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Last Updated:
10/10/2003
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October 9, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : 2 VENDOR RANKING CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 DISTRICT : 1 PAWNEE CONTRACT DESCRIPTION : PROJECT(S) : RD-8-7(1010) ON N-8, LIBERTY SPUR EAST. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0574 CONSTRUCTORS, INC. $ 1,278,236.26 100.0000% 2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,337,347.24 104.6244% 3 1661 U.S. ASPHALT CO. $ 1,392,663.63 108.9520% 4 0083 WERNER CONSTRUCTION, INC. $ 1,406,001.04 109.9954% 5 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,426,308.66 111.5841% 6 0875 BROWER CONSTRUCTION CO. $ 1,466,281.09 114.7113% 7 0086 HENNINGSEN CONST., INC. $ 1,647,753.15 128.9083% NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -3 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. 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| 4200.00000 4200.00| 1000.00000 1000.00| 2548.95000 2548.95 MOBILIZATION | | | 0002 1009.00 LUMP| 2100.00000 2100.00| 2000.00000 2000.00| 1529.37000 1529.37 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 21.000 MGAL| 8.00000 168.00| 8.00000 168.00| 8.00000 168.00 WATER | | | 0004 1012.00 11.000 EACH| 65.00000 715.00| 65.00000 715.00| 76.47000 841.17 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 2800.000 CY | 3.05000 8540.00| 3.05000 8540.00| 4.08000 11424.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 239.000 SY | 4.00000 956.00| 2.96000 707.44| 8.16000 1950.24 REMOVE PAVEMENT | | | 0007 7017.00 3498.750 LF | 1.50000 5248.13| 1.50000 5248.13| 1.02000 3568.73 REMOVE GUARDRAIL | | | 0008 L020.00 4760.000 SY | 1.35000 6426.00| 1.75000 8330.00| 1.78000 8472.80 EROSION CONTROL | | | 0009 L022.11 1510.000 LF | 2.70000 4077.00| 2.35000 3548.50| 2.55000 3850.50 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 32,430.13| $ 30,257.07| $ 34,353.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0010 0030.40 LUMP| 3200.00000 3200.00| 5000.00000 5000.00| 3058.74000 3058.74 MOBILIZATION | | | 0011 4044.00 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1631.33000 1631.33 PREPARATION OF STRUCTURE AT STA. 476+98 | | | 0012 4044.01 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| 2446.99000 2446.99 PREPARATION OF STRUCTURE AT STA. 565+34 | | | 0013 4051.01 283.000 CY | 14.00000 3962.00| 14.00000 3962.00| 14.27000 4038.41 EXCAVATION FOR BOX CULVERTS | | | 0014 4101.06 131.790 CY | 279.00000 36769.41| 278.00000 36637.62| 283.44000 37354.56 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0015 4151.00 13228.000 LB | 0.57000 7539.96| 0.57000 7539.96| 0.58000 7672.24 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 55,471.37| $ 57,139.58| $ 56,202.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 729+76.4 QUAD 10' X 8' X 91' CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -4 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 0030.40 LUMP| 4050.00000 4050.00| 10000.00000 10000.00| 4078.32000 4078.32 MOBILIZATION | | | 0017 4045.00 1.000 EACH| 14100.00000 14100.00| 14000.00000 14000.00| 14274.13000 14274.13 REMOVE STRUCTURE AT STA. 729+80 | | | 0018 4051.01 2250.000 CY | 10.00000 22500.00| 10.00000 22500.00| 10.20000 22950.00 EXCAVATION FOR BOX CULVERTS | | | 0019 4054.68 3580.000 LS | 49900.00000 49900.00| 49900.00000 49900.00| 50877.08000 50877.08 TEMPORARY SHORING AT STA. 729+76.4 | | | 0020 4101.06 391.300 CY | 248.50000 97238.05| 248.00000 97042.40| 252.86000 98944.12 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4151.00 40675.000 LB | 0.57000 23184.75| 0.57000 23184.75| 0.58000 23591.50 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 210,972.80| $ 216,627.15| $ 214,715.