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03/05/2004
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March 4, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : 2 VENDOR RANKING CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : IM-80-6(76) I-80, WOOD RIVER INTERCHANGE -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0805 A. M. COHRON & SON, INC. $ 1,588,201.27 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 1,723,823.56 108.5394% 3 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 1,775,730.95 111.8077% 4 0013 THE DIAMOND ENGINEERING COMPANY $ 1,946,247.06 122.5441% NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -3 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0880 |( 3 ) 2853 |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 15+00 2-145' SPAN NU1100 CONCRETE GIRDER BRIDGE | | | 0001 0001.08 4728.000 BDAY| 0.50000 2364.00| 0.50000 2364.00| 0.50000 2364.00 BARRICADE, TYPE II | | | 0002 0001.10 2534.000 BDAY| 1.75000 4434.50| 1.10000 2787.40| 1.12000 2838.08 BARRICADE, TYPE III | | | 0003 0001.75 1156.000 EACH| 3.25000 3757.00| 2.10000 2427.60| 2.24000 2589.44 TEMPORARY SIGN DAY | | | 0004 0001.90 15168.000 EACH| 0.95000 14409.60| 0.52000 7887.36| 0.56000 8494.08 SIGN DAY | | | 0005 0001.99 24.000 EACH| 2.00000 48.00| 2.10000 50.40| 2.24000 53.76 CONTRACTOR FURNISHED SIGN DAY | | | 0006 0002.30 1200.000 LF | 0.60000 720.00| 0.65000 780.00| 0.67000 804.00 PAVEMENT MARKING REMOVAL | | | 0007 0002.39 4900.000 LF | 0.75000 3675.00| 0.80000 3920.00| 0.84000 4116.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0008 0002.47 2200.000 LF | 0.85000 1870.00| 0.90000 1980.00| 0.95000 2090.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0009 0002.97 92.000 DAY | 20.00000 1840.00| 25.00000 2300.00| 22.76600 2094.47 FLASHING ARROW PANEL | | | 0010 0003.10 30.000 DAY | 195.00000 5850.00| 240.00000 7200.00| 224.00000 6720.00 FLAGGING | | | 0011 0003.50 1550.000 LF | 35.00000 54250.00| 35.00000 54250.00| 48.33000 74911.50 CONCRETE PROTECTION BARRIER | | | 0012 0003.56 700.000 LF | 4.00000 2800.00| 15.00000 10500.00| 24.56000 17192.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0013 0003.58 4.000 EACH| 3700.00000 14800.00| 3800.00000 15200.00| 4144.00000 16576.00 INERTIAL BARRIER SYSTEM | | | 0014 0003.64 5.000 EACH| 270.00000 1350.00| 280.00000 1400.00| 294.56000 1472.80 REPLACEMENT MODULE | | | 0015 0003.70 4.000 EACH| 380.00000 1520.00| 380.00000 1520.00| 425.60000 1702.40 TEMPORARY RUMBLE STRIP | | | 0016 0003.75 1.000 EACH| 10724.00000 10724.00| 9000.00000 9000.00| 9605.12000 9605.12 TEMPORARY TRAFFIC SIGNAL | | | 0017 0005.10 230.000 DAY | 100.00000 23000.00| 100.00000 23000.00| 141.22000 32480.60 TRAFFIC CONTROL MANAGEMENT | | | 0018 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -4 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0880 |( 3 ) 2853 |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 0030.60 LUMP| 105700.00000 105700.00| 140000.00000 140000.00| 61465.60000 61465.60 MOBILIZATION | | | 0020 1000.00 1.000 EACH| 500.00000 500.00| 600.00000 600.00| 560.00000 560.00 LARGE TREE REMOVAL | | | 0021 1009.00 LUMP| 1700.00000 1700.00| 2000.00000 2000.00| 1904.00000 1904.00 GENERAL CLEARING AND GRUBBING | | | 0022 1010.01 1935.000 CY | 3.60000 6966.00| 4.00000 7740.00| 4.04000 