MICHIGAN DEPARTMENT OF TRANSPORTATION DATE : 09/08/08 PAGE : 034 -1 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST CONTRACT TIME : 08/14/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : BRO 0803(022) Removal of existing structure, construction of a prestressed spread concrete box beam bridge, and related approach work on 10th Street over Rapid River Drain, Allegan County. VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------------- TOTAL % OF % OF RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 674,332.34 110.4273% 100.0000% 1 00356 Milbocker and Sons, Inc. $ 610,657.11 100.0000% 90.5573% 2 02946 Anlaan Corporation $ 633,770.64 103.7850% 93.9849% 3 08594 J.E. Kloote Contracting, Inc. $ 635,851.46 104.1258% 94.2935% 4 00170 L.W. Lamb, Inc. $ 694,296.50 113.6966% 102.9606% 5 01501 Nashville Construction Company $ 739,507.44 121.1003% 109.6651% 6 00337 S.L. & H. Contractors, Inc. $ 740,825.45 121.3161% 109.8606% 7 01886 E.T. MacKenzie Company $ 778,720.14 127.5217% 115.4802% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00356 |( 2 ) 02946 |ENGINEER'S ESTIMATE |Milbocker and Sons, Inc. |Anlaan Corporation 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 | 60000.00000 60000.00| 60000.00000 60000.00| 60000.00000 60000.00 Mobilization, Max. ____ $60000.00 | | | 0020 1040001 1.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| 4000.00000 4000.00 Contractor Staking | | | 0030 1040020 10.000 Hr | 65.00000 650.00| 0.01000 0.10| 0.01000 0.10 Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 10.000 Hr | 130.00000 1300.00| 0.01000 0.10| 0.01000 0.10 Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 10.000 Hr | 99.00000 990.00| 0.01000 0.10| 0.01000 0.10 Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 9.000 Sta | 2200.00000 19800.00| 350.00000 3150.00| 900.00000 8100.00 _ Clearing, Modified | | | 0070 2030001 1.000 Ea | 500.00000 500.00| 500.00000 500.00| 300.00000 300.00 Culv, Rem, Less than 24 inch | | | 0080 2040009 646.000 Ft | 2.50000 1615.00| 2.00000 1292.00| 4.00000 2584.00 Fence, Rem | | | 0090 2040011 4000.000 Syd | 6.00000 24000.00| 2.00000 8000.00| 2.50000 10000.00 Pavt, Rem | | | PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00356 |( 2 ) 02946 |ENGINEER'S ESTIMATE |Milbocker and Sons, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 2050010 300.000 Cyd | 4.50000 1350.00| 6.00000 1800.00| 5.00000 1500.00 Embankment, CIP | | | 0110 2050016 2565.000 Cyd | 4.50000 11542.50| 2.00000 5130.00| 3.00000 7695.00 Excavation, Earth | | | 0120 2050041 500.000 Cyd | 9.97000 4985.00| 12.00000 6000.00| 12.00000 6000.00 Subgrade Undercutting, Type II | | | 0130 2060001 60.000 Cyd | 40.00000 2400.00| 34.80000 2088.00| 25.00000 1500.00 Aggregate, 6A | | | 0140 2080002 50.000 Ft | 20.00000 1000.00| 25.42000 1271.00| 35.00000 1750.00 Erosion Control, Check Dam, Stone | | | 0150 2080025 500.000 Ft | 2.50000 1250.00| 2.00000 1000.00| 3.00000 1500.00 Erosion Control, Silt Fence | | | 0160 3010002 2158.000 Cyd | 8.50000 18343.00| 10.00000 21580.00| 8.00000 17264.00 Subbase, CIP | | | 0170 3020001 1311.000 Ton | 12.00000 15732.00| 15.00000 19665.00| 15.00000 19665.00 Aggregate Base | | | 0180 3070121 257.000 Ton | 16.00000 4112.00| 12.00000 3084.00| 12.00000 3084.00 Shoulder, Cl II | | | 0190 4010150 80.000 Ft | 20.00000 1600.00| 15.00000 1200.00| 22.00000 1760.00 Culv, Cl F, 12 inch | | | 0200 4010152 40.000 