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12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-136-3(107) ON US-136, ALMA - REPUBLICAN CITY. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 8,976,048.43 100.0000% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -3 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, 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| 36800.00000 36800.00| | MOBILIZATION | | | 0002 1000.00 35.000 EACH| 200.00000 7000.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 12750.00000 12750.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 688715.000 m3 | 1.40000 964201.00| | EXCAVATION | | | 0005 1010.01 9231.000 m3 | 1.25000 11538.75| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 26840.000 kL | 2.00000 53680.00| | WATER | | | 0007 1012.00 285.000 EACH| 60.00000 17100.00| | RIGHT-OF-WAY MARKERS | | | 0008 1040.05 3534.000 m2 | 0.79000 2791.86| | TEMPORARY SLOPE PROTECTION | | | 0009 1090.00 1.000 EACH| 600.00000 600.00| | ABANDON WELLS | | | 0010 1101.00 2145.000 m2 | 3.00000 6435.00| | REMOVE PAVEMENT | | | 0011 1107.00 41.820 m2 | 10.00000 418.20| | REMOVE WALK | | | 0012 1124.00 1.000 EACH| 200.00000 200.00| | REMOVE BUILDING AT STA. 1032+25 RT. | | | 0013 1124.01 1.000 EACH| 200.00000 200.00| | REMOVE BUILDING AT STA. 1033+30 RT. | | | 0014 1124.02 1.000 EACH| 100.00000 100.00| | REMOVE BUILDING AT STA. 1033+59 RT. | | | 0015 1124.03 1.000 EACH| 300.00000 300.00| | REMOVE BUILDING AT STA. 1034+91 RT. | | | 0016 1125.00 1.000 EACH| 300.00000 300.00| | CLEAR TRACT AT STA. 1032+00 TO STA. | | | 1035+00 RT. | | | 0017 1136.01 1.000 EACH| 500.00000 500.00| | REMOVE GRAIN BIN | | | 0018 1701.24 484.000 m | 42.00000 20328.00| | 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -4 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 1701.30 26.000 m | 56.00000 1456.00| | 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0020 3001.00 2981.500 m2 | 2.00000 5963.00| | BREAK CONCRETE PAVEMENT | | | 0021 7017.00 586.000 m | 4.00000 2344.00| | REMOVE GUARDRAIL | | | 0022 L006.00 47.600 ha | 210.00000 9996.00| | COVER CROP SEEDING | | | 0023 L020.01 30903.000 m2 | 4.95000 152969.85| | EROSION CONTROL, TYPE A | | | 0024 L020.08 809.000 m2 | 5.05000 4085.45| | EROSION CONTROL, TYPE AA | | | 0025 L020.09 4622.000 m2 | 10.25000 47375.50| | EROSION CONTROL, TYPE AAA | | | 0026 L020.10 35293.000 m2 | 1.65000 58233.45| | EROSION CONTROL, TYPE HV | | | 0027 L021.01 921.000 BALE| 15.25000 14045.25| | EROSION CHECKS, TYPE A | | | 0028 L021.06 1337.000 BALE| 13.25000 17715.25| | EROSION CHECKS, TYPE HV | | | 0029 L021.11 464.000 BALE| 19.25000 8932.00| | EROSION CHECKS, TYPE ST-A | | | 0030 L021.15 104.000 BALE| 17.25000 1794.00| | EROSION CHECKS, TYPE ST-HV | | | 0031 L021.21 32.000 BALE| 17.25000 552.00| | EROSION CHECKS, TYPE AA | | | 0032 L022.11 7596.000 m | 7.85000 59628.60| | FABRIC SILT FENCE-LOW POROSITY | | | 0033 P300.48 26.000 m | 135.00000 3510.00| | 1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0034 P300.72 81.500 m | 250.00000 20375.00| | 1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 1,544,218.16| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0035 0030.10 LUMP| 27000.00000 27000.00| | MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -5 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4095.00 566.100 m2 | 166.70000 94368.87| | CONCRETE FACE PANELS | | | 0037 4095.10 90.400 m | 36.57000 3305.93| | CONCRETE LEVELING PADS | | | 0038 4095.20 90.400 m | 238.50000 21560.40| | COPING | | | 0039 4350.24 297.000 m | 36.75000 10914.75| | 600 mm CORRUGATED METAL PIPE | | | 0040 8024.75 2655.000 m3 | 34.35000 91199.25| | SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 248,349.