MICHIGAN DEPARTMENT OF TRANSPORTATION DATE : 04/06/09 PAGE : 012 -1 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST CONTRACT TIME : 08/04/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : N/A Removal of existing structure, construction of a three-sided culvert on cantilevered abutments and related approach work on 116th Street over Gun River, Allegan County. VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------------- TOTAL % OF % OF RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 584,142.10 115.5812% 100.0000% 1 00272 J. Slagter & Son Construction Co. $ 505,395.40 100.0000% 86.5193% 2 00356 Milbocker and Sons, Inc. $ 584,871.56 115.7255% 100.1249% 3 08594 J.E. Kloote Contracting, Inc. $ 597,401.58 118.2048% 102.2699% 4 00170 L.W. Lamb, Inc. $ 603,244.75 119.3609% 103.2702% 5 02946 Anlaan Corporation $ 655,033.22 129.6081% 112.1359% 6 01501 Nashville Construction Company $ 669,988.66 132.5672% 114.6962% 7 01886 E.T. MacKenzie Company $ 736,752.15 145.7774% 126.1255% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00272 |( 2 ) 00356 |ENGINEER'S ESTIMATE |J. Slagter & Son Constructio |Milbocker and Sons, 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 | 53000.00000 53000.00| 30000.00000 30000.00| 53000.00000 53000.00 Mobilization, Max. ____ $53000.00 | | | 0020 1040001 1.000 LS | 5000.00000 5000.00| 4250.00000 4250.00| 10000.00000 10000.00 Contractor Staking | | | 0030 1040020 5.000 Hr | 75.00000 375.00| 0.01000 0.05| 0.01000 0.05 Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 2.000 Hr | 100.00000 200.00| 100.00000 200.00| 0.01000 0.02 Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 2.000 Hr | 125.00000 250.00| 0.01000 0.02| 0.01000 0.02 Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 3.000 Sta | 500.00000 1500.00| 2000.00000 6000.00| 250.00000 750.00 _ Clearing, Modified | | | 0070 2040011 950.000 Syd | 3.00000 2850.00| 3.65000 3467.50| 1.00000 950.00 Pavt, Rem | | | 0080 2050010 108.000 Cyd | 5.00000 540.00| 4.50000 486.00| 5.00000 540.00 Embankment, CIP | | | 0090 2050016 1148.000 Cyd | 4.00000 4592.00| 5.65000 6486.20| 2.00000 2296.00 Excavation, Earth | | | PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00272 |( 2 ) 00356 |ENGINEER'S ESTIMATE |J. Slagter & Son Constructio |Milbocker and Sons, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 2057002 3.000 Sta | 500.00000 1500.00| 745.65000 2236.95| 1150.00000 3450.00 _ Machine Grading, Modified | | | 0110 2080025 500.000 Ft | 2.00000 1000.00| 2.65000 1325.00| 1.00000 500.00 Erosion Control, Silt Fence | | | 0120 3010002 631.000 Cyd | 8.00000 5048.00| 7.20000 4543.20| 10.00000 6310.00 Subbase, CIP | | | 0130 3020001 455.000 Ton | 15.00000 6825.00| 16.95000 7712.25| 15.00000 6825.00 Aggregate Base | | | 0140 3070121 55.000 Ton | 15.00000 825.00| 14.00000 770.00| 15.25000 838.75 Shoulder, Cl II | | | 0150 5020031 288.000 Ton | 95.00000 27360.00| 73.95000 21297.60| 72.49000 20877.12 HMA, 3C | | | 0160 5020032 108.000 Ton | 100.00000 10800.00| 77.80000 8402.40| 84.00000 9072.00 HMA, 4C | | | 0170 8070000 144.000 Ft | 15.00000 2160.00| 14.00000 2016.00| 15.00000 2160.00 Guardrail, Type B | | | 0180 8070010 13.000 Ft | 18.00000 234.00| 14.00000 