MICHIGAN DEPARTMENT OF TRANSPORTATION DATE : 06/10/09 PAGE : 005 -1 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST CONTRACT TIME : 10/16/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : N/A Removal of existing structures, construction of two, N/A precast, 3-sided concrete culverts, and related approach work on 141st Avenue over Kleinheksel Drain and on Fillmore Road over East Fillmore Drain in Fillmore Township, Allegan County. VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------------- TOTAL % OF % OF RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,570,437.10 136.5503% 100.0000% 1 00170 L. W. Lamb, Inc. $ 1,150,079.39 100.0000% 73.2331% 2 08594 J. E. Kloote Contracting, Inc. $ 1,153,648.36 100.3103% 73.4603% 3 00272 J. Slagter & Son Construction Co. $ 1,199,628.14 104.3083% 76.3882% 4 00356 Milbocker and Sons, Inc. $ 1,232,735.34 107.1870% 78.4963% 5 02946 Anlaan Corporation $ 1,293,209.94 112.4453% 82.3471% 6 00337 S-L and H Contractors Incorporated $ 1,309,697.84 113.8789% 83.3970% 7 01886 E.T. MacKenzie Company $ 1,336,662.96 116.2235% 85.1141% 8 02499 Schippers Excavating, Inc. $ 1,380,410.46 120.0274% 87.8998% 9 02436 Diversco Construction Company, Inc. $ 1,512,034.02 131.4721% 96.2811% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00170 |( 2 ) 08594 |ENGINEER'S ESTIMATE |L. W. Lamb, Inc. |J. E. Kloote Contracting, 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 | 142000.00000 142000.00| 120500.00000 120500.00| 85000.00000 85000.00 Mobilization, Max. ____ $142000.00 | | | 0020 1040001 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5500.00000 5500.00 Contractor Staking (B01 of 03-06-22) | | | 0030 1040001 1.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 6500.00000 6500.00 Contractor Staking (B02 of 03-06-22) | | | 0040 1040020 10.000 Hr | 75.00000 750.00| 0.01000 0.10| 0.10000 1.00 Staking Plan Errors and Extras, One | | | Person | | | 0050 1040021 10.000 Hr | 100.00000 1000.00| 0.01000 0.10| 0.10000 1.00 Staking Plan Errors and Extras, Two | | | Person | | | 0060 1040022 4.000 Hr | 125.00000 500.00| 0.01000 0.04| 0.10000 0.40 Staking Plan Errors and Extras, Three | | | Person | | | 0070 2017002 11.000 Sta | 500.00000 5500.00| 100.00000 1100.00| 100.00000 1100.00 _ Clearing, Modified | | | PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00170 |( 2 ) 08594 |ENGINEER'S ESTIMATE |L. W. Lamb, Inc. |J. E. Kloote Contracting, Inc LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 2030002 3.000 Ea | 500.00000 1500.00| 100.00000 300.00| 100.00000 300.00 Culv, Rem, 24 inch to 48 inch | | | 0090 2047011 3330.000 Syd | 5.00000 16650.00| 0.70000 2331.00| 0.70000 2331.00 _ Pavt, Rem, Modified | | | 0100 2050010 1136.000 Cyd | 8.00000 9088.00| 3.00000 3408.00| 3.00000 3408.00 Embankment, CIP | | | 0110 2050015 214.000 Cyd | 15.00000 3210.00| 5.00000 1070.00| 17.00000 3638.00 Excavation, Channel | | | 0120 2050016 3400.000 Cyd | 7.00000 23800.00| 3.00000 10200.00| 3.00000 10200.00 Excavation, Earth | | | 0130 2050041 1000.000 Cyd | 15.00000 15000.00| 6.00000 6000.00| 6.00000 6000.00 Subgrade Undercutting, Type II | | | 0140 2057002 11.000 Sta | 500.00000 5500.00| 1000.00000 11000.00| 1000.00000 11000.00 _ Machine Grading, Modified | | | 0150 2080025 1000.000 Ft | 2.00000 2000.00| 1.40000 1400.00| 2.00000 2000.00 Erosion Control, Silt Fence | | | 0160 3010002 2965.000 Cyd | 10.00000 29650.00| 7.00000 20755.00| 7.00000 20755.00 Subbase, CIP | | | 0170 3020016 5316.000 Syd | 5.00000 26580.00| 2.20000 11695.20| 2.50000 13290.00 Aggregate Base, 6 inch | | | 0180 3030020 2425.000 Syd | 2.50000 6062.50| 1.30000 3152.50| 1.30000 3152.50 Geotextile Separator | | | 0190 3037011 2425.000 Syd | 5.50000 13337.50| 3.85000 9336.25| 3.85000 9336.25 _ High Performance Biaxial Geogrid | | | 0200 3070021 60.000 Ton | 15.00000 900.00| 15.70000 942.00| 16.00000 960.00 Approach, Cl II | | | 0210 3070121 220.000 Ton | 16.00000 3520.00| 24.50000 5390.00| 25.00000 5500.00 Shoulder, Cl II | | | 0220 4010005 222.000 Ft | 70.00000 15540.00| 34.00000 7548.00| 34.00000 7548.00 Culv, Cl A, 36 inch | | | 0230 4010125 56.000 Ft | 75.00000 4200.00| 56.00000 3136.00| 56.00000 3136.00 Culv, Cl E, 36 inch | | | 0240 4010837 