Ft | 40.00000 1600.00| 19.62000 784.80| 28.00000 1120.00 Culv, Cl F, 18 inch | | | 0210 4010153 40.000 Ft | 55.00000 2200.00| 23.89000 955.60| 50.00000 2000.00 Culv, Cl F, 24 inch | | | 0220 4010831 4.000 Ea | 150.00000 600.00| 159.14000 636.56| 450.00000 1800.00 Culv End Sect, 12 inch | | | 0230 4010833 2.000 Ea | 220.00000 440.00| 245.69000 491.38| 650.00000 1300.00 Culv End Sect, 18 inch | | | 0240 4010835 2.000 Ea | 300.00000 600.00| 288.43000 576.86| 750.00000 1500.00 Culv End Sect, 24 inch | | | 0250 4040073 300.000 Ft | 6.33000 1899.00| 3.80000 1140.00| 6.00000 1800.00 Underdrain, Subgrade, 6 inch | | | 0260 4040093 20.000 Ft | 12.00000 240.00| 8.42000 168.40| 25.00000 500.00 Underdrain Outlet, 6 inch | | | 0270 4040113 2.000 Ea | 133.00000 266.00| 113.22000 226.44| 400.00000 800.00 Underdrain, Outlet Ending, 6 inch | | | 0280 5020032 877.000 Ton | 75.00000 65775.00| 78.50000 68844.50| 77.67000 68116.59 HMA, 4C | | | 0290 6020208 82.000 Ft | 15.00000 1230.00| 10.00000 820.00| 10.00000 820.00 Joint, Expansion, E3 | | | 0300 6027011 271.000 Syd | 75.00000 20325.00| 59.11000 16018.81| 58.50000 15853.50 _ Concrete Approach Slab | | | PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00356 |( 2 ) 02946 |ENGINEER'S ESTIMATE |Milbocker and Sons, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0310 7040001 1900.000 Sft | 30.00000 57000.00| 22.02000 41838.00| 30.00000 57000.00 Steel Sheet Piling, Permanent | | | 0320 8070000 163.000 Ft | 15.00000 2445.00| 17.18000 2800.34| 17.00000 2771.00 Guardrail, Type B | | | 0330 8070042 4.000 Ea | 2100.00000 8400.00| 2420.16000 9680.64| 2395.00000 9580.00 Guardrail Approach Terminal, Type 2B | | | 0340 8070080 30.000 Ea | 5.00000 150.00| 4.04000 121.20| 4.00000 120.00 Guardrail Reflector | | | 0350 8077050 4.000 Ea | 1500.00000 6000.00| 1510.70000 6042.80| 1495.00000 5980.00 _ Guardrail Anch, Bridge, Det T3, | | | Modified | | | 0360 8080002 900.000 Ft | 4.44000 3996.00| 3.80000 3420.00| 5.00000 4500.00 Fence, Woven Wire with Steel Post | | | 0370 8110110 1800.000 Ft | 0.33000 594.00| 0.44000 792.00| 0.44000 792.00 Pavt Mrkg, Waterborne, 4 inch, White | | | 0380 8110111 1800.000 Ft | 0.33000 594.00| 0.44000 792.00| 0.44000 792.00 Pavt Mrkg, Waterborne, 4 inch, Yellow | | | 0390 8120005 6.000 Ea | 150.00000 900.00| 176.84000 1061.04| 175.00000 1050.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0400 8120006 6.000 Ea | 50.00000 300.00| 1.01000 6.06| 1.00000 6.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0410 8120050 1.000 LS | 2000.00000 2000.00| 1288.39000 1288.39| 1500.00000 1500.00 Minor Traf Devices | | | 0420 8120120 324.000 Sft | 4.00000 1296.00| 4.55000 1474.20| 4.50000 1458.00 Sign, Type B, Temp, Furn | | | 0430 8120121 324.000 Sft | 1.50000 486.00| 1.01000 327.24| 1.00000 324.00 Sign, Type B, Temp, Oper | | | 0440 8160020 80.000 Lb | 1.50000 120.00| 1.52000 121.60| 2.00000 160.00 Fertilizer, Chemical Nutrient, Cl A | | | 0450 8160027 1700.000 Syd | 1.20000 2040.00| 1.11000 1887.00| 1.10000 1870.00 Mulch Blanket | | | 0460 8160038 77.000 Lb | 3.50000 269.50| 5.05000 388.85| 5.00000 385.00 Seeding, Mixture TGM | | | 0470 8160061 1700.000 Syd | 2.50000 4250.00| 1.81000 3077.00| 2.50000 4250.00 Topsoil Surface, Furn, 3 inch | | | SECTION TOTALS | $ 365,185.00| $ 306,542.01| $ 334,850.39 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00356 |( 2 ) 02946 |ENGINEER'S ESTIMATE |Milbocker