182.00| 15.00000 195.00 Guardrail, Curved, Type B | | | 0190 8070042 3.000 Ea | 2000.00000 6000.00| 2225.00000 6675.00| 2150.00000 6450.00 Guardrail Approach Terminal, Type 2B | | | 0200 8070065 1.000 Ea | 170.00000 170.00| 29.50000 29.50| 150.00000 150.00 Guardrail Buffered End | | | 0210 8070080 10.000 Ea | 4.00000 40.00| 5.00000 50.00| 5.00000 50.00 Guardrail Reflector | | | 0220 8077050 2.000 Ea | 1800.00000 3600.00| 795.00000 1590.00| 950.00000 1900.00 _ Guardrail Anch, Bridge, Nested Type | | | 0230 8077050 1.000 Ea | 1800.00000 1800.00| 945.00000 945.00| 1080.00000 1080.00 _ Guardrail Anch, Bridge, Nested Type, | | | Northeast | | | 0240 8077050 1.000 Ea | 1800.00000 1800.00| 945.00000 945.00| 1080.00000 1080.00 _ Guardrail Anch, Bridge, Nested Type, | | | Southeast | | | 0250 8120005 5.000 Ea | 100.00000 500.00| 79.00000 395.00| 80.00000 400.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0260 8120006 5.000 Ea | 20.00000 100.00| 1.00000 5.00| 1.00000 5.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0270 8120016 80.000 Ft | 12.00000 960.00| 10.00000 800.00| 8.00000 640.00 Conc Barrier, Temp, Furn | | | 0280 8120017 80.000 Ft | 5.00000 400.00| 10.00000 800.00| 5.00000 400.00 Conc Barrier, Temp, Oper | | | PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00272 |( 2 ) 00356 |ENGINEER'S ESTIMATE |J. Slagter & Son Constructio |Milbocker and Sons, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0290 8120030 1.000 LS | 1000.00000 1000.00| 0.01000 0.01| 100.00000 100.00 Flag Control | | | 0300 8120035 2.000 Ea | 140.00000 280.00| 51.00000 102.00| 51.24000 102.48 High Intensity Light, Type B, Furn | | | 0310 8120036 2.000 Ea | 10.00000 20.00| 1.00000 2.00| 1.00000 2.00 High Intensity Light, Type B, Oper | | | 0320 8120050 1.000 LS | 500.00000 500.00| 4000.00000 4000.00| 2500.00000 2500.00 Minor Traf Devices | | | 0330 8120102 15.000 Ea | 25.00000 375.00| 25.00000 375.00| 25.12000 376.80 Plastic Drum, High Intensity, Lighted, | | | Furn | | | 0340 8120103 15.000 Ea | 5.00000 75.00| 1.00000 15.00| 1.00000 15.00 Plastic Drum, High Intensity, Lighted, | | | Oper | | | 0350 8120120 322.000 Sft | 4.00000 1288.00| 5.00000 1610.00| 5.02000 1616.44 Sign, Type B, Temp, Furn | | | 0360 8120121 322.000 Sft | 2.00000 644.00| 0.25000 80.50| 0.25000 80.50 Sign, Type B, Temp, Oper | | | 0370 8160020 30.000 Lb | 3.00000 90.00| 15.60000 468.00| 2.51000 75.30 Fertilizer, Chemical Nutrient, Cl A | | | 0380 8160027 625.000 Syd | 1.50000 937.50| 1.95000 1218.75| 1.09000 681.25 Mulch Blanket | | | 0390 8160038 29.000 Lb | 3.50000 101.50| 15.60000 452.40| 5.02000 145.58 Seeding, Mixture TGM | | | 0400 8160061 625.000 Syd | 2.00000 1250.00| 2.85000 1781.25| 2.13000 1331.25 Topsoil Surface, Furn, 3 inch | | | SECTION TOTALS | $ 145,990.00| $ 121,714.58| $ 136,945.