4.000 Ea | 750.00000 3000.00| 375.00000 1500.00| 425.00000 1700.00 Culv End Sect, 36 inch | | | 0250 4010846 2.000 Ea | 1000.00000 2000.00| 950.00000 1900.00| 950.00000 1900.00 Culv End Sect, Conc, 36 inch | | | 0260 4021275 278.000 Ft | 2.00000 556.00| 1.00000 278.00| 1.00000 278.00 Video Taping Sewer and Culv Pipe | | | 0270 5020031 1150.000 Ton | 90.00000 103500.00| 62.25000 71587.50| 64.00000 73600.00 HMA, 3C | | | 0280 5020032 470.000 Ton | 90.00000 42300.00| 66.40000 31208.00| 68.00000 31960.00 HMA, 4C | | | PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00170 |( 2 ) 08594 |ENGINEER'S ESTIMATE |L. W. Lamb, Inc. |J. E. Kloote Contracting, Inc LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0290 8070000 82.000 Ft | 15.00000 1230.00| 15.00000 1230.00| 14.00000 1148.00 Guardrail, Type B | | | 0300 8070042 7.000 Ea | 2500.00000 17500.00| 1995.00000 13965.00| 2000.00000 14000.00 Guardrail Approach Terminal, Type 2B | | | 0310 8070080 25.000 Ea | 6.00000 150.00| 5.00000 125.00| 7.00000 175.00 Guardrail Reflector | | | 0320 8077050 7.000 Ea | 1600.00000 11200.00| 775.00000 5425.00| 850.00000 5950.00 _ Guardrail Anch, Bridge, Nested Type | | | 0330 8077050 1.000 Ea | 1600.00000 1600.00| 825.00000 825.00| 950.00000 950.00 _ Guardrail Anch, Modified | | | 0340 8077050 1.000 Ea | 1600.00000 1600.00| 2250.00000 2250.00| 2200.00000 2200.00 _ Guardrail Approach Modified | | | 0350 8120005 15.000 Ea | 150.00000 2250.00| 95.00000 1425.00| 95.00000 1425.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0360 8120006 15.000 Ea | 25.00000 375.00| 25.00000 375.00| 25.00000 375.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0370 8120050 1.000 LS | 1000.00000 1000.00| 6550.00000 6550.00| 4500.00000 4500.00 Minor Traf Devices | | | 0380 8120110 4.000 Ea | 3000.00000 12000.00| 3300.00000 13200.00| 1100.00000 4400.00 Sign, Portable, Changeable Message, Fur | | | 0390 8120111 4.000 Ea | 200.00000 800.00| 750.00000 3000.00| 750.00000 3000.00 Sign, Portable, Changeable Message, Ope | | | 0400 8120120 668.000 Sft | 5.00000 3340.00| 5.00000 3340.00| 5.00000 3340.00 Sign, Type B, Temp, Furn | | | 0410 8120121 668.000 Sft | 2.50000 1670.00| 1.00000 668.00| 1.00000 668.00 Sign, Type B, Temp, Oper | | | 0420 8160020 127.000 Lb | 1.50000 190.50| 2.50000 317.50| 1.25000 158.75 Fertilizer, Chemical Nutrient, Cl A | | | 0430 8160027 2534.000 Syd | 2.00000 5068.00| 0.95000 2407.30| 1.10000 2787.40 Mulch Blanket | | | 0440 8160028 130.000 Syd | 2.00000 260.00| 1.00000 130.00| 1.60000 208.00 Mulch Blanket, High Velocity | | | 0450 8160038 122.000 Lb | 3.50000 427.00| 3.25000 396.50| 3.50000 427.00 Seeding, Mixture TGM | | | 0460 8160061 2664.000 Syd | 3.00000 7992.00| 2.10000 5594.40| 2.10000 5594.40 Topsoil Surface, Furn, 3 inch | | | 0470 8167050 1.000 Ea | 10000.00000 10000.00| 5000.00000 5000.00| 17000.00000 17000.00 _ Drain Erosion Control | | | SECTION TOTALS | $ 566,296.50| $ 402,961.39| $ 378,401.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Bridge Work | | | PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00170 |( 2 ) 08594 |ENGINEER'S ESTIMATE |L. W. Lamb, Inc. |J. E. Kloote Contracting, Inc LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0480 2030003 4.000 Ea | 7500.00000 30000.00| 1500.00000 6000.00| 3000.00000 12000.00 Culv, Rem, Over 48 inch | | | 0490 2060002 1262.000 Cyd | 15.00000 18930.00| 12.00000 15144.00| 12.00000 15144.00 Backfill, Structure, CIP | | | 0500 2060010 2717.000 Cyd | 10.00000 27170.00| 8.00000 21736.00| 7.00000 19019.00 Excavation, Fdn | | | 0510 2080011 8.000 Ea | 200.00000 1600.00| 100.00000 800.00| 150.00000 1200.00 Erosion Control, Filter Bag | | | 0520 2087001 200.000 Ft | 10.00000 2000.00| 8.00000 1600.00| 2.00000 400.00 _ Turbidity Curtain (Shallow) | | | 0530 4017001 67.000 Ft | 3500.00000 234500.00| 2000.00000 134000.00| 1950.00000 130650.00 _ Three Sided Culvert, 141st Ave | | | 0540 4017001 50.000 Ft | 3500.00000 175000.00| 2500.00000 125000.00| 2800.00000 140000.00 _ Three Sided Culvert, Fillmore Rd | | | 0550 7040007 1.000 LS | 15000.00000 15000.00| 25000.00000 25000.00| 40000.00000 40000.00 Cofferdams (B02 of 03-06-22) | | | 0560 7040007 1.000 LS | 15000.00000 15000.00| 25000.00000 25000.00| 45000.00000 45000.00 Cofferdams B01 of 03-06-22 | | | 0570 7057001 3800.000 Ft | 35.00000 133000.00| 26.00000 98800.00| 24.00000 91200.