and Sons, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0480 2040020 1.000 LS | 25000.00000 25000.00| 38000.00000 38000.00| 40000.00000 40000.00 Structures, Rem | | | 0490 2060002 220.000 Cyd | 15.00000 3300.00| 10.00000 2200.00| 10.00000 2200.00 Backfill, Structure, CIP | | | 0500 2060010 520.000 Cyd | 10.33000 5371.60| 9.00000 4680.00| 10.00000 5200.00 Excavation, Fdn | | | 0510 2080011 4.000 Ea | 300.00000 1200.00| 150.00000 600.00| 300.00000 1200.00 Erosion Control, Filter Bag | | | 0520 7040007 1.000 LS | 3000.00000 3000.00| 1.00000 1.00| 1500.00000 1500.00 Cofferdams (Exist. Abut A-B01 of | | | 03-13-07) | | | 0530 7040007 1.000 LS | 3000.00000 3000.00| 1.00000 1.00| 1500.00000 1500.00 Cofferdams (Exist. Abut B-B01 of | | | 03-13-07) | | | 0540 7040007 1.000 LS | 3000.00000 3000.00| 25000.00000 25000.00| 12000.00000 12000.00 Cofferdams (Prop. Abut A-B01 of | | | 03-13-07) | | | 0550 7040007 1.000 LS | 3000.00000 3000.00| 28500.00000 28500.00| 12000.00000 12000.00 Cofferdams (Prop. Abut B-B01 of | | | 03-13-07) | | | 0560 7050002 1.000 LS | 15000.00000 15000.00| 35750.00000 35750.00| 25000.00000 25000.00 Pile Driving Equipment, Furn (B01 of | | | 03-13-07) | | | 0570 7050020 1488.000 Ft | 33.33000 49595.04| 18.00000 26784.00| 15.00000 22320.00 Pile, CIP Conc, Furn and Driven, 12 inc | | | 0580 7050021 2.000 Ea | 1000.00000 2000.00| 500.00000 1000.00| 1000.00000 2000.00 Test Pile, CIP Conc, 12 inch | | | 0590 7060004 40.000 Cyd | 300.00000 12000.00| 130.00000 5200.00| 150.00000 6000.00 Conc, Grade T | | | 0600 7060010 122.000 Cyd | 335.00000 40870.00| 150.00000 18300.00| 325.00000 39650.00 Substructure Conc | | | 0610 7060020 67.000 Cyd | 250.00000 16750.00| 200.00000 13400.00| 150.00000 10050.00 Superstructure Conc | | | 0620 7060022 1.000 LS | 15000.00000 15000.00| 15000.00000 15000.00| 20000.00000 20000.00 Superstructure Conc, Form, Finish, and | | | Cure (B01 of 03-13-07) | | | 0630 7060032 2375.000 Sft | 1.00000 2375.00| 0.01000 23.75| 0.01000 23.75 False Decking | | | 0640 7060035 17270.000 Lb | 1.50000 25905.00| 1.40000 24178.00| 1.30000 22451.00 Reinforcement, Steel, Epoxy Coated | | | 0650 7067050 1.000 Ea | 500.00000 500.00| 750.00000 750.00| 950.00000 950.00 _ Structure Name Plate | | | PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00356 |( 2 ) 02946 |ENGINEER'S ESTIMATE |Milbocker and Sons, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0660 7070065 31.140 Sft | 5.00000 155.70| 0.01000 0.31| 125.00000 3892.50 Bearing, Elastomeric, 1 inch | | | 0670 7080061 270.000 Ft | 200.00000 54000.00| 150.00000 40500.00| 190.00000 51300.00 Prest Conc Box Beam, Furn, 21 inch | | | 0680 7080062 270.000 Ft | 45.00000 12150.00| 25.00000 6750.00| 12.00000 3240.00 Prest Conc Box Beam, Erect, 21 inch | | | 0690 7100001 432.000 Sft | 5.00000 2160.00| 4.97000 2147.04| 4.00000 1728.00 Joint Waterproofing | | | 0700 7117001 90.000 Ft | 90.00000 8100.00| 100.00000 9000.00| 100.00000 9000.00 _ Bridge Railing, Open Parapet Type | | | 0710 8130005 127.000 Syd | 45.00000 5715.00| 50.00000 6350.00| 45.00000 5715.00 Riprap, Heavy | | | SECTION TOTALS | $ 309,147.34| $ 304,115.10| $ 298,920.