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0022 0030.50 LUMP| 250.00000 250.00| 1000.00000 1000.00| 203.92000 203.92 MOBILIZATION | | | 0023 L001.02 20.400 ACRE| 445.00000 9078.00| 369.00000 7527.60| 453.71000 9255.68 SEEDING, TYPE B | | | 0024 L032.75 46.000 TON | 65.20000 2999.20| 60.00000 2760.00| 66.27000 3048.42 MULCH | | | SECTION TOTALS | $ 12,327.20| $ 11,287.60| $ 12,508.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 490+25 1-35.53' & 2-20.0' SPANS PRESTRESSED CONC DBL TEE BRIDGE | | | 0025 0030.60 LUMP| 600.00000 600.00| 1500.00000 1500.00| 581.16000 581.16 MOBILIZATION | | | 0026 6010.26 29.900 CY | 529.00000 15817.10| 528.00000 15787.20| 538.34000 16096.37 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0027 6020.00 2845.000 LB | 1.20000 3414.00| 1.20000 3414.00| 1.22000 3470.90 REINFORCING STEEL FOR BRIDGE | | | 0028 6030.00 1.000 EACH| 3100.00000 3100.00| 3040.00000 3040.00| 3099.53000 3099.53 PREPARATION OF BRIDGE AT STA. 490+25 | | | SECTION TOTALS | $ 22,931.10| $ 23,741.20| $ 23,247.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -5 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 0030.70 LUMP| 300.00000 300.00| 1000.00000 1000.00| 290.58000 290.58 MOBILIZATION | | | 0030 7011.20 75.000 LF | 14.00000 1050.00| 13.98000 1048.50| 14.25000 1068.75 W-BEAM GUARDRAIL | | | 0031 7020.00 4.000 EACH| 1450.00000 5800.00| 1409.50000 5638.00| 1437.10000 5748.40 BRIDGE APPROACH SECTIONS | | | 0032 7024.27 4.000 EACH| 1350.00000 5400.00| 1328.00000 5312.00| 1354.00000 5416.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 12,550.00| $ 12,998.50| $ 12,523.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0033 0003.50 775.000 LF | 16.50000 12787.50| 23.13000 17925.75| 66.27000 51359.25 CONCRETE PROTECTION BARRIER | | | 0034 0003.56 775.000 LF | 1.75000 1356.25| 1.97000 1526.75| 10.20000 7905.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0035 0030.80 LUMP| 17300.00000 17300.00| 35000.00000 35000.00| 6558.12000 6558.12 MOBILIZATION | | | 0036 2010.03 110.000 TON | 17.00000 1870.00| 18.44000 2028.40| 30.59000 3364.90 CRUSHED ROCK SURFACE COURSE | | | 0037 2020.00 235.000 SY | 6.00000 1410.00| 11.01000 2587.35| 4.08000 958.80 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0038 2021.00 7.000 EACH| 50.00000 350.00| 50.00000 350.00| 50.98000 356.86 MAILBOX POST | | | 0039 3008.05 12.000 EACH| 8.00000 96.00| 7.68000 92.16| 15.29000 183.48 TIE BARS | | | 0040 3031.06 239.000 SY | 27.10000 6476.90| 27.03000 6460.17| 27.56000 6586.84 6" CONCRETE BASE COURSE | | | 0041 3040.11 11.000 SY | 89.30000 982.30| 88.99000 978.89| 90.73000 998.03 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0042 3040.12 133.300 SY | 87.40000 11650.42| 87.13000 11614.43| 88.84000 11842.37 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0043 3040.13 446.800 SY | 85.70000 38290.76| 85.46000 38183.53| 87.13000 38929.68 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0044 3221.15 3.900 SY | 92.50000 360.75| 92.17000 359.46| 93.97000 366.48 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -6 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 9000.75 200.000 TON | 20.50000 4100.00| 22.03000 4406.00| 20.58000 4116.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0046 9005.00 50.000 TON | 46.00000 2300.00| 33.57000 1678.50| 39.60000 1980.