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0580 7057050 4.000 Ea | 1000.00000 4000.00| 1000.00000 4000.00| 500.00000 2000.00 _ Test Pile, Steel, 12 inch LRFD | | | 0590 7057051 1.000 LS | 15000.00000 15000.00| 12000.00000 12000.00| 17500.00000 17500.00 _ Pile Driving Equipment, Furn, LRFD | | | (B01 of 03-06-22) | | | 0600 7057051 1.000 LS | 15000.00000 15000.00| 12000.00000 12000.00| 17500.00000 17500.00 _ Pile Driving Equipment, Furn, LRFD | | | (B02 of 03-06-22) | | | 0610 7060004 146.000 Cyd | 250.00000 36500.00| 120.00000 17520.00| 0.01000 1.46 Conc, Grade T | | | 0620 7060010 480.000 Cyd | 400.00000 192000.00| 360.00000 172800.00| 325.00000 156000.00 Substructure Conc | | | 0630 7060035 29062.000 Lb | 1.30000 37780.60| 1.00000 29062.00| 1.10000 31968.20 Reinforcement, Steel, Epoxy Coated | | | 0640 7100001 592.000 Sft | 5.00000 2960.00| 3.00000 1776.00| 4.00000 2368.00 Joint Waterproofing | | | 0650 7117001 175.000 Ft | 100.00000 17500.00| 96.00000 16800.00| 112.00000 19600.00 _ Bridge Railing, Guardrail Type | | | 0660 8137031 624.000 Ton | 50.00000 31200.00| 45.00000 28080.00| 54.00000 33696.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 1,004,140.60| $ 747,118.00| $ 775,246.66 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,570,437.10| $ 1,150,079.39| $ 1,153,648.36 ==================================================================================================================================== PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 00356 |( 5 ) 02946 |J. Slagter & Son Constructio |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 | 123000.00000 123000.00| 90000.00000 90000.00| 125000.00000 125000.00 Mobilization, Max. ____ $142000.00 | | | 0020 1040001 1.000 LS | 4920.00000 4920.00| 4000.00000 4000.00| 5000.00000 5000.00 Contractor Staking (B01 of 03-06-22) | | | 0030 1040001 1.000 LS | 5930.00000 5930.00| 4000.00000 4000.00| 6000.00000 6000.00 Contractor Staking (B02 of 03-06-22) | | | 0040 1040020 10.000 Hr | 0.01000 0.10| 0.01000 0.10| 0.01000 0.10 Staking Plan Errors and Extras, One | | | Person | | | 0050 1040021 10.000 Hr | 0.01000 0.10| 0.01000 0.10| 0.01000 0.10 Staking Plan Errors and Extras, Two | | | Person | | | 0060 1040022 4.000 Hr | 0.01000 0.04| 0.01000 0.04| 0.01000 0.04 Staking Plan Errors and Extras, Three | | | Person | | | 0070 2017002 11.000 Sta | 170.00000 1870.00| 264.00000 2904.00| 170.00000 1870.00 _ Clearing, Modified | | | 0080 2030002 3.000 Ea | 500.00000 1500.00| 400.02000 1200.06| 500.00000 1500.00 Culv, Rem, 24 inch to 48 inch | | | 0090 2047011 3330.000 Syd | 1.25000 4162.50| 1.31000 4362.30| 1.25000 4162.50 _ Pavt, Rem, Modified | | | 0100 2050010 1136.000 Cyd | 3.00000 3408.00| 4.00000 4544.00| 3.00000 3408.00 Embankment, CIP | | | 0110 2050015 214.000 Cyd | 10.00000 2140.00| 8.00000 1712.00| 10.00000 2140.00 Excavation, Channel | | | 0120 2050016 3400.000 Cyd | 3.00000 10200.00| 4.00000 13600.00| 3.00000 10200.00 Excavation, Earth | | | 0130 2050041 1000.000 Cyd | 5.00000 5000.00| 4.00000 4000.00| 5.00000 5000.00 Subgrade Undercutting, Type II | | | 0140 2057002 11.000 Sta | 600.00000 6600.00| 150.00000 1650.00| 600.00000 6600.00 _ Machine Grading, Modified | | | 0150 2080025 1000.000 Ft | 1.25000 1250.00| 1.25000 1250.00| 1.25000 1250.00 Erosion Control, Silt Fence | | | 0160 3010002 2965.000 Cyd | 6.00000 17790.00| 9.00000 26685.00| 6.00000 17790.00 Subbase, CIP | | | 0170 3020016 5316.000 Syd | 2.20000 11695.20| 5.25000 27909.00| 2.20000 11695.20 Aggregate Base, 6 inch | | | 0180 3030020 2425.000 Syd | 1.20000 2910.00| 0.87000 2109.75| 1.20000 2910.00 Geotextile Separator | | | PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 00356 |( 5 ) 02946 |J. Slagter & Son Constructio |Milbocker and Sons, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 3037011 2425.000 Syd | 4.00000 9700.00| 2.82000 6838.50| 4.00000 9700.00 _ High Performance Biaxial Geogrid | | | 0200 3070021 60.000 Ton | 0.01000 0.60| 9.10000 546.00| 0.01000 0.60 Approach, Cl II | | | 0210 3070121 220.000 Ton | 10.50000 2310.00| 12.00000 2640.00| 