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Bridge Work | | | 0410 2030003 2.000 Ea | 7500.00000 15000.00| 4000.00000 8000.00| 15000.00000 30000.00 Culv, Rem, Over 48 inch | | | 0420 2060002 716.000 Cyd | 12.00000 8592.00| 17.50000 12530.00| 10.00000 7160.00 Backfill, Structure, CIP | | | 0430 2060010 1648.000 Cyd | 9.00000 14832.00| 9.50000 15656.00| 8.00000 13184.00 Excavation, Fdn | | | 0440 2080011 4.000 Ea | 200.00000 800.00| 50.00000 200.00| 100.00000 400.00 Erosion Control, Filter Bag | | | 0450 2087001 100.000 Ft | 10.00000 1000.00| 3.50000 350.00| 10.00000 1000.00 _ Turbidity Curtain (Shallow) | | | 0460 4017001 50.000 Ft | 3000.00000 150000.00| 2800.00000 140000.00| 3200.00000 160000.00 _ Three Sided Culvert | | | PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00272 |( 2 ) 00356 |ENGINEER'S ESTIMATE |J. Slagter & Son Constructio |Milbocker and Sons, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0470 7040007 1.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 55000.00000 55000.00 Cofferdams | | | 0480 7057001 1725.000 Ft | 30.00000 51750.00| 33.00000 56925.00| 20.00000 34500.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0490 7057050 2.000 Ea | 1000.00000 2000.00| 3000.00000 6000.00| 500.00000 1000.00 _ Test Pile, Steel, 12 inch LRFD | | | 0500 7057051 1.000 LS | 15000.00000 15000.00| 15000.00000 15000.00| 40000.00000 40000.00 _ Pile Driving Equipment, Furn, LRFD | | | (B02 of 03-15-21) | | | 0510 7060004 104.000 Cyd | 250.00000 26000.00| 125.00000 13000.00| 150.00000 15600.00 Conc, Grade T | | | 0520 7060010 290.000 Cyd | 350.00000 101500.00| 255.00000 73950.00| 200.00000 58000.00 Substructure Conc | | | 0530 7060035 14837.000 Lb | 1.30000 19288.10| 0.86000 12759.82| 1.00000 14837.00 Reinforcement, Steel, Epoxy Coated | | | 0540 7100001 278.000 Sft | 5.00000 1390.00| 5.00000 1390.00| 3.50000 973.00 Joint Waterproofing | | | 0550 7117001 100.000 Ft | 100.00000 10000.00| 100.00000 10000.00| 102.72000 10272.00 _ Bridge Railing, Guardrail Type | | | 0560 8137031 120.000 Ton | 50.00000 6000.00| 66.00000 7920.00| 50.00000 6000.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 438,152.10| $ 383,680.82| $ 447,926.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 584,142.10| $ 505,395.40| $ 584,871.56 ==================================================================================================================================== PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 02946 |J.E. Kloote Contracting, Inc |L.W. Lamb, 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 | 53000.00000 53000.00| 50000.00000 50000.00| 53000.00000 53000.00 Mobilization, Max. ____ $53000.00 | | | 0020 1040001 1.000 LS | 4500.00000 4500.00| 10000.00000 10000.00| 4250.00000 4250.00 Contractor Staking | | | 0030 1040020 5.000 Hr | 0.02000 0.10| 1.00000 5.00| 0.01000 0.05 Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 2.000 Hr | 100.00000 200.00| 1.00000 2.00| 100.00000 200.00 Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 2.000 Hr | 0.02000 0.04| 1.00000 2.00| 0.01000 0.02 Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 3.000 Sta | 2000.00000 6000.00| 300.00000 900.00| 2000.00000 6000.00 _ Clearing, Modified | | | 0070 2040011 950.000 Syd | 3.65000 3467.50| 4.00000 3800.00| 3.65000 3467.50 Pavt, Rem | | | 0080 2050010 108.000 Cyd | 4.50000 486.00| 4.00000 432.00| 4.50000 486.00 Embankment, CIP | | | 0090 2050016 1148.000 Cyd | 5.65000 6486.20| 8.00000 9184.00| 5.65000 6486.20 Excavation, Earth | | | 0100 2057002 3.000 Sta | 1750.00000 5250.00| 2600.00000 7800.00| 746.00000 2238.00 _ Machine