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 674,332.34| $ 610,657.11| $ 633,770.64 ==================================================================================================================================== PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 01501 |J.E. Kloote Contracting, Inc |L.W. Lamb, Inc. |Nashville Construction Compan 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 | 60000.00000 60000.00| 60000.00000 60000.00| 23000.00000 23000.00 Mobilization, Max. ____ $60000.00 | | | 0020 1040001 1.000 LS | 6800.00000 6800.00| 9000.00000 9000.00| 3700.00000 3700.00 Contractor Staking | | | 0030 1040020 10.000 Hr | 20.00000 200.00| 0.01000 0.10| 1.00000 10.00 Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 10.000 Hr | 25.00000 250.00| 0.01000 0.10| 100.00000 1000.00 Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 10.000 Hr | 1.00000 10.00| 0.01000 0.10| 1.00000 10.00 Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 9.000 Sta | 800.00000 7200.00| 800.00000 7200.00| 900.00000 8100.00 _ Clearing, Modified | | | 0070 2030001 1.000 Ea | 100.00000 100.00| 100.00000 100.00| 300.00000 300.00 Culv, Rem, Less than 24 inch | | | 0080 2040009 646.000 Ft | 1.00000 646.00| 1.00000 646.00| 2.00000 1292.00 Fence, Rem | | | 0090 2040011 4000.000 Syd | 3.00000 12000.00| 3.00000 12000.00| 10.00000 40000.00 Pavt, Rem | | | 0100 2050010 300.000 Cyd | 12.00000 3600.00| 12.00000 3600.00| 4.00000 1200.00 Embankment, CIP | | | 0110 2050016 2565.000 Cyd | 7.00000 17955.00| 7.00000 17955.00| 8.00000 20520.00 Excavation, Earth | | | 0120 2050041 500.000 Cyd | 8.00000 4000.00| 8.00000 4000.00| 15.00000 7500.00 Subgrade Undercutting, Type II | | | 0130 2060001 60.000 Cyd | 35.00000 2100.00| 15.00000 900.00| 35.50000 2130.00 Aggregate, 6A | | | 0140 2080002 50.000 Ft | 15.00000 750.00| 15.00000 750.00| 20.00000 1000.00 Erosion Control, Check Dam, Stone | | | 0150 2080025 500.000 Ft | 1.60000 800.00| 1.60000 800.00| 2.00000 1000.00 Erosion Control, Silt Fence | | | 0160 3010002 2158.000 Cyd | 8.00000 17264.00| 8.00000 17264.00| 9.54000 20587.32 Subbase, CIP | | | 0170 3020001 1311.000 Ton | 18.00000 23598.00| 18.00000 23598.00| 16.86000 22103.46 Aggregate Base | | | 0180 3070121 257.000 Ton | 16.00000 4112.00| 16.00000 4112.00| 13.71000 3523.47 Shoulder, Cl II | | | PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 01501 |J.E. Kloote Contracting, Inc |L.W. Lamb, Inc. |Nashville Construction Compan LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 4010150 80.000 Ft | 13.00000 1040.00| 13.00000 1040.00| 26.00000 2080.00 Culv, Cl F, 12 inch | | | 0200 4010152 40.000 Ft | 15.00000 600.00| 15.00000 600.00| 29.00000 1160.00 Culv, Cl F, 18 inch | | | 0210 4010153 40.000 Ft | 20.00000 800.00| 20.00000 800.00| 35.00000 1400.00 Culv, Cl F, 24 inch | | | 0220 4010831 4.000 Ea | 150.00000 600.00| 150.00000 600.00| 200.00000 800.00 Culv End Sect, 12 inch | | | 0230 4010833 2.000 Ea | 175.00000 350.00| 175.00000 350.00| 250.00000 500.00 Culv End Sect, 18 inch | | | 0240 4010835 2.000 Ea | 250.00000 500.00| 250.00000 500.00| 300.00000 600.00 Culv End Sect, 24 inch | | | 0250 4040073 300.000 Ft | 3.00000 900.00| 3.00000 900.00| 6.00000 1800.00 Underdrain, Subgrade, 6 inch | | | 0260 4040093 20.000 Ft | 10.00000 200.00| 10.00000 200.00| 8.00000 160.00 Underdrain Outlet, 6 inch | | | 0270 4040113 2.000 Ea | 75.00000 150.00| 75.00000 150.00| 150.00000 300.00 Underdrain, Outlet Ending, 6 inch | | | 0280 5020032 877.000 Ton | 80.00000 70160.00| 78.00000 68406.00| 77.67000 68116.59 HMA, 4C | | | 0290 6020208 82.000 Ft | 15.00000 1230.00| 10.00000 820.00| 15.00000 1230.00 Joint, Expansion, E3 | | | 0300 6027011 271.000 Syd | 90.00000 24390.00| 80.00000 21680.00| 75.00000 20325.00 _ Concrete Approach Slab | | | 0310 7040001 1900.000 Sft | 26.00000 49400.00| 30.00000 57000.00| 34.00000 64600.00 Steel Sheet Piling, Permanent | | | 0320 8070000 163.000 Ft | 19.00000 3097.00| 17.00000 2771.00| 20.00000 3260.00 Guardrail, Type B | | | 0330 8070042 4.000 Ea | 2500.00000 10000.00| 2395.00000 9580.00| 2600.00000 10400.00 Guardrail Approach Terminal, Type 2B | | | 0340 8070080 30.000 Ea | 4.00000 120.00| 4.00000 120.00| 5.00000 150.00 Guardrail Reflector | | | 0350 8077050 4.000 Ea | 1500.00000 6000.00| 1495.00000 5980.00| 1800.00000 7200.00 _ Guardrail Anch, Bridge, Det T3, | | | Modified | | | 0360 8080002 900.000 Ft | 4.00000 3600.00| 3.00000 2700.00| 5.00000 4500.00 Fence, Woven Wire with Steel Post | | | 0370 8110110 1800.000 Ft | 0.50000 900.00| 0.44000 792.00| 0.44000 792.00 Pavt Mrkg, Waterborne, 4 inch, White | | | 0380 8110111 1800.000 Ft | 0.50000 900.00| 0.44000 792.00| 0.44000 792.00 Pavt Mrkg, Waterborne, 4 inch, Yellow | | | PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 01501 |J.E. Kloote Contracting, Inc |L.W. Lamb, Inc. |Nashville Construction Compan LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0390 8120005 6.000 Ea | 300.00000 1800.00| 175.00000 1050.00| 140.00000 840.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0400 8120006 6.000 Ea | 10.00000 60.00| 0.10000 0.60| 1.00000 6.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0410 8120050 1.000 LS | 5000.00000 5000.00| 4275.00000 4275.00| 600.00000 600.00 Minor Traf Devices | | | 0420 8120120 324.000 Sft | 5.00000 1620.00| 4.50000 1458.00| 4.00000 1296.00 Sign, Type B, Temp, Furn | | | 0430 8120121 324.000 Sft | 1.00000 324.00| 1.00000 324.00| 1.00000 324.00 Sign, Type B, Temp, Oper | | | 0440 8160020 80.000 Lb | 2.00000 160.00| 2.00000 160.00| 2.00000 160.00 Fertilizer, Chemical Nutrient, Cl A | | | 0450 8160027 1700.000 Syd | 1.10000 1870.00| 1.10000 1870.00| 1.25000 2125.00 Mulch Blanket | | | 0460 8160038 77.000 Lb | 5.00000 385.00| 5.00000 385.00| 5.00000 385.00 Seeding, Mixture TGM | | | 0470 8160061 1700.000 Syd | 0.80000 1360.00| 0.80000 1360.00| 2.00000 3400.00 Topsoil Surface, Furn, 3 inch | | | SECTION TOTALS | $ 348,901.00| $ 348,588.90| $ 356,277.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 0480 2040020 1.000 LS | 10000.00000 10000.00| 59600.00000 59600.00| 15000.00000 15000.00 Structures, Rem | | | 0490 2060002 220.000 Cyd | 16.00000 3520.00| 15.00000 3300.00| 15.00000 3300.00 Backfill, Structure, CIP | | | 0500 2060010 520.000 Cyd | 9.00000 4680.00| 8.00000 4160.00| 10.00000 5200.00 Excavation, Fdn | | | 0510 2080011 4.000 Ea | 150.00000 600.00| 100.00000 400.00| 200.00000 800.00 Erosion Control, Filter Bag | | | 0520 7040007 1.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 15000.00000 15000.00 Cofferdams (Exist. Abut A-B01 of | | | 03-13-07) | | | 0530 7040007 1.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 15000.00000 15000.00 Cofferdams (Exist. Abut B-B01 of | | | 03-13-07) | | | 0540 7040007 1.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 15000.00000 15000.00 Cofferdams (Prop. Abut A-B01 of | | | 03-13-07) | | | PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 01501 |J.E. Kloote Contracting, Inc |L.W. Lamb, Inc. |Nashville Construction Compan LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0550 7040007 1.