10.50000 2310.00 Shoulder, Cl II | | | 0220 4010005 222.000 Ft | 50.00000 11100.00| 43.59000 9676.98| 50.00000 11100.00 Culv, Cl A, 36 inch | | | 0230 4010125 56.000 Ft | 45.00000 2520.00| 63.77000 3571.12| 45.00000 2520.00 Culv, Cl E, 36 inch | | | 0240 4010837 4.000 Ea | 545.00000 2180.00| 486.80000 1947.20| 545.00000 2180.00 Culv End Sect, 36 inch | | | 0250 4010846 2.000 Ea | 745.00000 1490.00| 1002.09000 2004.18| 745.00000 1490.00 Culv End Sect, Conc, 36 inch | | | 0260 4021275 278.000 Ft | 5.00000 1390.00| 1.35000 375.30| 2.00000 556.00 Video Taping Sewer and Culv Pipe | | | 0270 5020031 1150.000 Ton | 62.25000 71587.50| 62.52000 71898.00| 63.00000 72450.00 HMA, 3C | | | 0280 5020032 470.000 Ton | 66.40000 31208.00| 66.69000 31344.30| 67.00000 31490.00 HMA, 4C | | | 0290 8070000 82.000 Ft | 12.50000 1025.00| 15.07000 1235.74| 15.00000 1230.00 Guardrail, Type B | | | 0300 8070042 7.000 Ea | 2150.00000 15050.00| 2003.75000 14026.25| 1995.00000 13965.00 Guardrail Approach Terminal, Type 2B | | | 0310 8070080 25.000 Ea | 4.25000 106.25| 5.02000 125.50| 5.00000 125.00 Guardrail Reflector | | | 0320 8077050 7.000 Ea | 780.00000 5460.00| 778.40000 5448.80| 775.00000 5425.00 _ Guardrail Anch, Bridge, Nested Type | | | 0330 8077050 1.000 Ea | 870.00000 870.00| 828.62000 828.62| 825.00000 825.00 _ Guardrail Anch, Modified | | | 0340 8077050 1.000 Ea | 2165.00000 2165.00| 2259.87000 2259.87| 2250.00000 2250.00 _ Guardrail Approach Modified | | | 0350 8120005 15.000 Ea | 95.00000 1425.00| 95.42000 1431.30| 95.00000 1425.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0360 8120006 15.000 Ea | 25.00000 375.00| 25.11000 376.65| 25.00000 375.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0370 8120050 1.000 LS | 4500.00000 4500.00| 8000.00000 8000.00| 2920.00000 2920.00 Minor Traf Devices | | | 0380 8120110 4.000 Ea | 1650.00000 6600.00| 3314.48000 13257.92| 3300.00000 13200.00 Sign, Portable, Changeable Message, Fur | | | PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 00356 |( 5 ) 02946 |J. Slagter & Son Constructio |Milbocker and Sons, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0390 8120111 4.000 Ea | 375.00000 1500.00| 753.29000 3013.16| 750.00000 3000.00 Sign, Portable, Changeable Message, Ope | | | 0400 8120120 668.000 Sft | 5.00000 3340.00| 5.02000 3353.36| 5.00000 3340.00 Sign, Type B, Temp, Furn | | | 0410 8120121 668.000 Sft | 1.00000 668.00| 1.00000 668.00| 1.00000 668.00 Sign, Type B, Temp, Oper | | | 0420 8160020 127.000 Lb | 2.50000 317.50| 2.01000 255.27| 2.00000 254.00 Fertilizer, Chemical Nutrient, Cl A | | | 0430 8160027 2534.000 Syd | 1.00000 2534.00| 0.85000 2153.90| 0.85000 2153.90 Mulch Blanket | | | 0440 8160028 130.000 Syd | 1.50000 195.00| 1.16000 150.80| 1.15000 149.50 Mulch Blanket, High Velocity | | | 0450 8160038 122.000 Lb | 3.25000 396.50| 4.02000 490.44| 4.00000 488.00 Seeding, Mixture TGM | | | 0460 8160061 2664.000 Syd | 2.00000 5328.00| 2.20000 5860.80| 2.00000 5328.00 Topsoil Surface, Furn, 3 inch | | | 0470 8167050 1.000 Ea | 10000.00000 10000.00| 3013.16000 3013.16| 1000.00000 1000.00 _ Drain Erosion Control | | | SECTION TOTALS | $ 397,717.29| $ 386,717.47| $ 396,443.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Bridge Work | | | 0480 2030003 4.000 Ea | 2000.00000 8000.00| 5021.94000 20087.76| 5000.00000 20000.00 Culv, Rem, Over 48 inch | | | 0490 2060002 1262.000 Cyd | 7.00000 8834.00| 23.10000 29152.20| 15.00000 18930.00 Backfill, Structure, CIP | | | 0500 2060010 2717.000 Cyd | 6.00000 16302.00| 11.05000 30022.85| 10.00000 27170.00 Excavation, Fdn | | | 0510 2080011 8.000 Ea | 92.00000 736.00| 0.01000 0.08| 50.00000 400.00 Erosion Control, Filter Bag | | | 0520 2087001 200.000 Ft | 2.50000 500.00| 15.07000 3014.00| 1.00000 200.00 _ Turbidity Curtain (Shallow) | | | 0530 4017001 67.000 Ft | 2700.00000 180900.00| 1500.00000 100500.00| 1500.00000 100500.00 _ Three Sided Culvert, 141st Ave | | | 0540 4017001 50.000 Ft | 3100.00000 155000.00| 2350.00000 117500.00| 2000.00000 100000.00 _ Three Sided Culvert, Fillmore Rd | | | 0550 7040007 1.000 LS | 15000.00000 15000.00| 56000.00000 56000.00| 110000.00000 110000.00 Cofferdams (B02 of 03-06-22) | | | 0560 7040007 1.000 LS | 20000.00000 20000.00| 56000.00000 56000.00| 120000.00000 120000.00 Cofferdams B01 of 03-06-22 | | | 0570 7057001 3800.000 Ft | 30.00000 114000.00| 28.12000 106856.00| 35.00000 133000.