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 1B MSE WALLS | | | 0041 0030.10 LUMP| | | MOBILIZATION | | | 0042 4095.00 597.800 m2 | | | CONCRETE FACE PANELS | | | 0043 4095.10 90.400 m | | | CONCRETE LEVELING PADS | | | 0044 4095.20 90.400 m | | | COPING | | | 0045 4350.24 284.000 m | | | 600 mm CORRUGATED METAL PIPE | | | 0046 8024.75 2590.000 m3 | | | SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0047 0030.40 LUMP| 35800.00000 35800.00| | MOBILIZATION | | | 0048 1043.50 1198.000 m2 | 1.25000 1497.50| | RIPRAP FILTER FABRIC | | | 0049 4002.00 1488.000 kg | 2.50000 3720.00| | CAST IRON COVER AND FRAME | | | 0050 4004.50 338.000 kg | 2.50000 845.00| | CAST IRON GRATE AND FRAME | | | 0051 4040.00 33.000 EACH| 110.00000 3630.00| | REMOVE HEADWALLS FROM CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -6 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4044.00 1.000 EACH| 920.00000 920.00| | PREPARATION OF STRUCTURE AT STA. | | | 11046+74.6 | | | 0053 4044.01 1.000 EACH| 1700.00000 1700.00| | PREPARATION OF STRUCTURE AT STA. | | | 11114+53.7 | | | 0054 4045.00 1.000 EACH| 4000.00000 4000.00| | REMOVE STRUCTURE AT STA. 1020+37.7 | | | 0055 4045.01 1.000 EACH| 2750.00000 2750.00| | REMOVE STRUCTURE AT STA. 1036+03.8 | | | 0056 4045.02 1.000 EACH| 1575.00000 1575.00| | REMOVE STRUCTURE AT STA. 11056+32.4 | | | 0057 4045.03 1.000 EACH| 1100.00000 1100.00| | REMOVE STRUCTURE AT STA. 11066+69.3 | | | 0058 4045.04 1.000 EACH| 1835.00000 1835.00| | REMOVE STRUCTURE AT STA. 11097+07.7 | | | 0059 4045.05 1.000 EACH| 1125.00000 1125.00| | REMOVE STRUCTURE AT STA. 11102+74.2 | | | 0060 4050.01 3447.000 m3 | 5.76000 19854.72| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0061 4051.01 7017.000 m3 | 10.26000 71994.42| | EXCAVATION FOR BOX CULVERTS | | | 0062 4100.06 2.800 m3 | 700.00000 1960.00| | CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0063 4101.06 1110.340 m3 | 350.00000 388619.00| | CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0064 4105.59 12.860 m3 | 750.00000 9645.00| | CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0065 4107.07 11.870 m3 | 580.00000 6884.60| | CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0066 4150.00 308.000 kg | 1.35000 415.80| | REINFORCING STEEL FOR HEADWALL | | | 0067 4151.00 73124.000 kg | 1.18000 86286.32| | REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -7 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 4155.50 534.000 kg | 1.35000 720.90| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0069 4157.00 492.000 kg | 1.35000 664.20| | REINFORCING STEEL FOR COLLARS | | | 0070 4310.24 28.000 EACH| 275.00000 7700.00| | 600 mm FLARED-END SECTION | | | 0071 4310.30 4.000 EACH| 350.00000 1400.00| | 750 mm FLARED-END SECTION | | | 0072 4310.36 4.000 EACH| 470.00000 1880.00| | 900 mm FLARED-END SECTION | | | 0073 4310.42 8.000 EACH| 700.00000 5600.00| | 1050 mm FLARED-END SECTION | | | 0074 4310.48 4.000 EACH| 800.00000 3200.00| | 1200 mm FLARED-END SECTION | | | 0075 4310.60 4.000 EACH| 1200.00000 4800.00| | 1500 mm FLARED-END SECTION | | | 0076 6105.01 1024.000 Mg | 44.25000 45312.00| | ROCK RIPRAP, TYPE A | | | 0077 P300.24 58.000 m | 80.45000 4666.10| | 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0078 P300.30 332.000 m | 94.70000 31440.40| | 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0079 P300.36 7.000 m | 103.20000 722.40| | 900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0080 