Grading, Modified | | | 0110 2080025 500.000 Ft | 3.00000 1500.00| 1.50000 750.00| 2.65000 1325.00 Erosion Control, Silt Fence | | | 0120 3010002 631.000 Cyd | 2.00000 1262.00| 9.00000 5679.00| 7.20000 4543.20 Subbase, CIP | | | 0130 3020001 455.000 Ton | 17.00000 7735.00| 16.00000 7280.00| 17.00000 7735.00 Aggregate Base | | | 0140 3070121 55.000 Ton | 14.00000 770.00| 30.00000 1650.00| 14.00000 770.00 Shoulder, Cl II | | | 0150 5020031 288.000 Ton | 75.00000 21600.00| 76.00000 21888.00| 73.95000 21297.60 HMA, 3C | | | 0160 5020032 108.000 Ton | 80.00000 8640.00| 82.00000 8856.00| 77.80000 8402.40 HMA, 4C | | | 0170 8070000 144.000 Ft | 17.00000 2448.00| 14.00000 2016.00| 14.00000 2016.00 Guardrail, Type B | | | 0180 8070010 13.000 Ft | 15.00000 195.00| 14.00000 182.00| 14.00000 182.00 Guardrail, Curved, Type B | | | PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 02946 |J.E. Kloote Contracting, Inc |L.W. Lamb, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 8070042 3.000 Ea | 2300.00000 6900.00| 2225.00000 6675.00| 2225.00000 6675.00 Guardrail Approach Terminal, Type 2B | | | 0200 8070065 1.000 Ea | 35.00000 35.00| 29.50000 29.50| 29.50000 29.50 Guardrail Buffered End | | | 0210 8070080 10.000 Ea | 8.00000 80.00| 5.00000 50.00| 5.00000 50.00 Guardrail Reflector | | | 0220 8077050 2.000 Ea | 800.00000 1600.00| 795.00000 1590.00| 795.00000 1590.00 _ Guardrail Anch, Bridge, Nested Type | | | 0230 8077050 1.000 Ea | 950.00000 950.00| 945.00000 945.00| 945.00000 945.00 _ Guardrail Anch, Bridge, Nested Type, | | | Northeast | | | 0240 8077050 1.000 Ea | 950.00000 950.00| 945.00000 945.00| 945.00000 945.00 _ Guardrail Anch, Bridge, Nested Type, | | | Southeast | | | 0250 8120005 5.000 Ea | 90.00000 450.00| 100.00000 500.00| 79.00000 395.00 Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0260 8120006 5.000 Ea | 15.00000 75.00| 79.00000 395.00| 1.00000 5.00 Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0270 8120016 80.000 Ft | 15.00000 1200.00| 30.00000 2400.00| 15.00000 1200.00 Conc Barrier, Temp, Furn | | | 0280 8120017 80.000 Ft | 8.00000 640.00| 2.00000 160.00| 10.00000 800.00 Conc Barrier, Temp, Oper | | | 0290 8120030 1.000 LS | 4500.00000 4500.00| 150.00000 150.00| 300.00000 300.00 Flag Control | | | 0300 8120035 2.000 Ea | 55.00000 110.00| 51.00000 102.00| 51.00000 102.00 High Intensity Light, Type B, Furn | | | 0310 8120036 2.000 Ea | 1.00000 2.00| 1.00000 2.00| 1.00000 2.00 High Intensity Light, Type B, Oper | | | 0320 8120050 1.000 LS | 3500.00000 3500.00| 1500.00000 1500.00| 400.00000 400.00 Minor Traf Devices | | | 0330 8120102 15.000 Ea | 25.00000 375.00| 25.00000 375.00| 25.00000 375.00 Plastic Drum, High Intensity, Lighted, | | | Furn | | | 0340 8120103 15.000 Ea | 1.00000 15.00| 1.00000 15.00| 1.00000 15.00 Plastic Drum, High Intensity, Lighted, | | | Oper | | | 0350 8120120 322.000 Sft | 6.00000 1932.00| 5.00000 1610.00| 5.00000 1610.00 Sign, Type B, Temp, Furn | | | 0360 8120121 322.000 Sft | 0.30000 96.60| 0.25000 80.50| 0.25000 80.50 Sign, Type B, Temp, Oper | | | PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 02946 |J.E. Kloote Contracting, Inc |L.W. Lamb, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0370 8160020 30.000 Lb | 16.00000 480.00| 10.00000 300.00| 2.50000 75.00 Fertilizer, Chemical Nutrient, Cl A | | | 0380 8160027 625.000 Syd | 3.00000 1875.00| 1.50000 937.50| 1.08000 675.00 Mulch Blanket | | | 0390 8160038 29.000 Lb | 16.00000 464.00| 10.00000 290.00| 5.00000 145.00 Seeding, Mixture TGM | | | 0400 8160061 625.000 Syd | 3.00000 1875.00| 2.60000 1625.00| 2.85000 1781.25 Topsoil Surface, Furn, 3 inch | | | SECTION TOTALS | $ 151,644.44| $ 151,102.50| $ 140,594.