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 00356 |( 5 ) 02946 |J. Slagter & Son Constructio |Milbocker and Sons, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 7057050 4.000 Ea | 3000.00000 12000.00| 1004.39000 4017.56| 1000.00000 4000.00 _ Test Pile, Steel, 12 inch LRFD | | | 0590 7057051 1.000 LS | 15000.00000 15000.00| 15065.81000 15065.81| 15000.00000 15000.00 _ Pile Driving Equipment, Furn, LRFD | | | (B01 of 03-06-22) | | | 0600 7057051 1.000 LS | 15000.00000 15000.00| 15065.81000 15065.81| 15000.00000 15000.00 _ Pile Driving Equipment, Furn, LRFD | | | (B02 of 03-06-22) | | | 0610 7060004 146.000 Cyd | 35.00000 5110.00| 251.10000 36660.60| 200.00000 29200.00 Conc, Grade T | | | 0620 7060010 480.000 Cyd | 345.00000 165600.00| 326.43000 156686.40| 300.00000 144000.00 Substructure Conc | | | 0630 7060035 29062.000 Lb | 0.80000 23249.60| 0.88000 25574.56| 1.00000 29062.00 Reinforcement, Steel, Epoxy Coated | | | 0640 7100001 592.000 Sft | 4.00000 2368.00| 4.52000 2675.84| 7.00000 4144.00 Joint Waterproofing | | | 0650 7117001 175.000 Ft | 92.75000 16231.25| 120.00000 21000.00| 96.00000 16800.00 _ Bridge Railing, Guardrail Type | | | 0660 8137031 624.000 Ton | 45.00000 28080.00| 80.35000 50138.40| 15.00000 9360.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 801,910.85| $ 846,017.87| $ 896,766.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,199,628.14| $ 1,232,735.34| $ 1,293,209.94 ==================================================================================================================================== PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( 8 ) 02499 |S-L and H Contractors Incorp |E.T. MacKenzie Company |Schippers Excavating, 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 | 142000.00000 142000.00| 142000.00000 142000.00| 121000.00000 121000.00 Mobilization, Max. ____ $142000.00 | | | 0020 1040001 1.000 LS | 4920.00000 4920.00| 3652.71000 3652.71| 5250.00000 5250.00 Contractor Staking (B01 of 03-06-22) | | | 0030 1040001 1.000 LS | 5930.00000 5930.00| 3855.64000 3855.64| 6250.00000 6250.00 Contractor Staking (B02 of 03-06-22) | | | 0040 1040020 10.000 Hr | 0.10000 1.00| 0.02000 0.20| 0.10000 1.00 Staking Plan Errors and Extras, One | | | Person | | | 0050 1040021 10.000 Hr | 0.10000 1.00| 81.17000 811.70| 0.10000 1.00 Staking Plan Errors and Extras, Two | | | Person | | | 0060 1040022 4.000 Hr | 0.04000 0.16| 0.02000 0.08| 0.04000 0.16 Staking Plan Errors and Extras, Three | | | Person | | | 0070 2017002 11.000 Sta | 100.00000 1100.00| 704.67000 7751.37| 600.00000 6600.00 _ Clearing, Modified | | | 0080 2030002 3.000 Ea | 600.00000 1800.00| 209.60000 628.80| 750.00000 2250.00 Culv, Rem, 24 inch to 48 inch | | | 0090 2047011 3330.000 Syd | 2.00000 6660.00| 2.07000 6893.10| 4.00000 13320.00 _ Pavt, Rem, Modified | | | 0100 2050010 1136.000 Cyd | 1.50000 1704.00| 0.91000 1033.76| 2.00000 2272.00 Embankment, CIP | | | 0110 2050015 214.000 Cyd | 10.00000 2140.00| 23.00000 4922.00| 15.00000 3210.00 Excavation, Channel | | | 0120 2050016 3400.000 Cyd | 3.00000 10200.00| 3.10000 10540.00| 3.00000 10200.00 Excavation, Earth | | | 0130 2050041 1000.000 Cyd | 0.01000 10.00| 10.28000 10280.00| 10.00000 10000.00 Subgrade Undercutting, Type II | | | 0140 2057002 11.000 Sta | 2900.00000 31900.00| 697.17000 7668.87| 1250.00000 13750.00 _ Machine Grading, Modified | | | 0150 2080025 1000.000 Ft | 1.30000 1300.00| 1.63000 1630.00| 2.00000 2000.00 Erosion Control, Silt Fence | | | 0160 3010002 2965.000 Cyd | 7.00000 20755.00| 7.00000 20755.00| 7.50000 22237.50 Subbase, CIP | | | 0170 3020016 5316.000 Syd | 4.50000 23922.00| 4.61000 24506.76| 5.00000 26580.00 Aggregate Base, 6 inch | | | 0180 3030020 2425.000 Syd | 1.00000 2425.00| 1.09000 2643.25| 2.00000 4850.00 Geotextile Separator | | | PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( 8 ) 02499 |S-L and H Contractors Incorp |E.T. MacKenzie Company |Schippers Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 3037011 2425.000 Syd | 4.40000 10670.00| 3.13000 7590.25| 6.00000 