P300.42 79.700 m | 129.90000 10353.03| | 1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0081 P300.48 39.500 m | 141.00000 5569.50| | 1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0082 P310.48 27.300 m | 174.85000 4773.41| | 1200 mm CULVERT PIPE, TYPE 2,4 OR 5 | | | 0083 P310.60 101.000 m | 246.56000 24902.56| | 1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | | 0084 P402.24 102.650 m | 80.45000 8258.19| | 600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0085 P402.30 26.000 m | 94.70000 2462.20| | 750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0086 P500.15 53.100 m | 75.71000 4020.20| | 375 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -8 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 P500.24 531.100 m | 92.46000 49105.51| | 600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | 0088 P500.30 3.000 m | 112.43000 337.29| | 750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | | 0089 P500.36 25.100 m | 124.29000 3119.68| | 900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | 0090 P700.18 120.000 m | 94.50000 11340.00| | 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0091 P700.24 34.500 m | 112.00000 3864.00| | 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 882,368.93| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4A CULVERT AT STA. 11113+23.9 TWIN 3.65 X 3.0 m REINFORCED CONCRETE BOX CULVERT | | | 0092 0030.40 LUMP| 6000.00000 6000.00| | MOBILIZATION | | | 0093 4044.02 1.000 EACH| 1400.00000 1400.00| | PREPARATION OF STRUCTURE AT STA. | | | 11113+23.9 | | | 0094 4051.01 220.000 m3 | 10.30000 2266.00| | EXCAVATION FOR BOX CULVERTS | | | 0095 4101.06 145.930 m3 | 350.00000 51075.50| | CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0096 4151.00 8375.000 kg | 1.35000 11306.25| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 72,047.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 5 SEEDING | | | 0097 0030.50 LUMP| 15500.00000 15500.00| | MOBILIZATION | | | 0098 L001.01 38.400 ha | 1525.70000 58586.88| | SEEDING, TYPE A | | | 0099 L001.02 9.200 ha | 1034.20000 9514.64| | SEEDING, TYPE B | | | 0100 L032.75 238.000 Mg | 95.00000 22610.00| | MULCH | | | SECTION TOTALS | $ 106,211.52| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6 BRIDGE AT STA. 1014+32 1-25.8 & 2-19.35 m SPANS, P/S CONCRETE GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -9 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 0030.60 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | 0102 1010.01 2100.000 m3 | 5.25000 11025.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0103 1043.50 60.000 m2 | 3.00000 180.00| | RIPRAP FILTER FABRIC | | | 0104 3050.15 117.000 m3 | 262.00000 30654.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0105 3051.10 7955.000 kg | 1.42000 11296.10| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0106 6000.10 95.000 LS | 3000.00000 3000.00| | ABUTMENT NO.1 EXCAVATION | | | 0107 6000.11 95.000 LS | 3000.00000 3000.00| | ABUTMENT NO.2 EXCAVATION | | | 0108 6000.60 175.000 LS | 10000.00000 10000.00| | PIER NO.1 EXCAVATION | | | 0109 6000.61 185.000 LS | 10000.00000 10000.00| | PIER NO.2 EXCAVATION | | | 0110 6005.35 26.340 m | 164.00000 4319.76| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0111 6005.60 24.000 EACH| 320.00000 7680.00| | ELASTOMERIC BEARING | | | 0112 6010.22 268.300 m3 | 380.00000 101954.00| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0113 6010.26 238.200 m3 | 380.00000 90516.00| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0114 6011.11 114.400 LS | 111000.00000 111000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1014+32 | | | 0115 6040.00 1.000 EACH| 25000.00000 25000.00| | REMOVE STRUCTURE AT STA. 1014+32 | | | 0116 6080.00 2640.000 kg | 6.60000 17424.