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0047 9005.51 21920.000 TON | 20.50000 449360.00| 22.03000 482897.60| 23.31000 510955.20 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0048 9009.00 2783.000 SY | 3.50000 9740.50| 2.77000 7708.91| 2.55000 7096.65 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0049 9009.75 475.000 SY | 45.00000 21375.00| 29.88000 14193.00| 40.78000 19370.50 TEMPORARY SURFACING | | | 0050 9020.91 10.800 TON | 174.00000 1879.20| 180.00000 1944.00| 177.20000 1913.76 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0051 9021.01 1186.380 TON | 174.00000 206430.12| 180.00000 213548.40| 177.20000 210226.54 PERFORMANCE GRADED BINDER (64-22) | | | 0052 9053.00 20320.000 GAL | 0.70000 14224.00| 0.82000 16662.40| 0.80000 16256.00 TACK COAT | | | 0053 9111.00 189.000 MGAL| 8.00000 1512.00| 8.92000 1685.88| 8.16000 1542.24 WATER | | | 0054 9140.00 6.830 STA | 40.00000 273.20| 50.00000 341.50| 101.96000 696.39 JOINT SEALING - ASPHALT TO CONCRETE | | | 0055 9170.00 738.350 STA | 47.60000 35145.46| 47.50000 35071.63| 47.92000 35381.73 EARTH SHOULDER CONSTRUCTION | | | 0056 9173.20 767.000 SY | 2.80000 2147.60| 2.65000 2032.55| 2.10000 1610.70 SUBGRADE PREPARATION | | | 0057 9179.80 2.000 EACH| 2500.00000 5000.00| 1950.00000 3900.00| 1988.18000 3976.36 MILLING CONCRETE FOR INLAYS | | | 0058 9188.50 330.000 SY | 20.50000 6765.00| 12.65000 4174.50| 16.82000 5550.60 SURFACING UNDER GUARDRAIL | | | 0059 9300.52 6.992 LS | 2750.00000 2750.00| 1000.00000 1000.00| 2345.04000 2345.04 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 855,932.96| $ 908,351.76| $ 952,427.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -7 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 0001.08 12080.000 BDAY| 0.50000 6040.00| 0.50000 6040.00| 0.50000 6040.00 BARRICADE, TYPE II | | | 0061 0001.10 1036.000 BDAY| 1.50000 1554.00| 2.00000 2072.00| 1.53000 1585.08 BARRICADE, TYPE III | | | 0062 0001.75 700.000 EACH| 2.00000 1400.00| 1.00000 700.00| 1.02000 714.00 TEMPORARY SIGN DAY | | | 0063 0001.90 15102.000 EACH| 0.35000 5285.70| 0.25000 3775.50| 0.36000 5436.72 SIGN DAY | | | 0064 0002.30 1900.000 LF | 0.40000 760.00| 0.50000 950.00| 0.41000 779.00 PAVEMENT MARKING REMOVAL | | | 0065 0002.39 5800.000 LF | 0.75000 4350.00| 1.25000 7250.00| 0.76000 4408.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0066 0002.47 3000.000 LF | 0.70000 2100.00| 0.50000 1500.00| 0.71000 2130.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0067 0002.55 733.500 STA | 8.00000 5868.00| 6.75000 4951.13| 8.67000 6359.45 OVERLAY BROKEN LINES | | | 0068 0002.60 1467.000 STA | 8.00000 11736.00| 6.75000 9902.25| 8.67000 12718.89 OVERLAY SOLID LINES | | | 0069 0003.10 120.000 DAY | 185.00000 22200.00| 184.64000 22156.80| 177.64000 21316.80 FLAGGING | | | 0070 0003.20 30.000 DAY | 230.00000 6900.00| 244.89000 7346.70| 230.73000 6921.90 FURNISHING AND OPERATING PILOT VEHICLE | | | 0071 0010.04 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 1529.37000 1529.37 FIELD OFFICE | | | 0072 0030.10 LUMP| 500.00000 500.00| 5000.00000 5000.00| 12579.41000 12579.41 MOBILIZATION | | | 0073 9110.01 25.000 HOUR| 54.50000 1362.50| 50.00000 1250.00| 47.49000 1187.25 RENTAL OF LOADER, FULLY OPERATED | | | 0074 9110.02 10.000 HOUR| 69.70000 697.00| 50.00000 500.00| 42.55000 425.50 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0075 9110.03 25.000 HOUR| 46.40000 1160.00| 45.00000 1125.00| 38.06000 951.50 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0076 9110.06 15.000 HOUR| 54.50000 817.50| 70.00000 1050.00| 51.79000 776.85 RENTAL OF BACKHOE, FULLY OPERATED | | | 0077 9110.07 25.000 HOUR| 35.60000 890.00| 35.00000 875.00| 33.02000 825.50 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 75,620.70| $ 76,944.38| $ 86,685.