7817.40 EXCAVATION (ESTABLISHED QUANTITY) | | | 0023 1011.00 57.000 MGAL| 8.00000 456.00| 8.00000 456.00| 8.00000 456.00 WATER | | | 0024 1030.00 2309.000 CY | 12.00000 27708.00| 13.00000 30017.00| 13.44000 31032.96 EARTHWORK MEASURED IN EMBANKMENT | | | 0025 1101.00 416.000 SY | 9.00000 3744.00| 9.00000 3744.00| 10.08000 4193.28 REMOVE PAVEMENT | | | 0026 1102.00 253.000 SY | 4.60000 1163.80| 5.00000 1265.00| 5.15000 1302.95 REMOVE ASPHALT SURFACE | | | 0027 1119.00 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 420.00000 1680.00 REMOVE INLET | | | 0028 3050.15 205.000 CY | 145.00000 29725.00| 220.00000 45100.00| 209.94000 43037.70 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0029 3051.10 23020.000 LB | 0.75000 17265.00| 0.50000 11510.00| 1.62000 37292.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0030 4004.50 2296.000 LB | 3.00000 6888.00| 3.00000 6888.00| 2.54000 5831.84 CAST IRON GRATE AND FRAME | | | 0031 4050.01 364.000 CY | 25.00000 9100.00| 12.00000 4368.00| 11.06000 4025.84 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0032 4105.59 6.800 CY | 1200.00000 8160.00| 650.00000 4420.00| 691.76000 4703.97 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0033 4155.50 620.000 LB | 3.00000 1860.00| 1.00000 620.00| 1.68000 1041.60 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0034 4310.18 4.000 EACH| 250.00000 1000.00| 300.00000 1200.00| 207.20000 828.80 18" FLARED-END SECTION | | | 0035 6000.10 100.000 LS | 10000.00000 10000.00| 12000.00000 12000.00| 7280.00000 7280.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -5 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0880 |( 3 ) 2853 |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 6000.11 100.000 LS | 10000.00000 10000.00| 12000.00000 12000.00| 7280.00000 7280.00 ABUTMENT NO.2 EXCAVATION | | | 0037 6000.20 155.000 LS | 18000.00000 18000.00| 35000.00000 35000.00| 13440.00000 13440.00 PIER NO.1 EXCAVATION | | | 0038 6005.35 98.000 LF | 39.00000 3822.00| 50.00000 4900.00| 46.91000 4597.18 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0039 6005.60 12.000 EACH| 205.00000 2460.00| 250.00000 3000.00| 190.40000 2284.80 ELASTOMERIC BEARING | | | 0040 6010.22 261.700 CY | 270.00000 70659.00| 430.00000 112531.00| 377.07000 98679.22 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0041 6010.26 55.400 CY | 285.00000 15789.00| 470.00000 26038.00| 356.84000 19768.94 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0042 6010.28 406.100 CY | 285.00000 115738.50| 280.00000 113708.00| 382.85000 155475.39 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0043 6011.11 372.500 LS | 395125.00000 395125.00| 365000.00000 365000.00| 402304.00000 402304.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 15+00 | | | 0044 6030.00 1.000 EACH| 46500.00000 46500.00| 190000.00000 190000.00| 132984.32000 132984.32 PREPARATION OF BRIDGE AT STA. 15+00 | | | 0045 6080.00 2160.000 LB | 2.75000 5940.00| 3.00000 6480.00| 2.02000 4363.20 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0046 6107.00 537.000 SY | 52.00000 27924.00| 40.00000 21480.00| 44.57000 23934.09 CONCRETE SLOPE PROTECTION | | | 0047 6131.50 185380.000 LB | 0.75000 139035.00| 0.50000 92690.00| 0.76000 140888.80 EPOXY COATED REINFORCING STEEL | | | 0048 6139.50 90.000 SY | 28.00000 2520.00| 40.00000 3600.00| 