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 15000.00000 15000.00 Cofferdams (Prop. Abut B-B01 of | | | 03-13-07) | | | 0560 7050002 1.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 20000.00000 20000.00 Pile Driving Equipment, Furn (B01 of | | | 03-13-07) | | | 0570 7050020 1488.000 Ft | 26.00000 38688.00| 42.00000 62496.00| 43.00000 63984.00 Pile, CIP Conc, Furn and Driven, 12 inc | | | 0580 7050021 2.000 Ea | 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 Test Pile, CIP Conc, 12 inch | | | 0590 7060004 40.000 Cyd | 0.01000 0.40| 140.00000 5600.00| 250.00000 10000.00 Conc, Grade T | | | 0600 7060010 122.000 Cyd | 360.00000 43920.00| 425.00000 51850.00| 300.00000 36600.00 Substructure Conc | | | 0610 7060020 67.000 Cyd | 550.00000 36850.00| 110.00000 7370.00| 400.00000 26800.00 Superstructure Conc | | | 0620 7060022 1.000 LS | 20000.00000 20000.00| 21500.00000 21500.00| 20000.00000 20000.00 Superstructure Conc, Form, Finish, and | | | Cure (B01 of 03-13-07) | | | 0630 7060032 2375.000 Sft | 0.01000 23.75| 0.10000 237.50| 2.00000 4750.00 False Decking | | | 0640 7060035 17270.000 Lb | 1.50000 25905.00| 1.25000 21587.50| 1.00000 17270.00 Reinforcement, Steel, Epoxy Coated | | | 0650 7067050 1.000 Ea | 850.00000 850.00| 600.00000 600.00| 1000.00000 1000.00 _ Structure Name Plate | | | 0660 7070065 31.140 Sft | 0.01000 0.31| 40.00000 1245.60| 40.00000 1245.60 Bearing, Elastomeric, 1 inch | | | 0670 7080061 270.000 Ft | 160.00000 43200.00| 175.00000 47250.00| 250.00000 67500.00 Prest Conc Box Beam, Furn, 21 inch | | | 0680 7080062 270.000 Ft | 25.00000 6750.00| 20.00000 5400.00| 50.00000 13500.00 Prest Conc Box Beam, Erect, 21 inch | | | 0690 7100001 432.000 Sft | 4.00000 1728.00| 3.00000 1296.00| 5.00000 2160.00 Joint Waterproofing | | | 0700 7117001 90.000 Ft | 125.00000 11250.00| 90.00000 8100.00| 50.00000 4500.00 _ Bridge Railing, Open Parapet Type | | | 0710 8130005 127.000 Syd | 55.00000 6985.00| 45.00000 5715.00| 60.00000 7620.00 Riprap, Heavy | | | SECTION TOTALS | $ 286,950.46| $ 345,707.60| $ 383,229.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 635,851.46| $ 694,296.50| $ 739,507.44 ==================================================================================================================================== PAGE : 034 -10 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( ) |S.L. & H. Contractors, Inc. |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 | 60000.00000 60000.00| 60000.00000 60000.00| Mobilization, Max. ____ $60000.00 | | | 0020 1040001 1.000 LS | 3700.00000 3700.00| 3700.00000 3700.00| Contractor Staking | | | 0030 1040020 10.000 Hr | 0.01000 0.10| 1.00000 10.00| Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 10.000 Hr | 0.01000 0.10| 100.00000 1000.00| Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 10.000 Hr | 0.01000 0.10| 1.00000 10.00| Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 9.000 Sta | 800.00000 7200.00| 1168.00000 10512.00| _ Clearing, Modified | | | 0070 2030001 1.000 Ea | 100.00000 100.00| 412.00000 412.00| Culv, Rem, Less than 24 inch | | | 0080 2040009 646.000 Ft | 1.00000 646.00| 1.00000 646.00| Fence, Rem | | | 0090 2040011 4000.000 Syd | 3.00000 12000.00| 3.00000 12000.00| Pavt, Rem | | | 0100 2050010 300.000 Cyd | 12.00000 3600.00| 2.00000 600.00| Embankment, CIP | | | 0110 2050016 2565.000 Cyd | 7.00000 17955.00| 6.00000 