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,278,236.26| $ 1,337,347.24| $ 1,392,663.63 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -8 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 4 ) 0083 |( 5 ) 0477 |( 6 ) 0875 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. 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| 1000.00000 1000.00| 11000.00000 11000.00| 1000.00000 1000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 2000.00000 2000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 21.000 MGAL| 8.00000 168.00| 8.00000 168.00| 8.00000 168.00 WATER | | | 0004 1012.00 11.000 EACH| 65.00000 715.00| 85.00000 935.00| 65.00000 715.00 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 2800.000 CY | 3.05000 8540.00| 5.40000 15120.00| 3.05000 8540.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 239.000 SY | 5.00000 1195.00| 5.00000 1195.00| 20.00000 4780.00 REMOVE PAVEMENT | | | 0007 7017.00 3498.750 LF | 1.50000 5248.13| 1.00000 3498.75| 1.50000 5248.13 REMOVE GUARDRAIL | | | 0008 L020.00 4760.000 SY | 1.35000 6426.00| 1.36000 6473.60| 1.35000 6426.00 EROSION CONTROL | | | 0009 L022.11 1510.000 LF | 2.70000 4077.00| 2.75000 4152.50| 2.70000 4077.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 29,369.13| $ 48,542.85| $ 32,954.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0010 0030.40 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 3000.00000 3000.00 MOBILIZATION | | | 0011 4044.00 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 PREPARATION OF STRUCTURE AT STA. 476+98 | | | 0012 4044.01 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00 PREPARATION OF STRUCTURE AT STA. 565+34 | | | 0013 4051.01 283.000 CY | 14.00000 3962.00| 14.00000 3962.00| 14.00000 3962.00 EXCAVATION FOR BOX CULVERTS | | | 0014 4101.06 131.790 CY | 278.00000 36637.62| 280.00000 36901.20| 278.00000 36637.62 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0015 4151.00 13228.000 LB | 0.57000 7539.96| 0.58000 7672.24| 0.57000 7539.96 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 55,139.58| $ 56,035.44| $ 55,139.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 729+76.4 QUAD 10' X 8' X 91' CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -9 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 4 ) 0083 |( 5 ) 0477 |( 6 ) 0875 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 0030.40 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4000.00000 4000.00 MOBILIZATION | | | 0017 4045.00 1.000 EACH| 14000.00000 14000.00| 15000.00000 15000.00| 14000.00000 14000.00 REMOVE STRUCTURE AT STA. 729+80 | | | 0018 4051.01 2250.000 CY | 10.00000 22500.00| 10.00000 22500.00| 10.00000 22500.00 EXCAVATION FOR BOX CULVERTS | | | 0019 4054.68 3580.000 LS | 49900.00000 49900.00| 50000.00000 50000.00| 49900.00000 49900.00 TEMPORARY SHORING AT STA. 729+76.4 | | | 0020 4101.06 391.300 CY | 248.00000 97042.40| 250.00000 97825.00| 248.00000 97042.40 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4151.00 40675.000 LB | 0.57000 23184.75| 0.58000 23591.50| 0.57000 23184.75 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 210,627.15| $ 213,416.50| $ 210,627.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0022 0030.50 LUMP| 200.00000 200.00| 300.00000 300.00| 500.00000 500.00 MOBILIZATION | | | 0023 L001.02 20.400 ACRE| 445.00000 9078.00| 450.00000 9180.00| 445.00000 9078.00 SEEDING, TYPE B | | | 0024 L032.75 46.000 TON | 65.00000 2990.00| 66.00000 3036.00| 65.00000 2990.00 MULCH | | | SECTION TOTALS | $ 12,268.00| $ 12,516.00| $ 12,568.