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12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F21 DATE : 12/19/03 DATE OF LETTING : 12/18/03 PAGE : 1 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 2853 L 0001 $ 19,895.00000 $ 19,895.00 2853 L 0002 $ 230.00000 $ 5,060.00 2853 L 0003 $ 17,250.00000 $ 17,250.00 2853 L 0004 $ 2.85000 $ 14,321.25 2853 L 0005 $ 8.00000 $ 1,640.00 2853 L 0006 $ 86.25000 $ 862.50 2853 L 0007 $ 7.50000 $ 102,562.50 2853 L 0008 $ 6.33000 $ 10,950.90 2853 L 0009 $ 8.05000 $ 7,148.40 2853 L 0010 $ 2.88000 $ 1,013.76 2853 L 0011 $ 33.60000 $ 6,720.00 2853 L 0012 $ 41.40000 $ 6,210.00 2853 L 0013 $ 1.38000 $ 1,207.50 2853 L 0014 $ 2.01000 $ 5,557.65 2853 L 0015 $ 4.60000 $ 12,811.00 2853 L 0016 $ 632.50000 $ 632.50 2853 L 0017 $ 822.58000 $ 1,398.39 2853 L 0018 $ 97.75000 $ 371.45 2853 L 0019 $ 37,904.00000 $ 37,904.00 2853 L 0020 $ 13.50000 $ 567.00 2853 L 0021 $ 3.42000 $ 1,395.36 2853 L 0022 $ 238.05000 $ 45,610.38 2853 L 0023 $ 0.89000 $ 19,086.05 2853 L 0024 $ 2,435.70000 $ 2,435.70 2853 L 0025 $ 2,435.70000 $ 2,435.70 2853 L 0026 $ 4,406.80000 $ 4,406.80 2853 L 0027 $ 4,406.80000 $ 4,406.80 2853 L 0028 $ 139.50000 $ 5,022.00 2853 L 0029 $ 405.82000 $ 47,683.85 2853 L 0030 $ 413.36000 $ 179,108.89 2853 L 0031 $ 198,099.00000 $ 198,099.00 2853 L 0032 $ 36,110.00000 $ 36,110.00 2853 L 0033 $ 1.37000 $ 1,842.65 2853 L 0034 $ 30.51000 $ 11,593.80 2853 L 0035 $ 0.72000 $ 59,572.80 2853 L 0036 $ 26.02000 $ 131,140.80 2853 L 0037 $ 13.80000 $ 55,890.00 2853 L 0038 $ 13.48000 $ 4,313.60 2853 L 0086 $ 55,075.80000 $ 55,075.80 2853 L 0087 $ 9.09000 $ 6,562.98 2853 L 0088 $ 3.42000 $ 1,901.52 2853 L 0089 $ 240.20000 $ 46,022.32 NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F21 DATE : 12/19/03 DATE OF LETTING : 12/18/03 PAGE : 2 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 2853 L 0090 $ 0.93000 $ 19,948.50 2853 L 0091 $ 2,435.70000 $ 2,435.70 2853 L 0092 $ 2,435.70000 $ 2,435.70 2853 L 0093 $ 4,986.40000 $ 4,986.40 2853 L 0094 $ 4,406.80000 $ 4,406.80 2853 L 0095 $ 4,406.80000 $ 4,406.80 2853 L 0096 $ 4,406.80000 $ 4,406.80 2853 L 0097 $ 4,986.40000 $ 4,986.40 2853 L 0098 $ 72.58000 $ 6,822.52 2853 L 0099 $ 351.68000 $ 25,320.96 2853 L 0100 $ 404.39000 $ 111,530.76 2853 L 0101 $ 431.24000 $ 367,200.86 2853 L 0102 $ 386,995.70000 $ 386,995.70 2853 L 0103 $ 61,336.40000 $ 61,336.40 2853 L 0104 $ 1.39000 $ 3,322.10 2853 L 0105 $ 28.75000 $ 15,467.50 2853 L 0106 $ 0.73000 $ 126,023.55 2853 L 0107 $ 25.15000 $ 163,475.00 2853 L 0108 $ 12.90000 $ 51,405.21 2853 L 0109 $ 4,626.45000 $ 4,626.45 2853 L 0110 $ 13.51000 $ 2,972.20 2853 L 0111 $ 37,902.85000 $ 37,902.85 2853 L 0112 $ 9.84000 $ 3,739.20 2853 L 0113 $ 3.42000 $ 2,223.00 2853 L 0114 $ 238.05000 $ 45,610.38 2853 L 0115 $ 0.89000 $ 19,219.55 2853 L 0116 $ 2,435.70000 $ 2,435.70 2853 L 0117 $ 2,435.70000 $ 2,435.70 2853 L 0118 $ 187.93000 $ 2,255.16 2853 L 0119 $ 402.38000 $ 19,394.72 2853 L 0120 $ 414.90000 $ 62,898.84 2853 L 0121 $ 68,986.20000 $ 68,986.20 2853 L 0122 $ 26,648.95000 $ 26,648.95 2853 L 0123 $ 1.15000 $ 1,224.75 2853 L 0124 $ 29.25000 $ 17,696.25 2853 L 0125 $ 0.80000 $ 25,972.00 2853 L 0126 $ 25.00000 $ 57,000.00 2853 L 0127 $ 13.95000 $ 56,065.05 2853 L 0128 $ 4,626.45000 $ 4,626.45 2853 L 0129 $ 13.62000 $ 4,630.80 2853 L 0149 $ 2,530.00000 $ 2,530.00 2853 L 0150 $ 15.53000 $ 3,494.25 NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F21 DATE : 12/19/03 DATE OF LETTING : 12/18/03 PAGE : 3 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 2853 L 0151 $ 1,844.60000 $ 22,135.20 2853 L 0152 $ 1,611.15000 $ 19,333.80 2853 L 0153 $ 27.60000 $ 745.20 2853 L 0154 $ 42,665.00000 $ 42,665.00 2853 L 0155 $ 16.10000 $ 6,279.00 2853 L 0156 $ 545.02000 $ 6,084.60 2853 L 0157 $ 39.93000 $ 28,350.30 2853 L 0158 $ 30.94000 $ 142,354.94 2853 L 0159 $ 143.75000 $ 1,006.25 2853 L 0160 $ 9.03000 $ 6,411.30 2853 L 0161 $ 63.25000 $ 3,162.50 2853 L 0162 $ 50.43000 $ 106,911.60 2853 L 0163 $ 4.60000 $ 5,510.80 2853 L 0164 $ 37.93000 $ 33,643.91 2853 L 0165 $ 3.45000 $ 2,891.10 2853 L 0166 $ 10.35000 $ 196.65 2853 L 0167 $ 90.85000 $ 4,896.63 2853 L 0168 $ 3.45000 $ 2,449.50 2853 L 0169 $ 31.19000 $ 17,248.07 2853 L 0170 $ 0.50000 $ 3,760.00 2853 L 0171 $ 1.03000 $ 5,765.94 2853 L 0172 $ 1.15000 $ 207.00 2853 L 0173 $ 0.29000 $ 7,771.42 2853 L 0174 $ 0.86000 $ 650.16 2853 L 0175 $ 0.29000 $ 1,000.50 2853 L 0176 $ 1.44000 $ 24,192.00 2853 L 0177 $ 0.29000 $ 2,030.00 2853 L 0178 $ 143.75000 $ 2,875.00 2853 L 0179 $ 48.79000 $ 56,718.38 2853 L 0180 $ 8.81000 $ 20,152.88 2853 L 0181 $ 460.00000 $ 5,520.00 2853 L 0182 $ 4,324.00000 $ 12,972.00 2853 L 0183 $ 8,625.00000 $ 8,625.00 2853 L 0184 $ 0.80000 $ 1,600.00 2853 L 0185 $ 1,437.50000 $ 1,437.50 2853 L 0186 $ 91.31000 $ 3,652.40 2853 L 0187 $ 109.60000 $ 1,096.00 2853 L 0188 $ 67.59000 $ 2,703.60 2853 L 0189 $ 74.06000 $ 2,221.80 2853 L 0190 $ 51.06000 $ 2,042.40 2853 P $ 0.00000 $ 3,634,573.04 2853 S 0001 $ 0.00000 $ 213,210.46 NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F21 DATE : 12/19/03 DATE OF LETTING : 12/18/03 PAGE : 4 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 2853 S 0002 $ 0.00000 $ 2,402.34 2853 S 0003 $ 0.00000 $ 848,625.18 2853 S 0006 $ 0.00000 $ 1,484,074.93 2853 S 0007 $ 0.00000 $ 460,965.55 2853 S 0009 $ 0.00000 $ 47,493.25 2853 S 0010 $ 0.00000 $ 410,807.35 2853 S 0011 $ 0.00000 $ 166,993.98 NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 5 VENDOR RANKING CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-92-5(106) ON N-92, CLARKS SOUTH BRIDGES. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED 0013 IN THIS LETTINGS IS LIMITED TO $4,000,000. 1742 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL BE 1742 ACCEPTED IN THIS LETTING IS LIMITED TO 3. 