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Bridge Work | | | 0410 2030003 2.000 Ea | 5000.00000 10000.00| 8000.00000 16000.00| 10000.00000 20000.00 Culv, Rem, Over 48 inch | | | 0420 2060002 716.000 Cyd | 14.00000 10024.00| 15.00000 10740.00| 10.00000 7160.00 Backfill, Structure, CIP | | | 0430 2060010 1648.000 Cyd | 9.00000 14832.00| 12.50000 20600.00| 10.00000 16480.00 Excavation, Fdn | | | 0440 2080011 4.000 Ea | 125.00000 500.00| 125.00000 500.00| 250.00000 1000.00 Erosion Control, Filter Bag | | | 0450 2087001 100.000 Ft | 12.00000 1200.00| 5.00000 500.00| 20.00000 2000.00 _ Turbidity Curtain (Shallow) | | | 0460 4017001 50.000 Ft | 3000.00000 150000.00| 2250.00000 112500.00| 4200.00000 210000.00 _ Three Sided Culvert | | | 0470 7040007 1.000 LS | 50000.00000 50000.00| 50000.00000 50000.00| 35000.00000 35000.00 Cofferdams | | | 0480 7057001 1725.000 Ft | 22.00000 37950.00| 24.00000 41400.00| 20.00000 34500.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0490 7057050 2.000 Ea | 1500.00000 3000.00| 250.00000 500.00| 1000.00000 2000.00 _ Test Pile, Steel, 12 inch LRFD | | | 0500 7057051 1.000 LS | 37000.00000 37000.00| 31500.00000 31500.00| 30000.00000 30000.00 _ Pile Driving Equipment, Furn, LRFD | | | (B02 of 03-15-21) | | | 0510 7060004 104.000 Cyd | 0.01000 1.04| 150.00000 15600.00| 150.00000 15600.00 Conc, Grade T | | | 0520 7060010 290.000 Cyd | 325.00000 94250.00| 400.00000 116000.00| 375.00000 108750.00 Substructure Conc | | | 0530 7060035 14837.000 Lb | 1.30000 19288.10| 1.25000 18546.25| 1.00000 14837.00 Reinforcement, Steel, Epoxy Coated | | | 0540 7100001 278.000 Sft | 4.00000 1112.00| 2.00000 556.00| 4.00000 1112.00 Joint Waterproofing | | | PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 3 ) 08594 |( 4 ) 00170 |( 5 ) 02946 |J.E. Kloote Contracting, Inc |L.W. Lamb, Inc. |Anlaan Corporation LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0550 7117001 100.000 Ft | 100.00000 10000.00| 100.00000 10000.00| 100.00000 10000.00 _ Bridge Railing, Guardrail Type | | | 0560 8137031 120.000 Ton | 55.00000 6600.00| 60.00000 7200.00| 50.00000 6000.00 _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 445,757.14| $ 452,142.25| $ 514,439.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 597,401.58| $ 603,244.75| $ 655,033.22 ==================================================================================================================================== PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 01501 |( 7 ) 01886 |( ) |Nashville Construction Compa |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 | 35000.00000 35000.00| 53000.00000 53000.00| Mobilization, Max. ____ $53000.00 | | | 0020 1040001 1.000 LS | 4250.00000 4250.00| 4475.75000 