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0117 6104.00 44.000 Mg | 16.50000 726.00| | BROKEN CONCRETE RIPRAP | | | 0118 6105.02 854.000 Mg | 40.00000 34160.00| | ROCK RIPRAP, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -10 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 6131.50 51520.000 kg | 1.42000 73158.40| | EPOXY COATED REINFORCING STEEL | | | 0120 6139.50 70.000 m2 | 36.00000 2520.00| | SUBSURFACE DRAINAGE MATTING | | | 0121 6210.12 746.600 m | 72.00000 53755.20| | HP 250 mm X 62 kg STEEL PILING | | | 0122 6210.14 317.200 m | 82.00000 26010.40| | HP 310 mm X 79 kg STEEL PILING | | | 0123 6310.00 332.000 m2 | 130.00000 43160.00| | STEEL SHEET PILING | | | 0124 8091.00 155.000 m3 | 26.00000 4030.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 714,568.86| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6A BRIDGE AT STA. 1028+37 1-29.9 m SPAN, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0125 0030.60 LUMP| 38000.00000 38000.00| | MOBILIZATION | | | 0126 1010.01 115.000 m3 | 50.00000 5750.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0127 3050.15 117.400 m3 | 275.00000 32285.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0128 3051.10 8080.000 kg | 1.20000 9696.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0129 6005.35 26.340 m | 100.00000 2634.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0130 6005.60 10.000 EACH| 650.00000 6500.00| | ELASTOMERIC BEARING | | | 0131 6010.22 70.100 m3 | 425.00000 29792.50| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0132 6010.26 113.900 m3 | 450.00000 51255.00| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0133 6040.01 1.000 EACH| 98098.98000 98098.98| | REMOVE STRUCTURE AT STA. 1028+36.9 | | | 0134 6071.12 69785.000 LS | 135000.00000 135000.00| | STEEL SUPERSTRUCTURE AT STA. 1028+37 | | | 0135 6107.00 162.000 m2 | 100.00000 16200.00| | CONCRETE SLOPE PROTECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -11 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 6131.50 16320.000 kg | 1.50000 24480.00| | EPOXY COATED REINFORCING STEEL | | | 0137 6139.50 58.000 m2 | 50.00000 2900.00| | SUBSURFACE DRAINAGE MATTING | | | 0138 6210.50 768.000 m | 65.00000 49920.00| | PIPE PILING | | | 0139 6404.16 32.000 m | 300.00000 9600.00| | 1.8 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE) | | | 0140 6510.60 97.000 LS | 1.00000 1.00| | BRIDGE SHORING | | | 0141 8091.00 150.000 m3 | 35.00000 5250.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 517,362.48| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6B BRIDGE AT STA. 1028+37 1-29.9 m SPAN, P/S CONCRETE GIRDER BRIDGE | | | 0142 0030.60 LUMP| | | MOBILIZATION | | | 0143 1010.01 115.000 m3 | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0144 3050.15 117.400 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0145 3051.10 8080.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0146 6005.35 26.340 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0147 6005.60 10.000 EACH| | | ELASTOMERIC BEARING | | | 0148 6010.22 72.600 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0149 6010.26 125.600 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0150 6011.11 73.500 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1028+37 | | | 0151 6040.01 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1028+36.9 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -12 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 6107.00 162.000 m2 | | | CONCRETE SLOPE PROTECTION | | | 0153 6131.50 15890.