2853 SIMON CONTRACTORS AND SUBSIDIARIES HAS AN INVALID BID 2853 BECAUSE THEY DID NOT APPLY ADDENDUM #1 AND AMENDMENT #1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 3,468,746.47 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 3,659,621.99 105.5027% 3 0013 THE DIAMOND ENGINEERING COMPANY $ 3,725,988.03 107.4160% 4 0805 A. M. COHRON & SON, INC. $ 3,840,790.51 110.7256% 5 2017 BRB CONTRACTORS, INC. $ 3,951,391.61 113.9141% * 2853 SIMON CONTRACTORS AND SUBSIDIARIES IRREGULAR NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -6 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 2611.00000 2611.00| 12500.00000 12500.00| 2200.00000 2200.00 MOBILIZATION | | | 0002 1000.00 22.000 EACH| 148.33000 3263.26| 120.00000 2640.00| 125.00000 2750.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 2136.00000 2136.00| 9800.00000 9800.00| 1800.00000 1800.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 5025.000 CY | 2.97000 14924.25| 3.50000 17587.50| 2.50000 12562.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 205.000 MGAL| 8.00000 1640.00| 8.00000 1640.00| 8.00000 1640.00 WATER | | | 0006 1012.00 10.000 EACH| 77.00000 770.00| 70.00000 700.00| 65.00000 650.00 RIGHT-OF-WAY MARKERS | | | 0007 1030.00 13675.000 CY | 4.81000 65776.75| 5.53000 75622.75| 4.05000 55383.75 EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1101.00 1730.000 SY | 5.34000 9238.20| 3.30000 5709.00| 4.50000 7785.00 REMOVE PAVEMENT | | | 0009 1102.00 888.000 SY | 5.34000 4741.92| 3.30000 2930.40| 4.50000 3996.00 REMOVE ASPHALT SURFACE | | | 0010 1106.00 352.000 SY | 5.34000 1879.68| 3.30000 1161.60| 4.50000 1584.00 REMOVE DRIVEWAY | | | 0011 1500.48 200.000 LF | 16.07000 3214.00| 38.00000 7600.00| 57.31000 11462.00 INSTALL 48" CORRUGATED METAL PIPE | | | 0012 1500.60 150.000 LF | 24.34000 3651.00| 38.00000 5700.00| 94.93000 14239.50 INSTALL 60" CORRUGATED METAL PIPE | | | 0013 7017.00 875.000 LF | 1.42000 1242.50| 1.10000 962.50| 1.50000 1312.50 REMOVE GUARDRAIL | | | 0014 L020.00 2765.000 SY | 1.84000 5087.60| 1.50000 4147.50| 1.50000 4147.50 EROSION CONTROL | | | 0015 L022.11 2785.000 LF | 2.55000 7101.75| 2.00000 5570.00| 2.00000 5570.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 127,277.91| $ 154,271.25| $ 127,082.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 5 SEEDING | | | 0016 0030.50 LUMP| 184.00000 184.00| 2800.00000 2800.00| 350.00000 350.00 MOBILIZATION | | | 0017 L001.02 1.700 ACRE| 777.18000 1321.21| 715.00000 1215.50| 715.00000 1215.50 SEEDING, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -7 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 L032.75 3.800 TON | 89.00000 338.20| 85.00000 323.00| 85.00000 323.00 MULCH | | | SECTION TOTALS | $ 1,843.41| $ 4,338.50| $ 1,888.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 168+27 3-90'0" SPANS NU-900 CONCRETE GIRDER BRIDGE | | | 0019 0030.60 LUMP| 79002.00000 79002.00| 65000.00000 65000.00| 20500.00000 20500.00 MOBILIZATION | | | 0020 1010.01 42.000 CY | 4.10000 172.20| 25.00000 1050.00| 9.50000 399.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0021 1043.50 408.000 SY | 1.02000 416.16| 2.00000 816.00| 2.50000 1020.00 RIPRAP FILTER FABRIC | | | 0022 3050.15 191.600 CY | 182.71000 35007.24| 210.00000 40236.00| 207.00000 39661.20 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 21445.000 LB | 0.65000 13939.25| 0.77000 16512.65| 0.82000 17584.90 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6000.10 40.000 LS | 3525.00000 3525.00| 6000.00000 6000.00| 2950.00000 2950.00 ABUTMENT NO.1 EXCAVATION | | | 0025 6000.11 40.000 LS | 3503.00000 3503.00| 6000.00000 6000.00| 2950.00000 2950.00 ABUTMENT NO.2 EXCAVATION | | | 0026 6001.50 10.000 LS | 7443.00000 7443.00| 8000.00000 8000.00| 3200.00000 3200.00 BENT NO.1 EXCAVATION | | | 0027 6001.51 10.000 LS | 12212.00000 12212.00| 8000.00000 8000.00| 3200.00000 3200.00 BENT NO.2 EXCAVATION | | | 0028 6005.60 36.000 EACH| 132.73000 4778.28| 350.00000 12600.00| 153.00000 5508.00 ELASTOMERIC BEARING | | | 0029 6010.22 117.500 CY | 283.18000 33273.65| 420.00000 49350.00| 566.00000 66505.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0030 6010.26 433.300 CY | 245.28000 106279.82| 290.00000 125657.00| 404.00000 175053.20 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0031 6011.11 269.700 LS | 191728.00000 191728.00| 190000.00000 190000.00| 266000.00000 266000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 168+27 | | | 0032 6040.00 1.000 EACH| 104202.00000 104202.00| 55000.00000 55000.00| 27500.00000 27500.00 REMOVE STRUCTURE AT STA. 167+96 | | | 0033 6080.00 1345.000 LB | 2.12000 2851.40| 2.50000 3362.50| 1.73000 2326.85 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -8 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 6104.00 380.000 TON | 5.16000 1960.80| 15.00000 5700.00| 12.50000 4750.00 BROKEN CONCRETE RIPRAP | | | 0035 6131.50 82740.000 LB | 0.65000 53781.00| 0.52000 43024.80| 0.68000 56263.20 EPOXY COATED REINFORCING STEEL | | | 0036 6210.50 5340.000 LF | 22.13000 118174.20| 20.00000 106800.00| 34.50000 184230.00 PIPE PILING | | | 0037 6310.00 4050.000 SF | 11.55000 46777.50| 13.00000 52650.00| 14.75000 59737.50 STEEL SHEET PILING | | | 0038 8091.00 320.000 CY | 9.49000 3036.80| 30.00000 9600.00| 18.00000 5760.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 822,063.30| $ 805,358.95| $ 945,098.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 168+27 2-85'0" & 1-100'0" ROLLED BEAM STEEL GIRDER BRIDGE | | | 0039 0030.60 LUMP| | | MOBILIZATION | | | 0040 1010.01 42.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0041 1043.50 408.000 SY | | | RIPRAP FILTER FABRIC | | | 0042 3050.15 191.