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 490+25 1-35.53' & 2-20.0' SPANS PRESTRESSED CONC DBL TEE BRIDGE | | | 0025 0030.60 LUMP| 1881.58000 1881.58| 750.00000 750.00| 1881.58000 1881.58 MOBILIZATION | | | 0026 6010.26 29.900 CY | 575.00000 17192.50| 530.00000 15847.00| 575.00000 17192.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0027 6020.00 2845.000 LB | 1.00000 2845.00| 1.20000 3414.00| 1.00000 2845.00 REINFORCING STEEL FOR BRIDGE | | | 0028 6030.00 1.000 EACH| 6000.00000 6000.00| 3200.00000 3200.00| 6000.00000 6000.00 PREPARATION OF BRIDGE AT STA. 490+25 | | | SECTION TOTALS | $ 27,919.08| $ 23,211.00| $ 27,919.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -10 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 4 ) 0083 |( 5 ) 0477 |( 6 ) 0875 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 0030.70 LUMP| 285.00000 285.00| 500.00000 500.00| 285.00000 285.00 MOBILIZATION | | | 0030 7011.20 75.000 LF | 13.98000 1048.50| 14.00000 1050.00| 13.98000 1048.50 W-BEAM GUARDRAIL | | | 0031 7020.00 4.000 EACH| 1409.50000 5638.00| 1440.00000 5760.00| 1409.50000 5638.00 BRIDGE APPROACH SECTIONS | | | 0032 7024.27 4.000 EACH| 1328.00000 5312.00| 1330.00000 5320.00| 1328.00000 5312.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 12,283.50| $ 12,630.00| $ 12,283.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0033 0003.50 775.000 LF | 40.00000 31000.00| 30.00000 23250.00| 65.00000 50375.00 CONCRETE PROTECTION BARRIER | | | 0034 0003.56 775.000 LF | 2.00000 1550.00| 3.00000 2325.00| 10.00000 7750.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0035 0030.80 LUMP| 25500.00000 25500.00| 16000.00000 16000.00| 33852.08000 33852.08 MOBILIZATION | | | 0036 2010.03 110.000 TON | 20.00000 2200.00| 24.00000 2640.00| 20.00000 2200.00 CRUSHED ROCK SURFACE COURSE | | | 0037 2020.00 235.000 SY | 7.00000 1645.00| 2.00000 470.00| 5.50000 1292.50 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0038 2021.00 7.000 EACH| 50.00000 350.00| 50.00000 350.00| 50.50000 353.50 MAILBOX POST | | | 0039 3008.05 12.000 EACH| 10.00000 120.00| 8.00000 96.00| 7.76000 93.12 TIE BARS | | | 0040 3031.06 239.000 SY | 30.00000 7170.00| 27.50000 6572.50| 46.06000 11008.34 6" CONCRETE BASE COURSE | | | 0041 3040.11 11.000 SY | 90.00000 990.00| 100.00000 1100.00| 143.15000 1574.65 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0042 3040.12 133.300 SY | 89.00000 11863.70| 92.00000 12263.60| 94.44000 12588.85 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0043 3040.13 446.800 SY | 86.00000 38424.80| 90.00000 40212.00| 89.69000 40073.49 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0044 3221.15 3.900 SY | 93.00000 362.70| 110.00000 429.00| 121.94000 475.57 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -11 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 4 ) 0083 |( 5 ) 0477 |( 6 ) 0875 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 9000.75 200.000 TON | 24.31000 4862.00| 21.00000 4200.00| 25.38000 5076.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0046 9005.00 50.000 TON | 44.31000 2215.50| 35.00000 1750.00| 72.09000 3604.50 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0047 9005.51 21920.000 TON | 24.31000 532875.20| 23.75000 520600.00| 24.73000 542081.60 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0048 9009.00 2783.000 SY | 1.75000 4870.25| 3.00000 8349.00| 2.00000 5566.