23.48000 2113.20 SUBSURFACE DRAINAGE MATTING | | | 0049 6210.50 4040.000 LF | 48.00000 193920.00| 32.00000 129280.00| 43.02000 173800.80 PIPE PILING | | | 0050 6510.55 530.000 LS | 15600.00000 15600.00| 30000.00000 30000.00| 22534.40000 22534.40 TEMPORARY BRIDGE SHORING | | | 0051 7011.20 218.750 LF | 14.11000 3086.56| 14.20000 3106.25| 15.81000 3458.44 W-BEAM GUARDRAIL | | | 0052 7011.30 175.000 LF | 21.01000 3676.75| 21.10000 3692.50| 23.53000 4117.75 THRIE-BEAM GUARDRAIL | | | 0053 7017.00 1304.000 LF | 1.00000 1304.00| 1.00000 1304.00| 1.12000 1460.48 REMOVE GUARDRAIL | | | 0054 7020.00 4.000 EACH| 1520.00000 6080.00| 1550.00000 6200.00| 1702.40000 6809.60 BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -6 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0880 |( 3 ) 2853 |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 7022.50 2.000 EACH| 4752.00000 9504.00| 4800.00000 9600.00| 5322.24000 10644.48 BULLNOSE-12.5' | | | 0056 7024.25 4.000 EACH| 1911.50000 7646.00| 1920.00000 7680.00| 2140.88000 8563.52 GUARDRAIL END TREATMENT, TYPE I | | | 0057 8091.00 240.000 CY | 12.00000 2880.00| 24.00000 5760.00| 13.16000 3158.40 GRANULAR BACKFILL | | | 0058 9005.55 1000.000 TON | 41.78000 41780.00| 60.00000 60000.00| 67.20000 67200.00 ASPHALTIC CONCRETE, TYPE SP5(0.5) | | | 0059 9021.08 54.000 TON | 250.00000 13500.00| 260.00000 14040.00| 285.60000 15422.40 PERFORMANCE GRADED BINDER (64-28) | | | 0060 9053.00 650.000 GAL | 1.50000 975.00| 1.00000 650.00| 1.12000 728.00 TACK COAT | | | 0061 9110.01 20.000 HOUR| 60.00000 1200.00| 50.00000 1000.00| 86.24000 1724.80 RENTAL OF LOADER, FULLY OPERATED | | | 0062 9110.03 20.000 HOUR| 55.00000 1100.00| 40.00000 800.00| 59.36000 1187.20 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0063 9110.06 20.000 HOUR| 75.00000 1500.00| 60.00000 1200.00| 50.40000 1008.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0064 9110.07 20.000 HOUR| 70.00000 1400.00| 40.00000 800.00| 45.92000 918.40 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0065 9170.00 13.986 STA | 210.00000 2937.06| 175.00000 2447.55| 196.04000 2741.82 EARTH SHOULDER CONSTRUCTION | | | 0066 9173.20 222.000 SY | 10.00000 2220.00| 2.00000 444.00| 8.18000 1815.96 SUBGRADE PREPARATION | | | 0067 9188.50 347.000 SY | 25.00000 8675.00| 18.00000 6246.00| 19.42000 6738.74 SURFACING UNDER GUARDRAIL | | | 0068 L001.02 0.500 ACRE| 1500.00000 750.00| 500.00000 250.00| 1624.00000 812.00 SEEDING, TYPE B | | | 0069 L020.00 10275.000 SY | 1.30000 13357.50| 1.55000 15926.25| 1.70000 17467.50 EROSION CONTROL | | | 0070 L022.11 2325.000 LF | 2.38000 5533.50| 2.25000 5231.25| 2.46000 5719.50 FABRIC SILT FENCE-LOW POROSITY | | | 0071 L032.75 1.000 TON | 80.00000 80.00| 80.00000 80.00| 252.00000 252.00 MULCH | | | 0072 P402.18 413.000 LF | 33.50000 13835.50| 28.00000 11564.00| 19.31000 7975.03 18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,588,201.27| $ 1,723,823.56| $ 1,775,730.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,588,201.27| $ 1,723,823.56| $ 1,775,730.95 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -7 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0013 |( ) |( ) |DIAMOND ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 15+00 2-145' SPAN NU1100 CONCRETE GIRDER BRIDGE | | | 0001 0001.08 4728.000 BDAY| 0.50000 2364.00| | BARRICADE, TYPE II | | | 0002 0001.10 2534.000 BDAY| 1.00000 2534.00| | BARRICADE, TYPE III | | | 0003 0001.75 1156.000 EACH| 2.00000 2312.00| | TEMPORARY SIGN DAY | | | 0004 0001.90 15168.000 EACH| 0.50000 7584.00| | SIGN DAY | | | 0005 0001.99 24.000 EACH| 2.00000 48.