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0154 6139.50 61.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0155 6210.50 798.000 m | | | PIPE PILING | | | 0156 6404.16 32.000 m | | | 1.8 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE) | | | 0157 6510.60 97.000 LS | | | BRIDGE SHORING | | | 0158 8091.00 180.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6C BRIDGE AT STA. 11049+17.15 1-44 m SPAN, WELDED PLATE STEEL GIRDER BRIDGE | | | 0159 0030.60 LUMP| | | MOBILIZATION | | | 0160 1010.01 1710.000 m3 | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0161 1043.50 66.000 m2 | | | RIPRAP FILTER FABRIC | | | 0162 3050.15 116.800 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0163 3051.10 7765.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0164 6000.10 90.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0165 6000.11 90.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0166 6005.35 23.000 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0167 6005.60 10.000 EACH| | | ELASTOMERIC BEARING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -13 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 6010.22 107.000 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0169 6010.26 147.000 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0170 6040.02 1.000 EACH| | | REMOVE STRUCTURE AT STA. 11049+17.15 | | | 0171 6071.11 93580.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 11049+17.1 | | | 0172 6080.00 3265.000 kg | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0173 6104.00 175.000 Mg | | | BROKEN CONCRETE RIPRAP | | | 0174 6105.02 1072.000 Mg | | | ROCK RIPRAP, TYPE B | | | 0175 6131.50 20135.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0176 6139.50 70.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0177 6210.12 539.200 m | | | HP 250 mm X 62 kg STEEL PILING | | | 0178 6310.00 384.400 m2 | | | STEEL SHEET PILING | | | 0179 8091.00 115.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6D BRIDGE AT STA. 11049+17.15 1-44 m SPAN, P/S CONCRETE GIRDER BRIDGE | | | 0180 0030.60 LUMP| 50000.00000 50000.00| | MOBILIZATION | | | 0181 1010.01 1710.000 m3 | 5.90000 10089.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0182 1043.50 66.000 m2 | 3.00000 198.00| | RIPRAP FILTER FABRIC | | | 0183 3050.15 116.800 m3 | 262.00000 30601.60| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0184 3051.10 7765.000 kg | 1.42000 11026.30| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -14 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 6000.10 90.000 LS | 10000.00000 10000.00| | ABUTMENT NO.1 EXCAVATION | | | 0186 6000.11 90.000 LS | 10000.00000 10000.00| | ABUTMENT NO.2 EXCAVATION | | | 0187 6005.35 23.000 m | 164.00000 3772.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0188 6005.60 10.000 EACH| 500.00000 5000.00| | ELASTOMERIC BEARING | | | 0189 6010.22 108.800 m3 | 458.00000 49830.40| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0190 6010.26 165.600 m3 | 405.50000 67150.80| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0191 6011.11 129.200 LS | 175000.00000 175000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 11049+17.15 | | | 0192 6040.02 1.000 EACH| 30000.00000 30000.00| | REMOVE STRUCTURE AT STA. 11049+17.15 | | | 0193 6080.00 3260.000 kg | 6.60000 21516.