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0049 9009.75 475.000 SY | 49.00000 23275.00| 70.00000 33250.00| 50.00000 23750.00 TEMPORARY SURFACING | | | 0050 9020.91 10.800 TON | 174.00000 1879.20| 180.00000 1944.00| 180.79000 1952.53 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0051 9021.01 1186.380 TON | 174.00000 206430.12| 180.00000 213548.40| 180.79000 214485.64 PERFORMANCE GRADED BINDER (64-22) | | | 0052 9053.00 20320.000 GAL | 1.00000 20320.00| 1.10000 22352.00| 0.80000 16256.00 TACK COAT | | | 0053 9111.00 189.000 MGAL| 8.00000 1512.00| 1.00000 189.00| 11.00000 2079.00 WATER | | | 0054 9140.00 6.830 STA | 150.00000 1024.50| 80.00000 546.40| 400.00000 2732.00 JOINT SEALING - ASPHALT TO CONCRETE | | | 0055 9170.00 738.350 STA | 47.50000 35071.63| 60.00000 44301.00| 47.50000 35071.63 EARTH SHOULDER CONSTRUCTION | | | 0056 9173.20 767.000 SY | 3.50000 2684.50| 2.00000 1534.00| 2.00000 1534.00 SUBGRADE PREPARATION | | | 0057 9179.80 2.000 EACH| 2500.00000 5000.00| 1500.00000 3000.00| 2450.00000 4900.00 MILLING CONCRETE FOR INLAYS | | | 0058 9188.50 330.000 SY | 20.00000 6600.00| 30.00000 9900.00| 15.00000 4950.00 SURFACING UNDER GUARDRAIL | | | 0059 9300.52 6.992 LS | 3500.00000 3500.00| 2500.00000 2500.00| 4000.00000 4000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 973,296.10| $ 973,671.90| $ 1,029,676.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -12 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 4 ) 0083 |( 5 ) 0477 |( 6 ) 0875 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 0001.08 12080.000 BDAY| 0.50000 6040.00| 0.50000 6040.00| 0.50000 6040.00 BARRICADE, TYPE II | | | 0061 0001.10 1036.000 BDAY| 2.00000 2072.00| 1.50000 1554.00| 2.02000 2092.72 BARRICADE, TYPE III | | | 0062 0001.75 700.000 EACH| 2.00000 1400.00| 6.00000 4200.00| 1.01000 707.00 TEMPORARY SIGN DAY | | | 0063 0001.90 15102.000 EACH| 0.50000 7551.00| 0.36000 5436.72| 0.26000 3926.52 SIGN DAY | | | 0064 0002.30 1900.000 LF | 0.50000 950.00| 0.50000 950.00| 0.51000 969.00 PAVEMENT MARKING REMOVAL | | | 0065 0002.39 5800.000 LF | 0.80000 4640.00| 0.75000 4350.00| 1.27000 7366.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0066 0002.47 3000.000 LF | 0.85000 2550.00| 0.75000 2250.00| 0.51000 1530.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0067 0002.55 733.500 STA | 7.00000 5134.50| 8.50000 6234.75| 6.82000 5002.47 OVERLAY BROKEN LINES | | | 0068 0002.60 1467.000 STA | 8.00000 11736.00| 8.50000 12469.50| 6.82000 10004.94 OVERLAY SOLID LINES | | | 0069 0003.10 120.000 DAY | 185.00000 22200.00| 200.00000 24000.00| 190.00000 22800.00 FLAGGING | | | 0070 0003.20 30.000 DAY | 285.00000 8550.00| 310.00000 9300.00| 265.00000 7950.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0071 0010.04 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 FIELD OFFICE | | | 0072 0030.10 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 8500.00000 8500.00 MOBILIZATION | | | 0073 9110.01 25.000 HOUR| 65.00000 1625.00| 65.00000 1625.00| 65.00000 1625.00 RENTAL OF LOADER, FULLY OPERATED | | | 0074 9110.02 10.000 HOUR| 75.00000 750.00| 65.00000 650.00| 65.00000 650.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0075 9110.03 25.000 HOUR| 55.00000 1375.00| 45.00000 1125.00| 55.00000 1375.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0076 9110.06 15.000 HOUR| 85.00000 1275.00| 65.00000 975.00| 55.00000 825.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0077 9110.07 25.000 HOUR| 50.00000 1250.00| 65.00000 1625.00| 50.00000 1250.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 85,098.50| $ 86,284.97| $ 85,113.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,406,001.04| $ 1,426,308.66| $ 1,466,281.09 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -13 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., 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| 1000.00000 1000.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 2000.00000 2000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 21.000 MGAL| 8.00000 168.00| | WATER | | | 0004 1012.00 11.000 EACH| 65.00000 715.00| | RIGHT-OF-WAY MARKERS | | | 0005 1030.00 2800.000 CY | 3.51000 9828.