14550.00 _ High Performance Biaxial Geogrid | | | 0200 3070021 60.000 Ton | 12.00000 720.00| 18.50000 1110.00| 18.00000 1080.00 Approach, Cl II | | | 0210 3070121 220.000 Ton | 13.00000 2860.00| 25.29000 5563.80| 18.00000 3960.00 Shoulder, Cl II | | | 0220 4010005 222.000 Ft | 37.00000 8214.00| 65.64000 14572.08| 48.00000 10656.00 Culv, Cl A, 36 inch | | | 0230 4010125 56.000 Ft | 60.00000 3360.00| 83.92000 4699.52| 66.00000 3696.00 Culv, Cl E, 36 inch | | | 0240 4010837 4.000 Ea | 500.00000 2000.00| 742.88000 2971.52| 435.00000 1740.00 Culv End Sect, 36 inch | | | 0250 4010846 2.000 Ea | 1000.00000 2000.00| 1646.82000 3293.64| 970.00000 1940.00 Culv End Sect, Conc, 36 inch | | | 0260 4021275 278.000 Ft | 2.00000 556.00| 2.03000 564.34| 2.00000 556.00 Video Taping Sewer and Culv Pipe | | | 0270 5020031 1150.000 Ton | 62.25000 71587.50| 63.16000 72634.00| 66.00000 75900.00 HMA, 3C | | | 0280 5020032 470.000 Ton | 66.40000 31208.00| 67.37000 31663.90| 72.00000 33840.00 HMA, 4C | | | 0290 8070000 82.000 Ft | 15.00000 1230.00| 15.22000 1248.04| 13.40000 1098.80 Guardrail, Type B | | | 0300 8070042 7.000 Ea | 1995.00000 13965.00| 2024.21000 14169.47| 2250.00000 15750.00 Guardrail Approach Terminal, Type 2B | | | 0310 8070080 25.000 Ea | 5.00000 125.00| 5.07000 126.75| 5.20000 130.00 Guardrail Reflector | | | 0320 8077050 7.000 Ea | 775.00000 5425.00| 786.35000 5504.45| 810.00000 5670.00 _ Guardrail Anch, Bridge, Nested Type | | | 0330 8077050 1.000 Ea | 825.00000 825.00| 837.08000 837.08| 925.00000 925.00 _ Guardrail Anch, Modified | | | 0340 8077050 1.000 Ea | 2250.00000 2250.00| 2282.95000 2282.95| 2250.00000 2250.00 _ Guardrail Approach Modified | | | 0350 8120005 15.000 Ea | 95.00000 1425.00| 96.39000 1445.85| 100.00000 1500.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0360 8120006 15.000 Ea | 25.00000 375.00| 25.37000 380.55| 26.00000 390.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0370 8120050 1.000 LS | 2920.00000 2920.00| 2962.76000 2962.76| 5000.00000 5000.00 Minor Traf Devices | | | 0380 8120110 4.000 Ea | 3300.00000 13200.00| 3348.32000 13393.28| 3500.00000 14000.00 Sign, Portable, Changeable Message, Fur | | | PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( 8 ) 02499 |S-L and H Contractors Incorp |E.T. MacKenzie Company |Schippers Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0390 8120111 4.000 Ea | 750.00000 3000.00| 760.98000 3043.92| 800.00000 3200.00 Sign, Portable, Changeable Message, Ope | | | 0400 8120120 668.000 Sft | 5.00000 3340.00| 5.07000 3386.76| 6.00000 4008.00 Sign, Type B, Temp, Furn | | | 0410 8120121 668.000 Sft | 1.00000 668.00| 1.01000 674.68| 1.00000 668.00 Sign, Type B, Temp, Oper | | | 0420 8160020 127.000 Lb | 2.00000 254.00| 2.03000 257.81| 2.00000 254.00 Fertilizer, Chemical Nutrient, Cl A | | | 0430 8160027 2534.000 Syd | 0.85000 2153.90| 0.86000 2179.24| 2.00000 5068.00 Mulch Blanket | | | 0440 8160028 130.000 Syd | 1.15000 149.50| 1.17000 152.10| 3.50000 455.00 Mulch Blanket, High Velocity | | | 0450 8160038 122.000 Lb | 4.00000 488.00| 4.06000 495.32| 5.00000 610.00 Seeding, Mixture TGM | | | 0460 8160061 2664.000 Syd | 1.80000 4795.20| 0.58000 1545.12| 2.00000 5328.00 Topsoil Surface, Furn, 3 inch | | | 0470 8167050 1.000 Ea | 4000.00000 4000.00| 15163.93000 15163.93| 7500.00000 7500.00 _ Drain Erosion Control | | | SECTION TOTALS | $ 450,532.26| $ 463,486.35| $ 471,494.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Bridge Work | | | 0480 2030003 4.000 Ea | 6000.00000 24000.00| 4147.50000 16590.00| 4500.00000 18000.00 Culv, Rem, Over 48 inch | | | 0490 2060002 1262.000 Cyd | 15.00000 18930.00| 18.80000 23725.60| 15.00000 18930.00 Backfill, Structure, CIP | | | 0500 2060010 2717.000 Cyd | 10.00000 27170.00| 9.88000 26843.96| 12.00000 32604.00 Excavation, Fdn | | | 0510 2080011 8.000 Ea | 0.01000 0.08| 115.46000 923.68| 100.00000 800.00 Erosion Control, Filter Bag | | | 0520 2087001 200.000 Ft | 0.01000 2.00| 21.76000 4352.00| 10.00000 2000.00 _ Turbidity Curtain (Shallow) | | | 0530 4017001 67.000 Ft | 1925.25000 128991.75| 1641.48000 109979.16| 2480.00000 166160.00 _ Three Sided Culvert, 141st Ave | | | 0540 4017001 50.000 Ft | 2708.25000 135412.50| 2382.00000 119100.00| 3000.00000 150000.00 _ Three Sided Culvert, Fillmore Rd | | | 0550 7040007 1.000 LS | 30000.00000 30000.00| 50000.00000 50000.00| 47500.00000 47500.00 Cofferdams (B02 of 03-06-22) | | | 0560 7040007 1.000 LS | 24000.00000 24000.00| 59353.00000 59353.00| 66000.00000 66000.00 Cofferdams B01 of 03-06-22 | | | 0570 7057001 3800.000 Ft | 21.50000 81700.00| 22.00000 83600.00| 24.00000 91200.