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0194 6104.00 170.000 Mg | 16.50000 2805.00| | BROKEN CONCRETE RIPRAP | | | 0195 6105.02 1072.000 Mg | 41.00000 43952.00| | ROCK RIPRAP, TYPE B | | | 0196 6131.50 20230.000 kg | 1.42000 28726.60| | EPOXY COATED REINFORCING STEEL | | | 0197 6139.50 88.000 m2 | 36.00000 3168.00| | SUBSURFACE DRAINAGE MATTING | | | 0198 6210.12 600.000 m | 72.00000 43200.00| | HP 250 mm X 62 kg STEEL PILING | | | 0199 6310.00 362.500 m2 | 135.00000 48937.50| | STEEL SHEET PILING | | | 0200 8091.00 115.000 m3 | 26.00000 2990.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 647,963.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6E BRIDGE AT STA. 11084+14.25 1-31.5 m SPAN, P/S CONCRETE GIRDER BRIDGE | | | 0201 0030.60 LUMP| 45000.00000 45000.00| | MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -15 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0202 1010.01 185.000 m3 | 17.00000 3145.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0203 1043.50 68.000 m2 | 3.00000 204.00| | RIPRAP FILTER FABRIC | | | 0204 3050.15 116.700 m3 | 262.00000 30575.40| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0205 3051.10 7765.000 kg | 1.42000 11026.30| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0206 6000.10 85.000 LS | 7500.00000 7500.00| | ABUTMENT NO.1 EXCAVATION | | | 0207 6000.11 85.000 LS | 7500.00000 7500.00| | ABUTMENT NO.2 EXCAVATION | | | 0208 6005.35 23.000 m | 164.00000 3772.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0209 6005.60 10.000 EACH| 500.00000 5000.00| | ELASTOMERIC BEARING | | | 0210 6010.22 92.800 m3 | 490.50000 45518.40| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0211 6010.26 116.400 m3 | 458.00000 53311.20| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0212 6011.11 77.000 LS | 85000.00000 85000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 11084+14.25 | | | 0213 6040.03 1.000 EACH| 30000.00000 30000.00| | REMOVE STRUCTURE AT STA. 11084+14.25 | | | 0214 6080.00 2280.000 kg | 6.60000 15048.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0215 6104.00 163.000 Mg | 16.50000 2689.50| | BROKEN CONCRETE RIPRAP | | | 0216 6105.02 616.000 Mg | 40.00000 24640.00| | ROCK RIPRAP, TYPE B | | | 0217 6131.50 16105.000 kg | 1.42000 22869.10| | EPOXY COATED REINFORCING STEEL | | | 0218 6139.50 70.000 m2 | 36.00000 2520.00| | SUBSURFACE DRAINAGE MATTING | | | 0219 6210.12 469.200 m | 72.00000 33782.40| | HP 250 mm X 62 kg STEEL PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -16 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 6310.00 289.400 m2 | 129.00000 37332.60| | STEEL SHEET PILING | | | 0221 8091.00 105.000 m3 | 26.00000 2730.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 469,163.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 7 GUARDRAIL | | | 0222 0030.70 LUMP| 2000.00000 2000.00| | MOBILIZATION | | | 0223 7011.20 186.200 m | 35.00000 6517.00| | W-BEAM GUARDRAIL | | | 0224 7020.00 16.000 EACH| 1400.00000 22400.00| | BRIDGE APPROACH SECTIONS | | | 0225 7024.27 16.000 EACH| 1250.00000 20000.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 50,917.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 8B ELECTRICAL | | | 0226 0030.81 LUMP| 2459.00000 2459.00| | MOBILIZATION | | | 0227 A001.12 14.000 EACH| 400.00000 5600.00| | PULL BOX, TYPE PB-5 | | | 0228 A009.14 1.000 EACH| 1700.00000 1700.00| | STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.25 | | | 0229 A009.29 20.000 EACH| 1600.00000 32000.00| | STREET LIGHTING UNIT, TYPE SL-BT-12.2-1 | | | 8-0.25 | | | 0230 A020.30 1.000 EACH| 1543.00000 1543.00| | LIGHTING CONTROL CENTER, TYPE R | | | 0231 A070.10 970.000 m | 6.00000 5820.00| | 38 mm CONDUIT IN TRENCH | | | 0232 A072.10 26.000 m | 7.00000 182.00| | 38 mm CONDUIT UNDER ROADWAY | | | 0233 A074.12 282.000 m | 20.00000 5640.00| | 38 mm CONDUIT, JACKED | | | 0234 A080.22 1278.000 m | 1.00000 1278.00| | STREET LIGHTING CABLE, NO. 6 BARE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -17 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 A080.24 2556.000 m | 1.45000 3706.20| | STREET LIGHTING CABLE, NO. 6 USE | | | 0236 A700.20 4.000 EACH| 920.00000 3680.00| | RELOCATE STREET LIGHTING UNIT | | | SECTION TOTALS | $ 63,608.