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 239.000 SY | 10.00000 2390.00| | REMOVE PAVEMENT | | | 0007 7017.00 3498.750 LF | 1.50000 5248.13| | REMOVE GUARDRAIL | | | 0008 L020.00 4760.000 SY | 1.75000 8330.00| | EROSION CONTROL | | | 0009 L022.11 1510.000 LF | 2.50000 3775.00| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 33,454.13| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0010 0030.40 LUMP| 25000.00000 25000.00| | MOBILIZATION | | | 0011 4044.00 1.000 EACH| 14000.00000 14000.00| | PREPARATION OF STRUCTURE AT STA. 476+98 | | | 0012 4044.01 1.000 EACH| 14000.00000 14000.00| | PREPARATION OF STRUCTURE AT STA. 565+34 | | | 0013 4051.01 283.000 CY | 14.00000 3962.00| | EXCAVATION FOR BOX CULVERTS | | | 0014 4101.06 131.790 CY | 455.00000 59964.45| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0015 4151.00 13228.000 LB | 0.87000 11508.36| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 128,434.81| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 729+76.4 QUAD 10' X 8' X 91' CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -14 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 0030.40 LUMP| 35000.00000 35000.00| | MOBILIZATION | | | 0017 4045.00 1.000 EACH| 18900.00000 18900.00| | REMOVE STRUCTURE AT STA. 729+80 | | | 0018 4051.01 2250.000 CY | 12.00000 27000.00| | EXCAVATION FOR BOX CULVERTS | | | 0019 4054.68 3580.000 LS | 52000.00000 52000.00| | TEMPORARY SHORING AT STA. 729+76.4 | | | 0020 4101.06 391.300 CY | 445.00000 174128.50| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4151.00 40675.000 LB | 0.86000 34980.50| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 342,009.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0022 0030.50 LUMP| 200.00000 200.00| | MOBILIZATION | | | 0023 L001.02 20.400 ACRE| 445.00000 9078.00| | SEEDING, TYPE B | | | 0024 L032.75 46.000 TON | 65.00000 2990.00| | MULCH | | | SECTION TOTALS | $ 12,268.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 490+25 1-35.53' & 2-20.0' SPANS PRESTRESSED CONC DBL TEE BRIDGE | | | 0025 0030.60 LUMP| 1900.00000 1900.00| | MOBILIZATION | | | 0026 6010.26 29.900 CY | 575.00000 17192.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0027 6020.00 2845.000 LB | 1.10000 3129.50| | REINFORCING STEEL FOR BRIDGE | | | 0028 6030.00 1.000 EACH| 6000.00000 6000.00| | PREPARATION OF BRIDGE AT STA. 490+25 | | | SECTION TOTALS | $ 28,222.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -15 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 0030.70 LUMP| 500.00000 500.00| | MOBILIZATION | | | 0030 7011.20 75.000 LF | 13.00000 975.00| | W-BEAM GUARDRAIL | | | 0031 7020.00 4.000 EACH| 1650.00000 6600.00| | BRIDGE APPROACH SECTIONS | | | 0032 7024.27 4.000 EACH| 1500.00000 6000.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 14,075.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0033 0003.50 775.000 LF | 40.00000 31000.00| | CONCRETE PROTECTION BARRIER | | | 0034 0003.56 775.000 LF | 10.00000 7750.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0035 0030.80 LUMP| 16700.00000 16700.00| | MOBILIZATION | | | 0036 2010.03 110.000 TON | 22.00000 2420.00| | CRUSHED ROCK SURFACE COURSE | | | 0037 2020.00 235.000 SY | 6.00000 1410.