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 00337 |( 7 ) 01886 |( 8 ) 02499 |S-L and H Contractors Incorp |E.T. MacKenzie Company |Schippers Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 7057050 4.000 Ea | 1025.00000 4100.00| 2000.00000 8000.00| 1250.00000 5000.00 _ Test Pile, Steel, 12 inch LRFD | | | 0590 7057051 1.000 LS | 20000.00000 20000.00| 30500.00000 30500.00| 45500.00000 45500.00 _ Pile Driving Equipment, Furn, LRFD | | | (B01 of 03-06-22) | | | 0600 7057051 1.000 LS | 20000.00000 20000.00| 30500.00000 30500.00| 33000.00000 33000.00 _ Pile Driving Equipment, Furn, LRFD | | | (B02 of 03-06-22) | | | 0610 7060004 146.000 Cyd | 300.00000 43800.00| 173.57000 25341.22| 150.00000 21900.00 Conc, Grade T | | | 0620 7060010 480.000 Cyd | 400.00000 192000.00| 434.90000 208752.00| 270.00000 129600.00 Substructure Conc | | | 0630 7060035 29062.000 Lb | 1.75000 50858.50| 0.82000 23830.84| 1.00000 29062.00 Reinforcement, Steel, Epoxy Coated | | | 0640 7100001 592.000 Sft | 3.50000 2072.00| 4.28000 2533.76| 5.00000 2960.00 Joint Waterproofing | | | 0650 7117001 175.000 Ft | 142.45000 24928.75| 97.41000 17046.75| 100.00000 17500.00 _ Bridge Railing, Guardrail Type | | | 0660 8137031 624.000 Ton | 50.00000 31200.00| 51.61000 32204.64| 50.00000 31200.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 859,165.58| $ 873,176.61| $ 908,916.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,309,697.84| $ 1,336,662.96| $ 1,380,410.46 ==================================================================================================================================== PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 02436 |( ) |( ) |Diversco 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 | 142000.00000 142000.00| | Mobilization, Max. ____ $142000.00 | | | 0020 1040001 1.000 LS | 9500.00000 9500.00| | Contractor Staking (B01 of 03-06-22) | | | 0030 1040001 1.000 LS | 9500.00000 9500.00| | Contractor Staking (B02 of 03-06-22) | | | 0040 1040020 10.000 Hr | 0.01000 0.10| | Staking Plan Errors and Extras, One | | | Person | | | 0050 1040021 10.000 Hr | 85.00000 850.00| | Staking Plan Errors and Extras, Two | | | Person | | | 0060 1040022 4.000 Hr | 0.01000 0.04| | Staking Plan Errors and Extras, Three | | | Person | | | 0070 2017002 11.000 Sta | 1000.00000 11000.00| | _ Clearing, Modified | | | 0080 2030002 3.000 Ea | 3500.00000 10500.00| | Culv, Rem, 24 inch to 48 inch | | | 0090 2047011 3330.000 Syd | 5.00000 16650.00| | _ Pavt, Rem, Modified | | | 0100 2050010 1136.000 Cyd | 9.50000 10792.00| | Embankment, CIP | | | 0110 2050015 214.000 Cyd | 15.00000 3210.00| | Excavation, Channel | | | 0120 2050016 3400.000 Cyd | 7.00000 23800.00| | Excavation, Earth | | | 0130 2050041 1000.000 Cyd | 16.00000 16000.00| | Subgrade Undercutting, Type II | | | 0140 2057002 11.000 Sta | 2300.00000 25300.00| | _ Machine Grading, Modified | | | 0150 2080025 1000.000 Ft | 2.00000 2000.00| | Erosion Control, Silt Fence | | | 0160 3010002 2965.000 Cyd | 10.00000 29650.00| | Subbase, CIP | | | 0170 3020016 5316.000 Syd | 5.00000 26580.00| | Aggregate Base, 6 inch | | | 0180 3030020 2425.000 Syd | 2.50000 6062.50| | Geotextile Separator | | | PAGE : 005 -14 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 02436 |( ) |( ) |Diversco Construction Compan | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 3037011 2425.000 Syd | 6.50000 15762.50| | _ High Performance Biaxial Geogrid | | | 0200 3070021 60.000 Ton | 15.00000 900.00| | Approach, Cl II | | | 0210 3070121 220.000 Ton | 18.00000 3960.00| | Shoulder, Cl II | | | 0220 4010005 222.000 Ft | 39.00000 8658.00| | Culv, Cl A, 36 inch | | | 0230 4010125 56.000 Ft | 59.00000 3304.00| | Culv, Cl E, 36 inch | | | 0240 4010837 4.000 Ea | 700.00000 2800.00| | Culv End Sect, 36 inch | | | 0250 4010846 2.000 Ea | 