15390.00| Excavation, Earth | | | 0120 2050041 500.000 Cyd | 8.00000 4000.00| 9.00000 4500.00| Subgrade Undercutting, Type II | | | 0130 2060001 60.000 Cyd | 15.00000 900.00| 23.00000 1380.00| Aggregate, 6A | | | 0140 2080002 50.000 Ft | 15.00000 750.00| 17.00000 850.00| Erosion Control, Check Dam, Stone | | | 0150 2080025 500.000 Ft | 1.60000 800.00| 2.00000 1000.00| Erosion Control, Silt Fence | | | 0160 3010002 2158.000 Cyd | 8.00000 17264.00| 8.00000 17264.00| Subbase, CIP | | | 0170 3020001 1311.000 Ton | 18.00000 23598.00| 13.00000 17043.00| Aggregate Base | | | 0180 3070121 257.000 Ton | 16.00000 4112.00| 13.00000 3341.00| Shoulder, Cl II | | | PAGE : 034 -11 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( ) |S.L. & H. Contractors, Inc. |E.T. MacKenzie Company | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 4010150 80.000 Ft | 13.00000 1040.00| 15.00000 1200.00| Culv, Cl F, 12 inch | | | 0200 4010152 40.000 Ft | 15.00000 600.00| 18.00000 720.00| Culv, Cl F, 18 inch | | | 0210 4010153 40.000 Ft | 20.00000 800.00| 17.00000 680.00| Culv, Cl F, 24 inch | | | 0220 4010831 4.000 Ea | 150.00000 600.00| 89.00000 356.00| Culv End Sect, 12 inch | | | 0230 4010833 2.000 Ea | 175.00000 350.00| 167.00000 334.00| Culv End Sect, 18 inch | | | 0240 4010835 2.000 Ea | 250.00000 500.00| 150.00000 300.00| Culv End Sect, 24 inch | | | 0250 4040073 300.000 Ft | 3.00000 900.00| 5.00000 1500.00| Underdrain, Subgrade, 6 inch | | | 0260 4040093 20.000 Ft | 10.00000 200.00| 17.00000 340.00| Underdrain Outlet, 6 inch | | | 0270 4040113 2.000 Ea | 75.00000 150.00| 66.00000 132.00| Underdrain, Outlet Ending, 6 inch | | | 0280 5020032 877.000 Ton | 77.67000 68116.59| 78.00000 68406.00| HMA, 4C | | | 0290 6020208 82.000 Ft | 10.00000 820.00| 20.00000 1640.00| Joint, Expansion, E3 | | | 0300 6027011 271.000 Syd | 58.50000 15853.50| 59.00000 15989.00| _ Concrete Approach Slab | | | 0310 7040001 1900.000 Sft | 30.00000 57000.00| 22.00000 41800.00| Steel Sheet Piling, Permanent | | | 0320 8070000 163.000 Ft | 17.00000 2771.00| 17.00000 2771.00| Guardrail, Type B | | | 0330 8070042 4.000 Ea | 2395.00000 9580.00| 2395.00000 9580.00| Guardrail Approach Terminal, Type 2B | | | 0340 8070080 30.000 Ea | 4.00000 120.00| 4.00000 120.00| Guardrail Reflector | | | 0350 8077050 4.000 Ea | 1495.00000 5980.00| 1495.00000 5980.00| _ Guardrail Anch, Bridge, Det T3, | | | Modified | | | 0360 8080002 900.000 Ft | 3.80000 3420.00| 4.00000 3600.00| Fence, Woven Wire with Steel Post | | | 0370 8110110 1800.000 Ft | 0.44000 792.00| 1.00000 1800.00| Pavt Mrkg, Waterborne, 4 inch, White | | | 0380 8110111 1800.000 Ft | 0.44000 792.00| 1.00000 1800.00| Pavt Mrkg, Waterborne, 4 inch, Yellow | | | PAGE : 034 -12 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( ) |S.L. & H. Contractors, Inc. |E.T. MacKenzie Company | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0390 8120005 6.000 Ea | 120.00000 720.00| 175.00000 1050.00| Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0400 8120006 6.000 Ea | 1.00000 6.00| 1.00000 6.00| Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0410 8120050 1.000 LS | 3300.00000 3300.00| 500.00000 500.00| Minor Traf Devices | | | 0420 8120120 324.000 Sft | 3.00000 972.00| 5.00000 1620.00| Sign, Type B, Temp, Furn | | | 0430 8120121 324.000 Sft | 1.00000 324.00| 1.00000 324.00| Sign, Type B, Temp, Oper | | | 0440 8160020 80.000 Lb | 2.00000 160.00| 1.00000 80.00| Fertilizer, Chemical Nutrient, Cl A | | | 0450 8160027 1700.000 Syd | 1.10000 1870.00| 2.00000 3400.00| Mulch Blanket | | | 0460 8160038 77.000 Lb | 5.00000 385.00| 2.00000 154.00| Seeding, Mixture TGM | | | 0470 8160061 1700.000 Syd | 0.80000 1360.00| 1.00000 1700.00| Topsoil Surface, Furn, 3 inch | | | SECTION TOTALS | $ 336,107.39| $ 317,540.