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0043 3051.10 21445.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0044 6000.10 40.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0045 6000.11 40.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0046 6001.50 10.000 LS | | | BENT NO.1 EXCAVATION | | | 0047 6001.51 10.000 LS | | | BENT NO.2 EXCAVATION | | | 0048 6005.60 12.000 EACH| | | ELASTOMERIC BEARING | | | 0049 6005.83 12.000 EACH| | | FIXED BEARING | | | 0050 6010.22 118.100 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -9 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6010.26 363.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0052 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 167+96 | | | 0053 6071.12 399260.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 168+27 | | | 0054 6080.00 1345.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0055 6104.00 380.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0056 6131.50 94595.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0057 6210.50 4740.000 LF | | | PIPE PILING | | | 0058 6310.00 4050.000 SF | | | STEEL SHEET PILING | | | 0059 8091.00 320.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6B BRIDGE AT STA. 178+67 2-70'0" & 4-100'0" ROLLED BEAM STEEL GIRDER BRIDGE | | | 0060 0030.60 LUMP| | | MOBILIZATION | | | 0061 1010.01 722.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0062 1043.50 556.000 SY | | | RIPRAP FILTER FABRIC | | | 0063 3050.15 191.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0064 3051.10 21450.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0065 6000.10 5.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0066 6000.11 5.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0067 6001.50 5.000 LS | | | BENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -10 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 6001.51 5.000 LS | | | BENT NO.2 EXCAVATION | | | 0069 6001.52 5.000 LS | | | BENT NO.3 EXCAVATION | | | 0070 6001.53 5.000 LS | | | BENT NO.4 EXCAVATION | | | 0071 6001.54 5.000 LS | | | BENT NO.5 EXCAVATION | | | 0072 6005.35 94.000 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0073 6005.78 36.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0074 6005.83 6.000 EACH| | | FIXED BEARING | | | 0075 6010.22 253.900 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0076 6010.26 696.900 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0077 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 178+36 | | | 0078 6071.12 794340.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 178+67 | | | 0079 6080.00 2390.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0080 6104.00 538.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0081 6131.50 177005.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0082 6210.50 5540.000 LF | | | PIPE PILING | | | 0083 6310.00 3984.900 SF | | | STEEL SHEET PILING | | | 0084 6510.55 630.000 LS | | | TEMPORARY BRIDGE SHORING | | | 0085 8091.00 240.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6C BRIDGE AT STA. 178+67 6-90'0" SPANS NU-900 CONCRETE GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -11 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 0030.60 LUMP| 70410.00000 70410.00| 165000.00000 165000.00| 45000.00000 45000.00 MOBILIZATION | | | 0087 1010.01 722.000 CY | 2.33000 1682.26| 12.00000 8664.00| 5.50000 3971.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0088 1043.50 556.000 SY | 1.14000 633.84| 2.00000 1112.00| 2.50000 1390.00 RIPRAP FILTER FABRIC | | | 0089 3050.15 191.600 CY | 184.42000 35334.87| 200.00000 38320.00| 211.00000 40427.60 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0090 3051.10 21450.000 LB | 0.63000 13513.50| 0.56000 12012.00| 0.68000 14586.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0091 6000.10 5.000 LS | 26053.71000 26053.71| 10000.00000 10000.00| 3150.00000 3150.00 ABUTMENT NO.1 EXCAVATION | | | 0092 6000.11 5.000 LS | 26042.71000 26042.71| 10000.00000 10000.00| 3150.00000 3150.00 ABUTMENT NO.2 EXCAVATION | | | 0093 6001.50 5.000 LS | 39229.71000 39229.71| 26000.00000 26000.00| 8725.00000 8725.00 BENT NO.1 EXCAVATION | | | 0094 6001.51 5.000 LS | 39231.71000 39231.71| 26000.00000 26000.00| 8725.00000 8725.00 BENT NO.2 EXCAVATION | | | 0095 6001.52 5.000 LS | 39231.71000 39231.71| 26000.00000 26000.00| 8725.00000 8725.00 BENT NO.3 EXCAVATION | | | 0096 6001.53 5.000 LS | 39231.71000 39231.71| 26000.00000 26000.00| 8725.00000 8725.00 BENT NO.4 EXCAVATION | | | 0097 6001.54 5.000 LS | 39231.71000 39231.71| 26000.00000 26000.00| 8725.00000 8725.00 BENT NO.5 EXCAVATION | | | 0098 6005.35 94.000 LF | 65.44000 6151.36| 70.00000 6580.00| 93.00000 8742.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0099 6005.60 72.000 EACH| 314.24000 22625.28| 450.00000 32400.00| 424.00000 30528.00 ELASTOMERIC BEARING | | | 0100 6010.22 275.800 CY | 321.51000 88672.46| 350.00000 96530.00| 452.00000 124661.60 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0101 6010.26 851.500 CY | 236.70000 201550.05| 300.00000 255450.00| 364.50000 310371.75 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0102 6011.11 534.300 LS | 376156.00000 376156.00| 425000.00000 425000.00| 508000.00000 508000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 178+67 | | | 0103 6040.00 1.000 EACH| 205009.00000 205009.00| 140000.00000 140000.00| 21500.00000 21500.00 REMOVE STRUCTURE AT STA. 178+36 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -12 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 6080.00 2390.000 LB | 2.26000 5401.40| 2.50000 5975.00| 1.59000 3800.10 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0105 6104.00 538.000 TON | 3.62000 1947.56| 12.00000 6456.00| 9.00000 4842.00 BROKEN CONCRETE RIPRAP | | | 0106 6131.50 172635.000 LB | 0.63000 108760.05| 0.56000 96675.60| 0.68000 117391.80 EPOXY COATED REINFORCING STEEL | | | 0107 6210.50 6500.000 LF | 21.75000 141375.00| 22.00000 143000.00| 33.50000 217750.00 PIPE PILING | | | 0108 6310.00 3984.900 SF | 9.14000 36421.99| 14.00000 55788.60| 14.50000 57781.05 STEEL SHEET PILING | | | 0109 6510.55 630.000 LS | 6824.00000 6824.00| 10000.00000 10000.00| 6100.00000 6100.00 TEMPORARY BRIDGE SHORING | | | 0110 8091.00 220.000 CY | 9.49000 2087.80| 30.00000 6600.00| 18.00000 3960.