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0006 0002.30 1200.000 LF | 0.60000 720.00| | PAVEMENT MARKING REMOVAL | | | 0007 0002.39 4900.000 LF | 0.75000 3675.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0008 0002.47 2200.000 LF | 0.85000 1870.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0009 0002.97 92.000 DAY | 20.00000 1840.00| | FLASHING ARROW PANEL | | | 0010 0003.10 30.000 DAY | 155.00000 4650.00| | FLAGGING | | | 0011 0003.50 1550.000 LF | 72.00000 111600.00| | CONCRETE PROTECTION BARRIER | | | 0012 0003.56 700.000 LF | 6.00000 4200.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0013 0003.58 4.000 EACH| 4200.00000 16800.00| | INERTIAL BARRIER SYSTEM | | | 0014 0003.64 5.000 EACH| 270.00000 1350.00| | REPLACEMENT MODULE | | | 0015 0003.70 4.000 EACH| 380.00000 1520.00| | TEMPORARY RUMBLE STRIP | | | 0016 0003.75 1.000 EACH| 9000.00000 9000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0017 0005.10 230.000 DAY | 100.00000 23000.00| | TRAFFIC CONTROL MANAGEMENT | | | 0018 0020.00 1000.000 HOUR| 0.80000 800.00| | TRAINING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -8 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0013 |( ) |( ) |DIAMOND ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 0030.60 LUMP| 55000.00000 55000.00| | MOBILIZATION | | | 0020 1000.00 1.000 EACH| 500.00000 500.00| | LARGE TREE REMOVAL | | | 0021 1009.00 LUMP| 10000.00000 10000.00| | GENERAL CLEARING AND GRUBBING | | | 0022 1010.01 1935.000 CY | 4.00000 7740.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0023 1011.00 57.000 MGAL| 8.00000 456.00| | WATER | | | 0024 1030.00 2309.000 CY | 12.00000 27708.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0025 1101.00 416.000 SY | 9.00000 3744.00| | REMOVE PAVEMENT | | | 0026 1102.00 253.000 SY | 4.60000 1163.80| | REMOVE ASPHALT SURFACE | | | 0027 1119.00 4.000 EACH| 500.00000 2000.00| | REMOVE INLET | | | 0028 3050.15 205.000 CY | 185.50000 38027.50| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0029 3051.10 23020.000 LB | 0.76000 17495.20| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0030 4004.50 2296.000 LB | 3.00000 6888.00| | CAST IRON GRATE AND FRAME | | | 0031 4050.01 364.000 CY | 25.00000 9100.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0032 4105.59 6.800 CY | 2300.00000 15640.00| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0033 4155.50 620.000 LB | 3.00000 1860.00| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0034 4310.18 4.000 EACH| 250.00000 1000.00| | 18" FLARED-END SECTION | | | 0035 6000.10 100.000 LS | 2700.00000 2700.00| | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -9 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0013 |( ) |( ) |DIAMOND ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 6000.11 100.000 LS | 2700.00000 2700.00| | ABUTMENT NO.2 EXCAVATION | | | 0037 6000.20 155.000 LS | 9000.00000 9000.00| | PIER NO.1 EXCAVATION | | | 0038 6005.35 98.000 LF | 48.00000 4704.