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 0480 2040020 1.000 LS | 40000.00000 40000.00| 30000.00000 30000.00| Structures, Rem | | | 0490 2060002 220.000 Cyd | 15.00000 3300.00| 20.00000 4400.00| Backfill, Structure, CIP | | | 0500 2060010 520.000 Cyd | 8.00000 4160.00| 12.00000 6240.00| Excavation, Fdn | | | 0510 2080011 4.000 Ea | 1.00000 4.00| 200.00000 800.00| Erosion Control, Filter Bag | | | 0520 7040007 1.000 LS | 10000.00000 10000.00| 5000.00000 5000.00| Cofferdams (Exist. Abut A-B01 of | | | 03-13-07) | | | 0530 7040007 1.000 LS | 10000.00000 10000.00| 5000.00000 5000.00| Cofferdams (Exist. Abut B-B01 of | | | 03-13-07) | | | 0540 7040007 1.000 LS | 10000.00000 10000.00| 11000.00000 11000.00| Cofferdams (Prop. Abut A-B01 of | | | 03-13-07) | | | PAGE : 034 -13 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 03013-86372 COUNTIES : Allegan County LETTING DATE : 09/05/08 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( ) |S.L. & H. Contractors, Inc. |E.T. MacKenzie Company | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0550 7040007 1.000 LS | 10000.00000 10000.00| 11000.00000 11000.00| Cofferdams (Prop. Abut B-B01 of | | | 03-13-07) | | | 0560 7050002 1.000 LS | 30000.00000 30000.00| 35000.00000 35000.00| Pile Driving Equipment, Furn (B01 of | | | 03-13-07) | | | 0570 7050020 1488.000 Ft | 30.00000 44640.00| 38.00000 56544.00| Pile, CIP Conc, Furn and Driven, 12 inc | | | 0580 7050021 2.000 Ea | 1000.00000 2000.00| 2000.00000 4000.00| Test Pile, CIP Conc, 12 inch | | | 0590 7060004 40.000 Cyd | 400.00000 16000.00| 2409.00000 96360.00| Conc, Grade T | | | 0600 7060010 122.000 Cyd | 445.00000 54290.00| 450.00000 54900.00| Substructure Conc | | | 0610 7060020 67.000 Cyd | 195.00000 13065.00| 175.00000 11725.00| Superstructure Conc | | | 0620 7060022 1.000 LS | 20000.00000 20000.00| 13500.00000 13500.00| Superstructure Conc, Form, Finish, and | | | Cure (B01 of 03-13-07) | | | 0630 7060032 2375.000 Sft | 0.01000 23.75| 1.00000 2375.00| False Decking | | | 0640 7060035 17270.000 Lb | 2.00000 34540.00| 1.00000 17270.00| Reinforcement, Steel, Epoxy Coated | | | 0650 7067050 1.000 Ea | 1200.00000 1200.00| 900.00000 900.00| _ Structure Name Plate | | | 0660 7070065 31.140 Sft | 0.01000 0.31| 1.00000 31.14| Bearing, Elastomeric, 1 inch | | | 0670 7080061 270.000 Ft | 229.00000 61830.00| 235.00000 63450.00| Prest Conc Box Beam, Furn, 21 inch | | | 0680 7080062 270.000 Ft | 75.00000 20250.00| 8.00000 2160.00| Prest Conc Box Beam, Erect, 21 inch | | | 0690 7100001 432.000 Sft | 5.00000 2160.00| 5.00000 2160.00| Joint Waterproofing | | | 0700 7117001 90.000 Ft | 100.00000 9000.00| 170.00000 15300.00| _ Bridge Railing, Open Parapet Type | | | 0710 8130005 127.000 Syd | 65.00000 8255.00| 95.00000 12065.00| Riprap, Heavy | | | SECTION TOTALS | $ 404,718.06| $ 461,180.14| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 740,825.45| $ 778,720.14| $ ====================================================================================================================================