4475.75| Contractor Staking | | | 0030 1040020 5.000 Hr | 0.02000 0.10| 0.01000 0.05| Staking Plan Errors and Extras, One | | | Person | | | 0040 1040021 2.000 Hr | 100.00000 200.00| 100.00000 200.00| Staking Plan Errors and Extras, Two | | | Person | | | 0050 1040022 2.000 Hr | 0.02000 0.04| 0.01000 0.02| Staking Plan Errors and Extras, Three | | | Person | | | 0060 2017002 3.000 Sta | 500.00000 1500.00| 500.00000 1500.00| _ Clearing, Modified | | | 0070 2040011 950.000 Syd | 5.00000 4750.00| 2.00000 1900.00| Pavt, Rem | | | 0080 2050010 108.000 Cyd | 4.00000 432.00| 2.00000 216.00| Embankment, CIP | | | 0090 2050016 1148.000 Cyd | 6.00000 6888.00| 6.00000 6888.00| Excavation, Earth | | | 0100 2057002 3.000 Sta | 500.00000 1500.00| 300.00000 900.00| _ Machine Grading, Modified | | | 0110 2080025 500.000 Ft | 2.00000 1000.00| 2.00000 1000.00| Erosion Control, Silt Fence | | | 0120 3010002 631.000 Cyd | 10.00000 6310.00| 9.00000 5679.00| Subbase, CIP | | | 0130 3020001 455.000 Ton | 17.48000 7953.40| 14.00000 6370.00| Aggregate Base | | | 0140 3070121 55.000 Ton | 30.00000 1650.00| 30.00000 1650.00| Shoulder, Cl II | | | 0150 5020031 288.000 Ton | 74.69000 21510.72| 79.56000 22913.28| HMA, 3C | | | 0160 5020032 108.000 Ton | 78.58000 8486.64| 79.56000 8592.48| HMA, 4C | | | 0170 8070000 144.000 Ft | 14.00000 2016.00| 14.92000 2148.48| Guardrail, Type B | | | 0180 8070010 13.000 Ft | 20.00000 260.00| 14.92000 193.96| Guardrail, Curved, Type B | | | PAGE : 012 -10 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 01501 |( 7 ) 01886 |( ) |Nashville Construction Compa |E.T. MacKenzie Company | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 8070042 3.000 Ea | 1975.00000 5925.00| 2337.31000 7011.93| Guardrail Approach Terminal, Type 2B | | | 0200 8070065 1.000 Ea | 100.00000 100.00| 29.83000 29.83| Guardrail Buffered End | | | 0210 8070080 10.000 Ea | 10.00000 100.00| 4.97000 49.70| Guardrail Reflector | | | 0220 8077050 2.000 Ea | 900.00000 1800.00| 835.46000 1670.92| _ Guardrail Anch, Bridge, Nested Type | | | 0230 8077050 1.000 Ea | 1175.00000 1175.00| 994.61000 994.61| _ Guardrail Anch, Bridge, Nested Type, | | | Northeast | | | 0240 8077050 1.000 Ea | 1175.00000 1175.00| 994.61000 994.61| _ Guardrail Anch, Bridge, Nested Type, | | | Southeast | | | 0250 8120005 5.000 Ea | 79.00000 395.00| 84.55000 422.75| Barricade, Type III, High Intensity, | | | Lighted, Furn | | | 0260 8120006 5.000 Ea | 1.00000 5.00| 0.99000 4.95| Barricade, Type III, High Intensity, | | | Lighted, Oper | | | 0270 8120016 80.000 Ft | 50.00000 4000.00| 49.76000 3980.80| Conc Barrier, Temp, Furn | | | 0280 8120017 80.000 Ft | 50.00000 4000.00| 49.75000 3980.00| Conc Barrier, Temp, Oper | | | 0290 8120030 1.000 LS | 0.01000 0.01| 0.99000 0.99| Flag Control | | | 0300 8120035 2.000 Ea | 51.00000 102.00| 54.71000 109.42| High Intensity Light, Type B, Furn | | | 0310 8120036 2.000 Ea | 1.00000 2.00| 0.99000 1.98| High Intensity Light, Type B, Oper | | | 0320 8120050 1.000 LS | 400.00000 400.00| 1343.27000 1343.27| Minor Traf Devices | | | 0330 8120102 15.000 Ea | 25.00000 375.00| 24.86000 372.90| Plastic Drum, High Intensity, Lighted, | | | Furn | | | 0340 8120103 15.000 Ea | 1.00000 