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,572,809.39| $ 1,655,563.20| $ 1,570,727.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6D BRIDGE AT STA. 198+58 1-90'0" SPAN NU-900 CONCRETE GIRDER BRIDGE | | | 0111 0030.60 LUMP| 4745.00000 4745.00| 44000.00000 44000.00| 12000.00000 12000.00 MOBILIZATION | | | 0112 1010.01 380.000 CY | 2.33000 885.40| 12.00000 4560.00| 5.50000 2090.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0113 1043.50 650.000 SY | 1.14000 741.00| 2.00000 1300.00| 2.50000 1625.00 RIPRAP FILTER FABRIC | | | 0114 3050.15 191.600 CY | 187.30000 35886.68| 200.00000 38320.00| 211.00000 40427.60 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0115 3051.10 21595.000 LB | 0.65000 14036.75| 0.52000 11229.40| 0.68000 14684.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0116 6000.10 40.000 LS | 3746.00000 3746.00| 8000.00000 8000.00| 2950.00000 2950.00 ABUTMENT NO.1 EXCAVATION | | | 0117 6000.11 40.000 LS | 3724.00000 3724.00| 8000.00000 8000.00| 2950.00000 2950.00 ABUTMENT NO.2 EXCAVATION | | | 0118 6005.60 12.000 EACH| 146.57000 1758.84| 325.00000 3900.00| 187.00000 2244.00 ELASTOMERIC BEARING | | | 0119 6010.22 48.200 CY | 273.36000 13175.95| 450.00000 21690.00| 564.00000 27184.80 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0120 6010.26 151.600 CY | 279.58000 42384.33| 400.00000 60640.00| 466.00000 70645.60 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -13 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 6011.11 90.200 LS | 64210.00000 64210.00| 78000.00000 78000.00| 90000.00000 90000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 198+58 | | | 0122 6040.00 1.000 EACH| 10249.00000 10249.00| 30000.00000 30000.00| 7300.00000 7300.00 REMOVE STRUCTURE AT STA. 198+58 | | | 0123 6080.00 1065.000 LB | 2.27000 2417.55| 2.50000 2662.50| 1.26000 1341.90 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0124 6104.00 605.000 TON | 7.11000 4301.55| 12.00000 7260.00| 10.00000 6050.00 BROKEN CONCRETE RIPRAP | | | 0125 6131.50 32465.000 LB | 0.65000 21102.25| 0.52000 16881.80| 0.68000 22076.20 EPOXY COATED REINFORCING STEEL | | | 0126 6210.50 2280.000 LF | 21.92000 49977.60| 22.00000 50160.00| 34.25000 78090.00 PIPE PILING | | | 0127 6310.00 4019.000 SF | 10.31000 41435.89| 12.00000 48228.00| 14.50000 58275.50 STEEL SHEET PILING | | | 0128 6510.55 320.000 LS | 3186.00000 3186.00| 6000.00000 6000.00| 5700.00000 5700.00 TEMPORARY BRIDGE SHORING | | | 0129 8091.00 340.000 CY | 9.49000 3226.60| 30.00000 10200.00| 18.00000 6120.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 321,190.39| $ 451,031.70| $ 451,755.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6E BRIDGE AT STA. 198+58 1-90'0" ROLLED BEAM STEEL GIRDER BRIDGE | | | 0130 0030.60 LUMP| | | MOBILIZATION | | | 0131 1010.01 380.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0132 1043.50 650.000 SY | | | RIPRAP FILTER FABRIC | | | 0133 3050.15 191.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0134 3051.10 21595.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0135 6000.10 40.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0136 6000.11 40.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -14 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 6005.60 12.000 EACH| | | ELASTOMERIC BEARING | | | 0138 6010.22 48.200 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0139 6010.26 139.800 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0140 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 198+58 | | | 0141 6071.12 130735.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 198+58 | | | 0142 6080.00 1065.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0143 6104.00 605.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0144 6131.50 32880.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0145 6210.50 2020.000 LF | | | PIPE PILING | | | 0146 6310.00 4019.000 SF | | | STEEL SHEET PILING | | | 0147 6510.55 320.000 LS | | | TEMPORARY BRIDGE SHORING | | | 0148 8091.00 340.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 7 GUARDRAIL | | | 0149 0030.70 LUMP| 1780.00000 1780.00| 2500.00000 2500.00| 100.00000 100.00 MOBILIZATION | | | 0150 7011.20 225.000 LF | 16.02000 3604.50| 13.50000 3037.50| 12.00000 2700.00 W-BEAM GUARDRAIL | | | 0151 7020.00 12.000 EACH| 1903.32000 22839.84| 1604.00000 19248.00| 1600.00000 19200.00 BRIDGE APPROACH SECTIONS | | | 0152 7024.27 12.000 EACH| 1662.44000 19949.28| 1401.00000 16812.00| 1500.00000 18000.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 48,173.62| $ 41,597.50| $ 40,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 9 BITUMINOUS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -15 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 0002.55 27.000 STA | 7.12000 192.24| 24.24000 654.48| 24.00000 648.00 OVERLAY BROKEN LINES | | | 0154 0030.90 LUMP| 41450.00000 41450.00| 37900.00000 37900.00| 56000.00000 56000.00 MOBILIZATION | | | 0155 2001.00 390.000 CY | 9.08000 3541.20| 14.14000 5514.60| 14.00000 5460.00 GRAVEL SURFACE COURSE | | | 0156 2009.10 11.164 STA | 213.59000 2384.52| 478.64000 5343.54| 473.90000 5290.62 GRAVEL EMBEDMENT | | | 0157 2020.50 710.000 SY | 34.40000 24424.00| 35.07000 24899.70| 34.72000 24651.20 SURFACING 9" | | | 0158 2020.51 4601.000 SY | 31.92000 146863.92| 31.19000 143505.19| 26.90000 123766.90 SURFACING | | | 0159 2021.00 7.000 EACH| 59.00000 413.00| 126.25000 883.75| 125.00000 875.00 MAILBOX POST | | | 0160 8029.25 710.000 SY | 4.83000 3429.30| 7.93000 5630.30| 7.85000 5573.50 FOUNDATION COURSE | | | 0161 9005.00 50.000 TON | 65.26000 3263.00| 55.55000 2777.50| 55.00000 2750.