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 9 BITUMINOUS | | | 0237 0002.76 32500.000 m | 0.17000 5525.00| | PERMANENT PAVEMENT MARKING PAINT | | | 0238 0030.90 LUMP| 80000.00000 80000.00| | MOBILIZATION | | | 0239 1020.02 56.000 EACH| 15.00000 840.00| | DELINEATOR, TYPE II | | | 0240 1020.03 67.000 EACH| 15.00000 1005.00| | DELINEATOR, TYPE III | | | 0241 1020.20 24.000 EACH| 20.00000 480.00| | INSTALL CHEVRONS | | | 0242 2001.00 334.000 m3 | 15.50000 5177.00| | GRAVEL SURFACE COURSE | | | 0243 2009.10 6.180 StaM| 650.00000 4017.00| | GRAVEL EMBEDMENT | | | 0244 2010.00 250.000 m3 | 36.50000 9125.00| | CRUSHED ROCK SURFACE COURSE | | | 0245 2020.00 118.000 m2 | 7.50000 885.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0246 2021.00 8.000 EACH| 50.00000 400.00| | MAILBOX POST | | | 0247 3008.05 196.000 EACH| 5.00000 980.00| | TIE BARS | | | 0248 3014.11 954.000 m | 50.00000 47700.00| | COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0249 3016.21 40.920 m2 | 39.00000 1595.88| | CONCRETE CLASS 47B-20 SIDEWALKS | | | 0250 3031.11 684.000 m2 | 49.50000 33858.00| | 280 mm CONCRETE BASE COURSE | | | 0251 3040.12 72.600 m2 | 81.00000 5880.60| | CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -18 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0252 3040.13 1069.300 m2 | 80.00000 85544.00| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0253 3041.25 9.000 Mg | 800.00000 7200.00| | BITUMINOUS PATCHING | | | 0254 3075.32 1236.000 m2 | 40.00000 49440.00| | 205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0255 3221.15 5.100 m2 | 150.00000 765.00| | CONCRETE PAVEMENT, CLASS PR-25 JOINT | | | REPAIR | | | 0256 4004.50 5616.000 kg | 5.00000 28080.00| | CAST IRON GRATE AND FRAME | | | 0257 4015.00 6.000 EACH| 450.00000 2700.00| | ADJUST MANHOLE TO GRADE | | | 0258 4024.55 183.600 m | 175.00000 32130.00| | FLUME SPILLWAY | | | 0259 4024.70 30.000 EACH| 2500.00000 75000.00| | CONCRETE FLUME, TYPE I | | | 0260 4024.71 8.000 EACH| 2750.00000 22000.00| | CONCRETE FLUME, TYPE II | | | 0261 4024.73 11.000 EACH| 2500.00000 27500.00| | CONCRETE FLUME, TYPE IV | | | 0262 4024.74 12.000 EACH| 2750.00000 33000.00| | CONCRETE FLUME, TYPE V | | | 0263 4105.59 35.400 m3 | 600.00000 21240.00| | CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0264 4155.50 1493.300 kg | 2.00000 2986.60| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0265 7512.04 30.000 m | 54.60000 1638.00| | 600 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4 | | | 0266 8029.84 117269.000 m2 | 1.76000 206393.44| | BITUMINOUS FOUNDATION COURSE 100 mm | | | 0267 9000.75 500.000 Mg | 22.60000 11300.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0268 9005.00 100.000 Mg | 42.60000 4260.