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0039 6005.60 12.000 EACH| 195.00000 2340.00| | ELASTOMERIC BEARING | | | 0040 6010.22 261.700 CY | 355.00000 92903.50| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0041 6010.26 55.400 CY | 308.00000 17063.20| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0042 6010.28 406.100 CY | 381.00000 154724.10| | CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0043 6011.11 372.500 LS | 560000.00000 560000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 15+00 | | | 0044 6030.00 1.000 EACH| 95000.00000 95000.00| | PREPARATION OF BRIDGE AT STA. 15+00 | | | 0045 6080.00 2160.000 LB | 1.83000 3952.80| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0046 6107.00 537.000 SY | 139.00000 74643.00| | CONCRETE SLOPE PROTECTION | | | 0047 6131.50 185380.000 LB | 0.79000 146450.20| | EPOXY COATED REINFORCING STEEL | | | 0048 6139.50 90.000 SY | 28.00000 2520.00| | SUBSURFACE DRAINAGE MATTING | | | 0049 6210.50 4040.000 LF | 48.00000 193920.00| | PIPE PILING | | | 0050 6510.55 530.000 LS | 19000.00000 19000.00| | TEMPORARY BRIDGE SHORING | | | 0051 7011.20 218.750 LF | 14.11000 3086.56| | W-BEAM GUARDRAIL | | | 0052 7011.30 175.000 LF | 21.01000 3676.75| | THRIE-BEAM GUARDRAIL | | | 0053 7017.00 1304.000 LF | 1.00000 1304.00| | REMOVE GUARDRAIL | | | 0054 7020.00 4.000 EACH| 1770.00000 7080.00| | BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F21 -10 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4071 COUNTIES : HALL LETTING DATE : 03/04/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0013 |( ) |( ) |DIAMOND ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 7022.50 2.000 EACH| 4752.00000 9504.00| | BULLNOSE-12.5' | | | 0056 7024.25 4.000 EACH| 1911.50000 7646.00| | GUARDRAIL END TREATMENT, TYPE I | | | 0057 8091.00 240.000 CY | 20.00000 4800.00| | GRANULAR BACKFILL | | | 0058 9005.55 1000.000 TON | 62.00000 62000.00| | ASPHALTIC CONCRETE, TYPE SP5(0.5) | | | 0059 9021.08 54.000 TON | 255.00000 13770.00| | PERFORMANCE GRADED BINDER (64-28) | | | 0060 9053.00 650.000 GAL | 1.00000 650.00| | TACK COAT | | | 0061 9110.01 20.000 HOUR| 70.00000 1400.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0062 9110.03 20.000 HOUR| 70.00000 1400.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0063 9110.06 20.000 HOUR| 75.00000 1500.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0064 9110.07 20.000 HOUR| 45.00000 900.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0065 9170.00 13.986 STA | 175.00000 2447.55| | EARTH SHOULDER CONSTRUCTION | | | 0066 9173.20 222.000 SY | 6.20000 1376.40| | SUBGRADE PREPARATION | | | 0067 9188.50 347.000 SY | 36.00000 12492.00| | SURFACING UNDER GUARDRAIL | | | 0068 L001.02 0.500 ACRE| 1050.00000 525.00| | SEEDING, TYPE B | | | 0069 L020.00 10275.000 SY | 1.52000 15618.00| | EROSION CONTROL | | | 0070 L022.11 2325.000 LF | 2.20000 5115.00| | FABRIC SILT FENCE-LOW POROSITY | | | 0071 L032.75 1.000 TON | 310.00000 310.00| | MULCH | | | 0072 P402.18 413.000 LF | 33.50000 13835.50| | 18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,946,247.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,946,247.06| $ 0.00| $ ====================================================================================================================================
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