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.5) | | | 0162 9005.45 2120.000 TON | 63.82000 135298.40| 44.29000 93894.80| 43.85000 92962.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0163 9009.00 1198.000 SY | 4.75000 5690.50| 4.04000 4839.92| 4.00000 4792.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0164 9009.87 887.000 SY | 35.16000 31186.92| 33.31000 29545.97| 32.98000 29253.26 SURFACING 8" | | | 0165 9034.00 838.000 SY | 3.56000 2983.28| 3.03000 2539.14| 3.00000 2514.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0166 9111.00 19.000 MGAL| 10.68000 202.92| 9.09000 172.71| 9.00000 171.00 WATER | | | 0167 9170.00 53.898 STA | 65.26000 3517.38| 79.79000 4300.52| 79.00000 4257.94 EARTH SHOULDER CONSTRUCTION | | | 0168 9173.20 710.000 SY | 2.47000 1753.70| 3.03000 2151.30| 3.00000 2130.00 SUBGRADE PREPARATION | | | 0169 9188.50 553.000 SY | 26.96000 14908.88| 27.39000 15146.67| 27.12000 14997.36 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 421,503.16| $ 379,700.09| $ 376,092.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -16 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 0001.08 7520.000 BDAY| 0.50000 3760.00| 0.50000 3760.00| 0.50000 3760.00 BARRICADE, TYPE II | | | 0171 0001.10 5598.000 BDAY| 1.48000 8285.04| 1.00000 5598.00| 1.00000 5598.00 BARRICADE, TYPE III | | | 0172 0001.75 180.000 EACH| 1.78000 320.40| 2.00000 360.00| 2.00000 360.00 TEMPORARY SIGN DAY | | | 0173 0001.90 26798.000 EACH| 0.42000 11255.16| 0.35000 9379.30| 0.35000 9379.30 SIGN DAY | | | 0174 0001.99 756.000 EACH| 1.19000 899.64| 1.00000 756.00| 1.00000 756.00 CONTRACTOR FURNISHED SIGN DAY | | | 0175 0002.30 3450.000 LF | 0.59000 2035.50| 0.40000 1380.00| 0.40000 1380.00 PAVEMENT MARKING REMOVAL | | | 0176 0002.39 16800.000 LF | 0.83000 13944.00| 0.80000 13440.00| 0.80000 13440.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0177 0002.47 7000.000 LF | 0.71000 4970.00| 0.85000 5950.00| 0.85000 5950.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0178 0003.10 20.000 DAY | 213.59000 4271.80| 250.00000 5000.00| 250.00000 5000.00 FLAGGING | | | 0179 0003.50 1162.500 LF | 35.91000 41745.38| 45.00000 52312.50| 61.00000 70912.50 CONCRETE PROTECTION BARRIER | | | 0180 0003.56 2287.500 LF | 1.99000 4552.13| 6.00000 13725.00| 7.50000 17156.25 RELOCATE CONCRETE PROTECTION BARRIER | | | 0181 0003.70 12.000 EACH| 533.97000 6407.64| 400.00000 4800.00| 400.00000 4800.00 TEMPORARY RUMBLE STRIP | | | 0182 0003.75 3.000 EACH| 10679.00000 32037.00| 9000.00000 27000.00| 9000.00000 27000.00 TEMPORARY TRAFFIC SIGNAL | | | 0183 0010.04 1.000 EACH| 2136.00000 2136.00| 7000.00000 7000.00| 5000.00000 5000.00 FIELD OFFICE | | | 0184 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0185 0030.00 LUMP| 1.00000 1.00| 6500.00000 6500.00| 30000.00000 30000.00 MOBILIZATION | | | 0186 9110.01 40.000 HOUR| 100.86000 4034.40| 65.00000 2600.00| 75.00000 3000.00 RENTAL OF LOADER, FULLY OPERATED | | | 0187 9110.02 10.000 HOUR| 101.00000 1010.00| 55.00000 550.00| 100.00000 1000.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0188 9110.03 40.000 HOUR| 100.86000 4034.40| 50.00000 2000.00| 75.00000 3000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -17 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0013 |HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 9110.06 30.000 HOUR| 100.86000 3025.80| 75.00000 2250.00| 75.00000 2250.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0190 9110.07 40.000 HOUR| 89.00000 3560.00| 45.00000 1800.00| 50.00000 2000.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 153,885.29| $ 167,760.80| $ 213,342.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,468,746.47| $ 3,659,621.99| $ 3,725,988.03 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -18 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 4100.00000 4100.00| 12711.00000 12711.00| MOBILIZATION | | | 0002 1000.00 22.000 EACH| 125.00000 2750.00| 137.27000 3019.94| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1800.00000 1800.00| 13862.16000 13862.16| GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 5025.000 CY | 2.50000 12562.50| 4.52000 22713.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 205.000 MGAL| 8.00000 1640.00| 8.00000 1640.00| WATER | | | 0006 1012.00 10.000 EACH| 65.00000 650.00| 84.00000 840.00| RIGHT-OF-WAY MARKERS | | | 0007 1030.00 13675.000 CY | 4.05000 55383.75| 6.71000 91759.25| EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1101.00 1730.000 SY | 4.50000 7785.00| 2.88000 4982.40| REMOVE PAVEMENT | | | 0009 1102.00 888.000 SY | 4.50000 3996.00| 4.00000 3552.00| REMOVE ASPHALT SURFACE | | | 0010 1106.00 352.000 SY | 4.50000 1584.00| 4.44000 1562.88| REMOVE DRIVEWAY | | | 0011 1500.48 200.000 LF | 57.31000 11462.00| 9.91000 1982.00| INSTALL 48" CORRUGATED METAL PIPE | | | 0012 1500.60 150.000 LF | 94.43000 14164.50| 9.91000 1486.50| INSTALL 60" CORRUGATED METAL PIPE | | | 0013 7017.00 875.000 LF | 1.20000 1050.00| 1.95000 1706.25| REMOVE GUARDRAIL | | | 0014 L020.00 2765.000 SY | 1.50000 4147.50| 1.50000 4147.50| EROSION CONTROL | | | 0015 L022.11 2785.000 LF | 2.00000 5570.00| 2.00000 5570.00| FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 128,645.25| $ 171,534.