000 30000.00 _ Pile Driving Equipment, Furn, LRFD | | | 0630 7060004 48.000 Cyd | 125.00000 6000.00| 300.00000 14400.00| 400.00000 19200.00 Conc, Grade T | | | 0640 7060010 135.000 Cyd | 338.00000 45630.00| 400.00000 54000.00| 400.00000 54000.00 Substructure Conc | | | 0650 7060020 112.000 Cyd | 150.00000 16800.00| 200.00000 22400.00| 200.00000 22400.00 Superstructure Conc | | | 0660 7060022 1.000 LS | 25000.00000 25000.00| 30000.00000 30000.00| 37000.00000 37000.00 Superstructure Conc, Form, Finish, and | | | Cure | | | 0670 7060035 24757.000 Lb | 1.00000 24757.00| 1.25000 30946.25| 1.65000 40849.05 Reinforcement, Steel, Epoxy Coated | | | 0680 7067051 1.000 LS | 9500.00000 9500.00| 10000.00000 10000.00| 7250.00000 7250.00 _ Conc Surface Coating (B02 of 03-10-20 | | | 0690 7070065 39.000 Sft | 0.01000 0.39| 100.00000 3900.00| 1.00000 39.00 Bearing, Elastomeric, 1 inch | | | 0700 7080065 553.000 Ft | 150.00000 82950.00| 140.00000 77420.00| 118.50000 65530.50 Prest Conc Box Beam, Furn, 27 inch | | | 0710 7080066 553.000 Ft | 25.00000 13825.00| 21.70000 12000.10| 24.50000 13548.50 Prest Conc Box Beam, Erect, 27 inch | | | 0720 7100001 339.000 Sft | 4.00000 1356.00| 4.00000 1356.00| 3.00000 1017.00 Joint Waterproofing | | | 0730 7117001 158.000 Ft | 100.00000 15800.00| 85.00000 13430.00| 120.00000 18960.00 _ Bridge Railing, Open Parapet Type | | | 0740 8137031 200.000 Ton | 43.26000 8652.00| 80.00000 16000.00| 55.00000 11000.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 661,240.39| $ 731,852.35| $ 680,297.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,007,055.00| $ 1,081,731.64| $ 1,088,927.34 ==================================================================================================================================== PAGE : 008 -14 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 01886 |( ) |( ) |E.T. MacKenzie Company | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 100000.00000 100000.00| | Mobilization, Max. ____ $100000.00 | | | 0020 1040001 1.000 LS | 3456.91000 3456.91| | Contractor Staking | | | 0030 1040020 5.000 Hr | 0.02000 0.10| | Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 3.000 Hr | 100.00000 300.00| | Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 3.000 Hr | 0.02000 0.06| | Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 11.000 Sta | 1015.93000 11175.23| | _ Clearing, Modified | | | 0070 2040008 1598.000 Ft | 0.79000 1262.42| | Guardrail, Rem | | | 0080 2050010 2344.000 Cyd | 11.22000 26299.68| | Embankment, CIP | | | 0090 2050016 3763.000 Cyd | 8.60000 32361.80| | Excavation, Earth | | | 0100 2050041 500.000 Cyd | 18.56000 9280.00| | Subgrade Undercutting, Type II | | | 0110 2057002 10.000 Sta | 235.20000 2352.00| | _ Machine Grading, Modified | | | 0120 2080006 6.000 Ea | 141.90000 851.40| | Erosion Control, Inlet Protection, | | | Fabric Drop | | | 0130 2080025 1000.000 Ft | 1.92000 1920.00| | Erosion Control, Silt Fence | | | 0140 3010002 3267.000 Cyd | 14.66000 47894.22| | Subbase, CIP | | | 0150 3020016 5623.000 Syd | 6.11000 34356.53| | Aggregate Base, 6 inch | | | 0160 3070121 400.000 Ton | 19.61000 7844.00| | Shoulder, Cl II | | | 0170 4010831 1.000 Ea | 640.72000 640.72| | Culv End Sect, 12 inch | | | 0180 4020748 526.000 Ft | 42.15000 22170.90| | Sewer, Cl II, 12 inch, Tr Det B | | | PAGE : 008 -15 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 01886 |( ) |( ) |E.T. MacKenzie Company | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 4021275 526.000 Ft | 1.57000 825.82| | Video Taping Sewer and Culv Pipe | | | 0200 4030005 6.000 Ea | 1475.38000 8852.28| | Dr Structure, 48 inch dia | | | 0210 4030051 3000.000 Lb | 1.35000 4050.00| | Dr Structure Cover | | | 0220 4030061 4.000 Ea | 134.40000 537.60| | Dr Structure, Tap, 6 inch | | | 0230 4040063 510.000 Ft | 6.82000 3478.20| | Underdrain, Subbase, 6 inch | | | 0240 4040093 8.000 Ft | 18.40000 147.20| | Underdrain Outlet, 6 inch | | | 0250 5020031 950.000 Ton | 59.81000 56819.50| | HMA, 3C | | | 0260 5020032 380.000 Ton | 66.43000 25243.40| | HMA, 4C | | | 0270 6020208 86.000 Ft | 11.91000 1024.26| | Joint, Expansion, E3 | | | 0280 6027011 312.000 Syd | 81.37000 25387.44| | _ Concrete Approach Slab | | | 0350 8070000 1107.000 Ft | 12.62000 13970.34| | Guardrail, Type B | | | 0360 8070010 125.000 Ft | 14.33000 1791.25| | Guardrail, Curved, Type B | | | 0370 8070042 2.000 Ea | 