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -19 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0269 9005.45 54430.000 Mg | 22.60000 1230118.00| | ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0270 9009.00 6189.000 m2 | 3.09000 19124.01| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0271 9009.75 6200.000 m2 | 33.41000 207142.00| | TEMPORARY SURFACING 200 mm | | | 0272 9020.94 27.000 Mg | 249.00000 6723.00| | PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0273 9021.08 2944.620 Mg | 249.00000 733210.38| | PERFORMANCE GRADED BINDER (64-28) | | | 0274 9030.00 9031.000 m | 5.00000 45155.00| | CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0275 9034.00 4866.000 m2 | 4.25000 20680.50| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0276 9053.00 72320.000 L | 0.26000 18803.20| | TACK COAT | | | 0277 9111.00 2357.000 kL | 3.50000 8249.50| | WATER | | | 0278 9140.00 22.480 StaM| 217.00000 4878.16| | JOINT SEALING - ASPHALT TO CONCRETE | | | 0279 9170.00 232.328 StaM| 125.00000 29041.00| | EARTH SHOULDER CONSTRUCTION | | | 0280 9173.20 120510.000 m2 | 0.96000 115689.60| | SUBGRADE PREPARATION | | | 0281 9179.33 8006.000 m2 | 0.64000 5123.84| | COLD MILLING, CLASS 3 | | | 0282 9179.34 77136.000 m2 | 1.75000 134988.00| | COLD MILLING, CLASS 4 | | | 0283 9186.00 10574.000 m2 | 0.48000 5075.52| | CONCRETE SURFACE MILLING | | | 0284 9188.50 632.000 m2 | 25.00000 15800.00| | SURFACING UNDER GUARDRAIL | | | 0285 9300.52 8.100 LS | 4000.00000 4000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0286 P402.15 611.600 m | 65.00000 39754.00| | 375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 3,452,201.23| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -20 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0287 0001.08 4200.000 BDAY| 0.50000 2100.00| | BARRICADE, TYPE II | | | 0288 0001.10 24280.000 BDAY| 1.25000 30350.00| | BARRICADE, TYPE III | | | 0289 0001.75 360.000 EACH| 2.00000 720.00| | TEMPORARY SIGN DAY | | | 0290 0001.90 23048.000 EACH| 0.50000 11524.00| | SIGN DAY | | | 0291 0001.99 6660.000 EACH| 1.00000 6660.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0292 0002.30 210.000 m | 1.65000 346.50| | PAVEMENT MARKING REMOVAL | | | 0293 0002.39 3050.000 m | 2.75000 8387.50| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0294 0002.47 1200.000 m | 2.80000 3360.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0295 0002.55 270.000 StaM| 30.00000 8100.00| | OVERLAY BROKEN LINES | | | 0296 0002.60 270.000 StaM| 33.00000 8910.00| | OVERLAY SOLID LINES | | | 0297 0003.10 50.000 DAY | 195.00000 9750.00| | FLAGGING | | | 0298 0003.20 20.000 DAY | 295.00000 5900.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0299 0005.10 636.000 DAY | 60.00000 38160.00| | TRAFFIC CONTROL MANAGEMENT | | | 0300 0010.04 1.000 EACH| 2500.00000 2500.00| | FIELD OFFICE | | | 0301 0020.00 2000.000 HOUR| 0.80000 1600.00| | TRAINING | | | 0302 0030.00 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0303 9110.01 200.000 HOUR| 60.00000 12000.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0304 9110.02 110.000 HOUR| 70.00000 7700.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0305 9110.03 300.000 HOUR| 50.00000 15000.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F38 -21 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7591 COUNTIES : HARLAN LETTING DATE : 12/18/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( ) |( ) |WERNER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0306 9110.06 200.000 HOUR| 75.00000 15000.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0307 9110.07 200.000 HOUR| 45.00000 9000.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 207,068.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,976,048.43| $ | $ ====================================================================================================================================
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