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 5 SEEDING | | | 0016 0030.50 LUMP| 2100.00000 2100.00| 2000.00000 2000.00| MOBILIZATION | | | 0017 L001.02 1.700 ACRE| 750.00000 1275.00| 750.00000 1275.00| SEEDING, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -19 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 L032.75 3.800 TON | 150.00000 570.00| 150.00000 570.00| MULCH | | | SECTION TOTALS | $ 3,945.00| $ 3,845.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 168+27 3-90'0" SPANS NU-900 CONCRETE GIRDER BRIDGE | | | 0019 0030.60 LUMP| 95000.00000 95000.00| 42000.00000 42000.00| MOBILIZATION | | | 0020 1010.01 42.000 CY | 2.75000 115.50| 7.00000 294.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0021 1043.50 408.000 SY | 2.25000 918.00| 2.50000 1020.00| RIPRAP FILTER FABRIC | | | 0022 3050.15 191.600 CY | 158.00000 30272.80| 209.00000 40044.40| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 21445.000 LB | 0.81000 17370.45| 0.78000 16727.10| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6000.10 40.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0025 6000.11 40.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0026 6001.50 10.000 LS | 14000.00000 14000.00| 20000.00000 20000.00| BENT NO.1 EXCAVATION | | | 0027 6001.51 10.000 LS | 14000.00000 14000.00| 20000.00000 20000.00| BENT NO.2 EXCAVATION | | | 0028 6005.60 36.000 EACH| 195.00000 7020.00| 180.00000 6480.00| ELASTOMERIC BEARING | | | 0029 6010.22 117.500 CY | 400.00000 47000.00| 500.00000 58750.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0030 6010.26 433.300 CY | 410.00000 177653.00| 320.00000 138656.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0031 6011.11 269.700 LS | 217455.00000 217455.00| 255000.00000 255000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 168+27 | | | 0032 6040.00 1.000 EACH| 54000.00000 54000.00| 58000.00000 58000.00| REMOVE STRUCTURE AT STA. 167+96 | | | 0033 6080.00 1345.000 LB | 2.25000 3026.25| 2.75000 3698.75| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -20 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 6104.00 380.000 TON | 14.00000 5320.00| 26.00000 9880.00| BROKEN CONCRETE RIPRAP | | | 0035 6131.50 82740.000 LB | 0.81000 67019.40| 0.83000 68674.20| EPOXY COATED REINFORCING STEEL | | | 0036 6210.50 5340.000 LF | 28.00000 149520.00| 26.00000 138840.00| PIPE PILING | | | 0037 6310.00 4050.000 SF | 12.25000 49612.50| 12.50000 50625.00| STEEL SHEET PILING | | | 0038 8091.00 320.000 CY | 21.00000 6720.00| 27.50000 8800.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 968,022.90| $ 947,489.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 168+27 2-85'0" & 1-100'0" ROLLED BEAM STEEL GIRDER BRIDGE | | | 0039 0030.60 LUMP| | | MOBILIZATION | | | 0040 1010.01 42.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0041 1043.50 408.000 SY | | | RIPRAP FILTER FABRIC | | | 0042 3050.15 191.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0043 3051.10 21445.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0044 6000.10 40.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0045 6000.11 40.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0046 6001.50 10.000 LS | | | BENT NO.1 EXCAVATION | | | 0047 6001.51 10.000 LS | | | BENT NO.2 EXCAVATION | | | 0048 6005.60 12.000 EACH| | | ELASTOMERIC BEARING | | | 0049 6005.83 12.000 EACH| | | FIXED BEARING | | | 0050 6010.22 118.100 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -21 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6010.26 363.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0052 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 167+96 | | | 0053 6071.12 399260.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 168+27 | | | 0054 6080.00 1345.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0055 6104.00 380.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0056 6131.50 94595.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0057 6210.50 4740.000 LF | | | PIPE PILING | | | 0058 6310.00 4050.000 SF | | | STEEL SHEET PILING | | | 0059 8091.00 320.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6B BRIDGE AT STA. 178+67 2-70'0" & 4-100'0" ROLLED BEAM STEEL GIRDER BRIDGE | | | 0060 0030.60 LUMP| | | MOBILIZATION | | | 0061 1010.01 722.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0062 1043.50 556.000 SY | | | RIPRAP FILTER FABRIC | | | 0063 3050.15 191.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0064 3051.10 21450.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0065 6000.10 5.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0066 6000.11 5.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0067 6001.50 5.000 LS | | | BENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -22 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 6001.51 5.000 LS | | | BENT NO.2 EXCAVATION | | | 0069 6001.52 5.000 LS | | | BENT NO.3 EXCAVATION | | | 0070 6001.53 5.000 LS | | | BENT NO.4 EXCAVATION | | | 0071 6001.54 5.000 LS | | | BENT NO.5 EXCAVATION | | | 0072 6005.35 94.000 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0073 6005.78 36.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0074 6005.83 6.000 EACH| | | FIXED BEARING | | | 0075 6010.22 253.900 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0076 6010.26 696.900 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0077 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 178+36 | | | 0078 6071.12 794340.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 178+67 | | | 0079 6080.00 2390.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0080 6104.00 538.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0081 6131.50 177005.