1300.00000 2600.00| | Culv End Sect, Conc, 36 inch | | | 0260 4021275 278.000 Ft | 4.00000 1112.00| | Video Taping Sewer and Culv Pipe | | | 0270 5020031 1150.000 Ton | 66.00000 75900.00| | HMA, 3C | | | 0280 5020032 470.000 Ton | 71.00000 33370.00| | HMA, 4C | | | 0290 8070000 82.000 Ft | 15.00000 1230.00| | Guardrail, Type B | | | 0300 8070042 7.000 Ea | 1995.00000 13965.00| | Guardrail Approach Terminal, Type 2B | | | 0310 8070080 25.000 Ea | 5.00000 125.00| | Guardrail Reflector | | | 0320 8077050 7.000 Ea | 775.00000 5425.00| | _ Guardrail Anch, Bridge, Nested Type | | | 0330 8077050 1.000 Ea | 825.00000 825.00| | _ Guardrail Anch, Modified | | | 0340 8077050 1.000 Ea | 2250.00000 2250.00| | _ Guardrail Approach Modified | | | 0350 8120005 15.000 Ea | 95.00000 1425.00| | Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0360 8120006 15.000 Ea | 25.00000 375.00| | Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0370 8120050 1.000 LS | 7500.00000 7500.00| | Minor Traf Devices | | | 0380 8120110 4.000 Ea | 3300.00000 13200.00| | Sign, Portable, Changeable Message, Fur | | | PAGE : 005 -15 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 02436 |( ) |( ) |Diversco Construction Compan | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0390 8120111 4.000 Ea | 750.00000 3000.00| | Sign, Portable, Changeable Message, Ope | | | 0400 8120120 668.000 Sft | 5.00000 3340.00| | Sign, Type B, Temp, Furn | | | 0410 8120121 668.000 Sft | 1.00000 668.00| | Sign, Type B, Temp, Oper | | | 0420 8160020 127.000 Lb | 3.00000 381.00| | Fertilizer, Chemical Nutrient, Cl A | | | 0430 8160027 2534.000 Syd | 1.50000 3801.00| | Mulch Blanket | | | 0440 8160028 130.000 Syd | 2.25000 292.50| | Mulch Blanket, High Velocity | | | 0450 8160038 122.000 Lb | 5.00000 610.00| | Seeding, Mixture TGM | | | 0460 8160061 2664.000 Syd | 1.25000 3330.00| | Topsoil Surface, Furn, 3 inch | | | 0470 8167050 1.000 Ea | 15000.00000 15000.00| | _ Drain Erosion Control | | | SECTION TOTALS | $ 568,503.64| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Bridge Work | | | 0480 2030003 4.000 Ea | 25000.00000 100000.00| | Culv, Rem, Over 48 inch | | | 0490 2060002 1262.000 Cyd | 16.00000 20192.00| | Backfill, Structure, CIP | | | 0500 2060010 2717.000 Cyd | 12.00000 32604.00| | Excavation, Fdn | | | 0510 2080011 8.000 Ea | 750.00000 6000.00| | Erosion Control, Filter Bag | | | 0520 2087001 200.000 Ft | 18.00000 3600.00| | _ Turbidity Curtain (Shallow) | | | 0530 4017001 67.000 Ft | 2850.00000 190950.00| | _ Three Sided Culvert, 141st Ave | | | 0540 4017001 50.000 Ft | 3000.00000 150000.00| | _ Three Sided Culvert, Fillmore Rd | | | 0550 7040007 1.000 LS | 22500.00000 22500.00| | Cofferdams (B02 of 03-06-22) | | | 0560 7040007 1.000 LS | 26500.00000 26500.00| | Cofferdams B01 of 03-06-22 | | | 0570 7057001 3800.000 Ft | 31.00000 117800.00| | _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | PAGE : 005 -16 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 03006-89178 COUNTIES : Allegan County LETTING DATE : 06/05/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 9 ) 02436 |( ) |( ) |Diversco Construction Compan | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 7057050 4.000 Ea | 2000.00000 8000.00| | _ Test Pile, Steel, 12 inch LRFD | | | 0590 7057051 1.000 LS | 15000.00000 15000.00| | _ Pile Driving Equipment, Furn, LRFD | | | (B01 of 03-06-22) | | | 0600 7057051 1.000 LS | 15000.00000 15000.00| | _ Pile Driving Equipment, Furn, LRFD | | | (B02 of 03-06-22) | | | 0610 7060004 146.000 Cyd | 137.00000 20002.00| | Conc, Grade T | | | 0620 7060010 480.000 Cyd | 263.00000 126240.00| | Substructure Conc | | | 0630 7060035 29062.000 Lb | 0.99000 28771.38| | Reinforcement, Steel, Epoxy Coated | | | 0640 7100001 592.000 Sft | 6.00000 3552.00| | Joint Waterproofing | | | 0650 7117001 175.000 Ft | 125.00000 21875.00| | _ Bridge Railing, Guardrail Type | | | 0660 8137031 624.000 Ton | 56.00000 34944.00| | _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 943,530.38| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,512,034.02| $ 0.00| $ ====================================================================================================================================