15.00| 0.99000 14.85| Plastic Drum, High Intensity, Lighted, | | | Oper | | | 0350 8120120 322.000 Sft | 5.00000 1610.00| 4.97000 1600.34| Sign, Type B, Temp, Furn | | | 0360 8120121 322.000 Sft | 0.25000 80.50| 0.25000 80.50| Sign, Type B, Temp, Oper | | | PAGE : 012 -11 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 01501 |( 7 ) 01886 |( ) |Nashville Construction Compa |E.T. MacKenzie Company | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0370 8160020 30.000 Lb | 2.00000 60.00| 19.90000 597.00| Fertilizer, Chemical Nutrient, Cl A | | | 0380 8160027 625.000 Syd | 1.25000 781.25| 1.99000 1243.75| Mulch Blanket | | | 0390 8160038 29.000 Lb | 5.00000 145.00| 19.89000 576.81| Seeding, Mixture TGM | | | 0400 8160061 625.000 Syd | 2.00000 1250.00| 1.99000 1243.75| Topsoil Surface, Furn, 3 inch | | | SECTION TOTALS | $ 127,202.66| $ 143,952.68| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Bridge Work | | | 0410 2030003 2.000 Ea | 5000.00000 10000.00| 4000.00000 8000.00| Culv, Rem, Over 48 inch | | | 0420 2060002 716.000 Cyd | 12.00000 8592.00| 20.00000 14320.00| Backfill, Structure, CIP | | | 0430 2060010 1648.000 Cyd | 10.00000 16480.00| 10.00000 16480.00| Excavation, Fdn | | | 0440 2080011 4.000 Ea | 200.00000 800.00| 100.00000 400.00| Erosion Control, Filter Bag | | | 0450 2087001 100.000 Ft | 15.00000 1500.00| 44.79000 4479.00| _ Turbidity Curtain (Shallow) | | | 0460 4017001 50.000 Ft | 3560.00000 178000.00| 3182.99000 159149.50| _ Three Sided Culvert | | | 0470 7040007 1.000 LS | 40000.00000 40000.00| 102500.00000 102500.00| Cofferdams | | | 0480 7057001 1725.000 Ft | 30.00000 51750.00| 29.00000 50025.00| _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 0490 7057050 2.000 Ea | 1000.00000 2000.00| 1500.00000 3000.00| _ Test Pile, Steel, 12 inch LRFD | | | 0500 7057051 1.000 LS | 20000.00000 20000.00| 29903.00000 29903.00| _ Pile Driving Equipment, Furn, LRFD | | | (B02 of 03-15-21) | | | 0510 7060004 104.000 Cyd | 300.00000 31200.00| 208.92000 21727.68| Conc, Grade T | | | 0520 7060010 290.000 Cyd | 400.00000 116000.00| 457.68000 132727.20| Substructure Conc | | | 0530 7060035 14837.000 Lb | 2.00000 29674.00| 0.99000 14688.63| Reinforcement, Steel, Epoxy Coated | | | 0540 7100001 278.000 Sft | 5.00000 1390.00| 4.97000 1381.66| Joint Waterproofing | | | PAGE : 012 -12 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 03015-89176 COUNTIES : Allegan County LETTING DATE : 04/03/09 10:30 A.M. REGION : SOUTHWEST ==================================================================================================================================== |( 6 ) 01501 |( 7 ) 01886 |( ) |Nashville Construction Compa |E.T. MacKenzie Company | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0550 7117001 100.000 Ft | 282.00000 28200.00| 238.73000 23873.00| _ Bridge Railing, Guardrail Type | | | 0560 8137031 120.000 Ton | 60.00000 7200.00| 84.54000 10144.80| _ Riprap, Heavy, Modified | | | SECTION TOTALS | $ 542,786.00| $ 592,799.47| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 669,988.66| $ 736,752.15| $ ====================================================================================================================================