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0082 6210.50 5540.000 LF | | | PIPE PILING | | | 0083 6310.00 3984.900 SF | | | STEEL SHEET PILING | | | 0084 6510.55 630.000 LS | | | TEMPORARY BRIDGE SHORING | | | 0085 8091.00 240.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6C BRIDGE AT STA. 178+67 6-90'0" SPANS NU-900 CONCRETE GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -23 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 0030.60 LUMP| 165000.00000 165000.00| 70000.00000 70000.00| MOBILIZATION | | | 0087 1010.01 722.000 CY | 2.60000 1877.20| 7.00000 5054.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0088 1043.50 556.000 SY | 2.25000 1251.00| 2.50000 1390.00| RIPRAP FILTER FABRIC | | | 0089 3050.15 191.600 CY | 158.00000 30272.80| 210.00000 40236.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0090 3051.10 21450.000 LB | 0.85000 18232.50| 0.78000 16731.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0091 6000.10 5.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0092 6000.11 5.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0093 6001.50 5.000 LS | 14000.00000 14000.00| 22000.00000 22000.00| BENT NO.1 EXCAVATION | | | 0094 6001.51 5.000 LS | 14000.00000 14000.00| 22000.00000 22000.00| BENT NO.2 EXCAVATION | | | 0095 6001.52 5.000 LS | 14000.00000 14000.00| 22000.00000 22000.00| BENT NO.3 EXCAVATION | | | 0096 6001.53 5.000 LS | 14000.00000 14000.00| 22000.00000 22000.00| BENT NO.4 EXCAVATION | | | 0097 6001.54 5.000 LS | 14000.00000 14000.00| 22000.00000 22000.00| BENT NO.5 EXCAVATION | | | 0098 6005.35 94.000 LF | 68.50000 6439.00| 75.00000 7050.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0099 6005.60 72.000 EACH| 395.00000 28440.00| 400.00000 28800.00| ELASTOMERIC BEARING | | | 0100 6010.22 275.800 CY | 415.00000 114457.00| 500.00000 137900.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0101 6010.26 851.500 CY | 425.00000 361887.50| 350.00000 298025.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0102 6011.11 534.300 LS | 426500.00000 426500.00| 560000.00000 560000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 178+67 | | | 0103 6040.00 1.000 EACH| 56000.00000 56000.00| 70000.00000 70000.00| REMOVE STRUCTURE AT STA. 178+36 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -24 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 6080.00 2390.000 LB | 2.25000 5377.50| 2.75000 6572.50| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0105 6104.00 538.000 TON | 14.00000 7532.00| 30.00000 16140.00| BROKEN CONCRETE RIPRAP | | | 0106 6131.50 172635.000 LB | 0.85000 146739.75| 0.83000 143287.05| EPOXY COATED REINFORCING STEEL | | | 0107 6210.50 6500.000 LF | 28.00000 182000.00| 26.00000 169000.00| PIPE PILING | | | 0108 6310.00 3984.900 SF | 12.25000 48815.03| 14.00000 55788.60| STEEL SHEET PILING | | | 0109 6510.55 630.000 LS | 12500.00000 12500.00| 13000.00000 13000.00| TEMPORARY BRIDGE SHORING | | | 0110 8091.00 220.000 CY | 21.00000 4620.00| 27.50000 6050.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,699,941.28| $ 1,765,024.15| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6D BRIDGE AT STA. 198+58 1-90'0" SPAN NU-900 CONCRETE GIRDER BRIDGE | | | 0111 0030.60 LUMP| | 32000.00000 32000.00| MOBILIZATION | | | 0112 1010.01 380.000 CY | | 7.00000 2660.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0113 1043.50 650.000 SY | | 2.50000 1625.00| RIPRAP FILTER FABRIC | | | 0114 3050.15 191.600 CY | | 208.00000 39852.80| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0115 3051.10 21595.000 LB | | 0.78000 16844.10| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0116 6000.10 40.000 LS | | 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0117 6000.11 40.000 LS | | 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0118 6005.60 12.000 EACH| | 200.00000 2400.00| ELASTOMERIC BEARING | | | 0119 6010.22 48.200 CY | | 420.00000 20244.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0120 6010.26 151.600 CY | | 330.00000 50028.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -25 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 6011.11 90.200 LS | | 90000.00000 90000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 198+58 | | | 0122 6040.00 1.000 EACH| | 18000.00000 18000.00| REMOVE STRUCTURE AT STA. 198+58 | | | 0123 6080.00 1065.000 LB | | 2.75000 2928.75| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0124 6104.00 605.000 TON | | 26.00000 15730.00| BROKEN CONCRETE RIPRAP | | | 0125 6131.50 32465.000 LB | | 0.94000 30517.10| EPOXY COATED REINFORCING STEEL | | | 0126 6210.50 2280.000 LF | | 26.00000 59280.00| PIPE PILING | | | 0127 6310.00 4019.000 SF | | 13.00000 52247.00| STEEL SHEET PILING | | | 0128 6510.55 320.000 LS | | 24000.00000 24000.00| TEMPORARY BRIDGE SHORING | | | 0129 8091.00 340.000 CY | | 27.50000 9350.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 477,706.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6E BRIDGE AT STA. 198+58 1-90'0" ROLLED BEAM STEEL GIRDER BRIDGE | | | 0130 0030.60 LUMP| 45000.00000 45000.00| | MOBILIZATION | | | 0131 1010.01 380.000 CY | 2.60000 988.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0132 1043.50 650.000 SY | 2.25000 1462.50| | RIPRAP FILTER FABRIC | | | 0133 3050.15 191.600 CY | 158.00000 30272.80| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0134 3051.10 21595.000 LB | 0.81000 17491.95| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0135 6000.10 40.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0136 6000.11 40.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -26 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 6005.60 12.000 EACH| 195.00000 2340.00| | ELASTOMERIC BEARING | | | 0138 6010.22 48.200 CY | 465.00000 22413.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0139 6010.26 139.800 CY | 475.00000 66405.