1985.11000 3970.22| | Guardrail Approach Terminal, Type 2B | | | 0380 8070080 30.000 Ea | 4.19000 125.70| | Guardrail Reflector | | | 0390 8077050 4.000 Ea | 1204.68000 4818.72| | _ Guardrail Anch, Bridge, Det T3, | | | Modified | | | 0400 8120005 5.000 Ea | 125.71000 628.55| | Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0410 8120006 5.000 Ea | 1.05000 5.25| | Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0420 8120050 1.000 LS | 1309.44000 1309.44| | Minor Traf Devices | | | 0430 8120120 367.000 Sft | 4.19000 1537.73| | Sign, Type B, Temp, Furn | | | PAGE : 008 -16 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 01886 |( ) |( ) |E.T. MacKenzie Company | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 8120121 367.000 Sft | 1.05000 385.35| | Sign, Type B, Temp, Oper | | | 0450 8130010 2.000 Syd | 44.11000 88.22| | Riprap, Plain | | | 0460 8160020 146.000 Lb | 2.08000 303.68| | Fertilizer, Chemical Nutrient, Cl A | | | 0470 8160027 3081.000 Syd | 1.17000 3604.77| | Mulch Blanket | | | 0480 8160038 141.000 Lb | 3.23000 455.43| | Seeding, Mixture TGM | | | 0490 8160062 3081.000 Syd | 0.68000 2095.08| | Topsoil Surface, Furn, 4 inch | | | SECTION TOTALS | $ 463,621.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 0290 7040001 8000.000 Sft | 21.28000 170240.00| | Steel Sheet Piling, Permanent | | | 0300 7047051 1.000 LS | 1.00000 1.00| | _ Steel Sheet Piling, Galv | | | 0310 7047051 1.000 LS | 8726.61000 8726.61| | _ Steel Sheet Piling, Permanent, End | | | Section | | | 0320 7070001 15500.000 Lb | 0.83000 12865.00| | Structural Steel, Rolled Shape, Furn | | | and Fab | | | 0330 7070002 15500.000 Lb | 0.95000 14725.00| | Structural Steel, Rolled Shape, Erect | | | 0340 7120042 10.000 Ea | 9.18000 91.80| | Bolt, Adhesive Anchored, 3/4 inch | | | 0500 2040010 100.000 Cyd | 71.64000 7164.00| | Masonry and Conc Structure, Rem | | | 0510 2040020 1.000 LS | 46330.00000 46330.00| | Structures, Rem | | | 0520 2060002 202.000 Cyd | 38.23000 7722.46| | Backfill, Structure, CIP | | | 0530 2060010 885.000 Cyd | 8.58000 7593.30| | Excavation, Fdn | | | 0540 2080011 4.000 Ea | 167.32000 669.28| | Erosion Control, Filter Bag | | | 0550 2087001 200.000 Ft | 8.83000 1766.00| | _ Turbidity Curtain (Shallow) | | | PAGE : 008 -17 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 03010-89177 COUNTIES : Allegan County LETTING DATE : 05/01/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 01886 |( ) |( ) |E.T. MacKenzie Company | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0560 7040007 1.000 LS | 18565.88000 18565.88| | Cofferdams (Exist Abut A) | | | 0570 7040007 1.000 LS | 18565.88000 18565.88| | Cofferdams (Exist Abut B) | | | 0580 7040007 1.000 LS | 34899.86000 34899.86| | Cofferdams (Prop Abut A) | | | 0590 7040007 1.000 LS | 32734.57000 32734.57| | Cofferdams (Prop Abut B) | | | 0600 7057001 2265.000 Ft | 22.00000 49830.00| | _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0610 7057050 2.000 Ea | 1000.00000 2000.00| | _ Test Pile, Steel, 12 inch, LRFD (B02 | | | of 03-10-20) | | | 0620 7057051 1.000 LS | 36000.00000 36000.00| | _ Pile Driving Equipment, Furn, LRFD | | | 0630 7060004 48.000 Cyd | 203.13000 9750.24| | Conc, Grade T | | | 0640 7060010 135.000 Cyd | 412.76000 55722.60| | Substructure Conc | | | 0650 7060020 112.000 Cyd | 200.00000 22400.00| | Superstructure Conc | | | 0660 7060022 1.000 LS | 68000.00000 68000.00| | Superstructure Conc, Form, Finish, and | | | Cure | | | 0670 7060035 24757.000 Lb | 0.84000 20795.88| | Reinforcement, Steel, Epoxy Coated | | | 0680 7067051 1.000 LS | 7228.09000 7228.09| | _ Conc Surface Coating (B02 of 03-10-20 | | | 0690 7070065 39.000 Sft | 1.00000 39.00| | Bearing, Elastomeric, 1 inch | | | 0700 7080065 553.000 Ft | 107.98000 59712.94| | Prest Conc Box Beam, Furn, 27 inch | | | 0710 7080066 553.000 Ft | 26.70000 14765.10| | Prest Conc Box Beam, Erect, 27 inch | | | 0720 7100001 339.000 Sft | 3.06000 1037.34| | Joint Waterproofing | | | 0730 7117001 158.000 Ft | 120.12000 18978.96| | _ Bridge Railing, Open Parapet Type | | | 0740 8137031 200.000 Ton | 52.39000 10478.00| | _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 759,398.79| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,223,020.19| $ 0.00| $ ====================================================================================================================================