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0038 2021.00 7.000 EACH| 50.00000 350.00| | MAILBOX POST | | | 0039 3008.05 12.000 EACH| 7.68000 92.16| | TIE BARS | | | 0040 3031.06 239.000 SY | 40.00000 9560.00| | 6" CONCRETE BASE COURSE | | | 0041 3040.11 11.000 SY | 90.00000 990.00| | CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0042 3040.12 133.300 SY | 89.00000 11863.70| | CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0043 3040.13 446.800 SY | 87.00000 38871.60| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0044 3221.15 3.900 SY | 100.00000 390.00| | CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -16 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 9000.75 200.000 TON | 18.00000 3600.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0046 9005.00 50.000 TON | 75.00000 3750.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0047 9005.51 21920.000 TON | 25.55000 560056.00| | ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0048 9009.00 2783.000 SY | 1.65000 4591.95| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0049 9009.75 475.000 SY | 44.00000 20900.00| | TEMPORARY SURFACING | | | 0050 9020.91 10.800 TON | 179.00000 1933.20| | PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0051 9021.01 1186.380 TON | 179.00000 212362.02| | PERFORMANCE GRADED BINDER (64-22) | | | 0052 9053.00 20320.000 GAL | 0.90000 18288.00| | TACK COAT | | | 0053 9111.00 189.000 MGAL| 5.00000 945.00| | WATER | | | 0054 9140.00 6.830 STA | 200.00000 1366.00| | JOINT SEALING - ASPHALT TO CONCRETE | | | 0055 9170.00 738.350 STA | 47.50000 35071.63| | EARTH SHOULDER CONSTRUCTION | | | 0056 9173.20 767.000 SY | 5.00000 3835.00| | SUBGRADE PREPARATION | | | 0057 9179.80 2.000 EACH| 1950.00000 3900.00| | MILLING CONCRETE FOR INLAYS | | | 0058 9188.50 330.000 SY | 25.00000 8250.00| | SURFACING UNDER GUARDRAIL | | | 0059 9300.52 6.992 LS | 1000.00000 1000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,001,246.26| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : N06 -17 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 1584 COUNTIES : GAGE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 PAWNEE ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 0001.08 12080.000 BDAY| 0.50000 6040.00| | BARRICADE, TYPE II | | | 0061 0001.10 1036.000 BDAY| 1.50000 1554.00| | BARRICADE, TYPE III | | | 0062 0001.75 700.000 EACH| 2.00000 1400.00| | TEMPORARY SIGN DAY | | | 0063 0001.90 15102.000 EACH| 0.35000 5285.70| | SIGN DAY | | | 0064 0002.30 1900.000 LF | 0.40000 760.00| | PAVEMENT MARKING REMOVAL | | | 0065 0002.39 5800.000 LF | 0.75000 4350.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0066 0002.47 3000.000 LF | 0.70000 2100.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0067 0002.55 733.500 STA | 8.50000 6234.75| | OVERLAY BROKEN LINES | | | 0068 0002.60 1467.000 STA | 8.50000 12469.50| | OVERLAY SOLID LINES | | | 0069 0003.10 120.000 DAY | 225.00000 27000.00| | FLAGGING | | | 0070 0003.20 30.000 DAY | 325.00000 9750.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0071 0010.04 1.000 EACH| 1200.00000 1200.00| | FIELD OFFICE | | | 0072 0030.10 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0073 9110.01 25.000 HOUR| 45.00000 1125.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0074 9110.02 10.000 HOUR| 85.00000 850.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0075 9110.03 25.000 HOUR| 45.00000 1125.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0076 9110.06 15.000 HOUR| 45.00000 675.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0077 9110.07 25.000 HOUR| 45.00000 1125.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 88,043.95| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,647,753.15| $ 0.00| $ ====================================================================================================================================
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