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0140 6040.00 1.000 EACH| 27000.00000 27000.00| | REMOVE STRUCTURE AT STA. 198+58 | | | 0141 6071.12 130735.000 LS | 94500.00000 94500.00| | STEEL SUPERSTRUCTURE AT STA. 198+58 | | | 0142 6080.00 1065.000 LB | 2.25000 2396.25| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0143 6104.00 605.000 TON | 14.00000 8470.00| | BROKEN CONCRETE RIPRAP | | | 0144 6131.50 32880.000 LB | 0.81000 26632.80| | EPOXY COATED REINFORCING STEEL | | | 0145 6210.50 2020.000 LF | 28.00000 56560.00| | PIPE PILING | | | 0146 6310.00 4019.000 SF | 12.25000 49232.75| | STEEL SHEET PILING | | | 0147 6510.55 320.000 LS | 12500.00000 12500.00| | TEMPORARY BRIDGE SHORING | | | 0148 8091.00 340.000 CY | 21.00000 7140.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 482,805.05| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 7 GUARDRAIL | | | 0149 0030.70 LUMP| 2100.00000 2100.00| 1500.00000 1500.00| MOBILIZATION | | | 0150 7011.20 225.000 LF | 13.50000 3037.50| 13.50000 3037.50| W-BEAM GUARDRAIL | | | 0151 7020.00 12.000 EACH| 1604.00000 19248.00| 1604.00000 19248.00| BRIDGE APPROACH SECTIONS | | | 0152 7024.27 12.000 EACH| 1401.00000 16812.00| 1401.00000 16812.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 41,197.50| $ 40,597.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 9 BITUMINOUS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -27 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 0002.55 27.000 STA | 17.00000 459.00| 17.00000 459.00| OVERLAY BROKEN LINES | | | 0154 0030.90 LUMP| 38100.00000 38100.00| 56000.00000 56000.00| MOBILIZATION | | | 0155 2001.00 390.000 CY | 14.00000 5460.00| 14.00000 5460.00| GRAVEL SURFACE COURSE | | | 0156 2009.10 11.164 STA | 473.90000 5290.62| 473.73000 5288.72| GRAVEL EMBEDMENT | | | 0157 2020.50 710.000 SY | 34.72000 24651.20| 34.72000 24651.20| SURFACING 9" | | | 0158 2020.51 4601.000 SY | 26.90000 123766.90| 26.90000 123766.90| SURFACING | | | 0159 2021.00 7.000 EACH| 50.00000 350.00| 50.00000 350.00| MAILBOX POST | | | 0160 8029.25 710.000 SY | 7.85000 5573.50| 7.85000 5573.50| FOUNDATION COURSE | | | 0161 9005.00 50.000 TON | 55.00000 2750.00| 54.13000 2706.50| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.5) | | | 0162 9005.45 2120.000 TON | 43.85000 92962.00| 43.16000 91499.20| ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0163 9009.00 1198.000 SY | 4.00000 4792.00| 4.00000 4792.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0164 9009.87 887.000 SY | 32.98000 29253.26| 32.98000 29253.26| SURFACING 8" | | | 0165 9034.00 838.000 SY | 3.00000 2514.00| 3.00000 2514.00| PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0166 9111.00 19.000 MGAL| 9.00000 171.00| 9.00000 171.00| WATER | | | 0167 9170.00 53.898 STA | 55.00000 2964.39| 79.00000 4257.94| EARTH SHOULDER CONSTRUCTION | | | 0168 9173.20 710.000 SY | 3.00000 2130.00| 3.00000 2130.00| SUBGRADE PREPARATION | | | 0169 9188.50 553.000 SY | 27.12000 14997.36| 27.12000 14997.36| SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 356,185.23| $ 373,870.58| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -28 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 0001.08 7520.000 BDAY| 0.50000 3760.00| 0.50000 3760.00| BARRICADE, TYPE II | | | 0171 0001.10 5598.000 BDAY| 1.00000 5598.00| 1.00000 5598.00| BARRICADE, TYPE III | | | 0172 0001.75 180.000 EACH| 2.00000 360.00| 2.00000 360.00| TEMPORARY SIGN DAY | | | 0173 0001.90 26798.000 EACH| 0.35000 9379.30| 0.35000 9379.30| SIGN DAY | | | 0174 0001.99 756.000 EACH| 1.00000 756.00| 1.00000 756.00| CONTRACTOR FURNISHED SIGN DAY | | | 0175 0002.30 3450.000 LF | 0.40000 1380.00| 0.40000 1380.00| PAVEMENT MARKING REMOVAL | | | 0176 0002.39 16800.000 LF | 0.80000 13440.00| 0.80000 13440.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0177 0002.47 7000.000 LF | 0.85000 5950.00| 0.85000 5950.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0178 0003.10 20.000 DAY | 250.00000 5000.00| 150.00000 3000.00| FLAGGING | | | 0179 0003.50 1162.500 LF | 40.00000 46500.00| 46.00000 53475.00| CONCRETE PROTECTION BARRIER | | | 0180 0003.56 2287.500 LF | 6.00000 13725.00| 6.00000 13725.00| RELOCATE CONCRETE PROTECTION BARRIER | | | 0181 0003.70 12.000 EACH| 400.00000 4800.00| 400.00000 4800.00| TEMPORARY RUMBLE STRIP | | | 0182 0003.75 3.000 EACH| 11000.00000 33000.00| 12450.00000 37350.00| TEMPORARY TRAFFIC SIGNAL | | | 0183 0010.04 1.000 EACH| 3500.00000 3500.00| 6000.00000 6000.00| FIELD OFFICE | | | 0184 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| TRAINING | | | 0185 0030.00 LUMP| 2100.00000 2100.00| 0.00000 0.00| MOBILIZATION | | | 0186 9110.01 40.000 HOUR| 60.00000 2400.00| 80.00000 3200.00| RENTAL OF LOADER, FULLY OPERATED | | | 0187 9110.02 10.000 HOUR| 75.00000 750.00| 80.00000 800.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0188 9110.03 40.000 HOUR| 55.00000 2200.00| 60.00000 2400.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F21 -29 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4031 COUNTIES : MERRICK LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0805 |( 5 ) 2017 |( ) |COHRON & SON, INC./A. M. |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 9110.06 30.000 HOUR| 75.00000 2250.00| 65.00000 1950.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0190 9110.07 40.000 HOUR| 40.00000 1600.00| 60.00000 2400.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 160,048.30| $ 171,323.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,840,790.51| $ 3,951,391.61| $ ====================================================================================================================================
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