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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 : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-8-6(113) ON N-8/N-112, ODELL EAST & WEST. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0574 CONSTRUCTORS, INC. $ 2,480,272.99 100.0000% 2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,489,959.06 100.3905% 3 0083 WERNER CONSTRUCTION, INC. $ 2,562,756.74 103.3256% 4 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,596,388.99 104.6816% 5 0086 HENNINGSEN CONST., INC. $ 2,668,327.21 107.5820% 6 1661 U.S. ASPHALT CO. $ 2,675,248.93 107.8611% 7 0875 BROWER CONSTRUCTION CO. $ 2,680,447.21 108.0707% NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -3 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |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| 3500.00000 3500.00| 10000.00000 10000.00| 3450.00000 3450.00 MOBILIZATION | | | 0002 1009.00 LUMP| 3100.00000 3100.00| 3000.00000 3000.00| 3000.00000 3000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 100.000 MGAL| 8.00000 800.00| 8.00000 800.00| 8.00000 800.00 WATER | | | 0004 1030.00 12870.000 CY | 3.10000 39897.00| 3.05000 39253.50| 3.05000 39253.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 824.000 SY | 5.60000 4614.40| 5.50000 4532.00| 5.50000 4532.00 REMOVE PAVEMENT | | | 0006 7017.00 8028.000 LF | 1.50000 12042.00| 1.50000 12042.00| 1.50000 12042.00 REMOVE GUARDRAIL | | | 0007 L020.00 11050.000 SY | 1.35000 14917.50| 1.33000 14696.50| 1.60000 17680.00 EROSION CONTROL | | | 0008 L022.11 944.000 LF | 2.65000 2501.60| 2.60000 2454.40| 2.20000 2076.80 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 81,372.50| $ 86,778.40| $ 82,834.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 5 SEEDING | | | 0009 0030.50 LUMP| 350.00000 350.00| 1000.00000 1000.00| 300.00000 300.00 MOBILIZATION | | | 0010 L001.02 27.000 ACRE| 460.00000 12420.00| 450.00000 12150.00| 450.00000 12150.00 SEEDING, TYPE B | | | 0011 L032.75 61.000 TON | 66.50000 4056.50| 65.00000 3965.00| 65.00000 3965.00 MULCH | | | SECTION TOTALS | $ 16,826.50| $ 17,115.00| $ 16,415.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 326+21.55 1-52'0" & 2-44'-0" SPANS PREST CONC INV-TEE GIRDER BRIDGE | | | 0012 0030.60 LUMP| 42000.00000 42000.00| 30000.00000 30000.00| 41000.00000 41000.00 MOBILIZATION | | | 0013 1043.50 90.000 SY | 1.00000 90.00| 1.00000 90.00| 1.00000 90.00 RIPRAP FILTER FABRIC | | | 0014 3050.15 173.900 CY | 205.00000 35649.50| 200.00000 34780.00| 200.00000 34780.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -4 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 3051.10 19355.000 LB | 0.64000 12387.20| 0.62000 12000.10| 0.68000 13161.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0016 6000.10 75.000 LS | 5125.00000 5125.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0017 6000.11 75.000 LS | 5125.00000 5125.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0018 6001.50 50.000 LS | 6145.00000 6145.00| 6000.00000 6000.00| 6000.00000 6000.00 BENT NO.1 EXCAVATION | | | 0019 6001.51 50.000 LS | 6145.00000 6145.00| 6000.00000 6000.00| 6000.00000 6000.00 BENT NO.2 EXCAVATION | | | 0020 6005.35 84.700 LF | 41.00000 3472.70| 40.00000 3388.00| 40.00000 3388.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0021 6010.22 213.900 CY | 305.00000 65239.50| 300.00000 64170.00| 300.00000 64170.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0022 6010.28 152.400 CY | 335.00000 51054.00| 328.00000 49987.20| 328.00000 49987.20 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0023 6011.11 126.800 LS | 87200.00000 87200.00| 85000.00000 85000.00| 85000.00000 85000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 326+21.55 | | | 0024 6040.00 1.000 EACH| 41000.00000 41000.00| 40000.00000 40000.00| 40000.00000 40000.00 REMOVE STRUCTURE AT STA. 326+06.30 | | | 0025 6080.00 1050.000 LB | 1.12000 1176.00| 1.10000 1155.00| 1.10000 1155.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0026 6104.00 205.000 TON | 15.30000 3136.50| 15.00000 3075.00| 15.00000 3075.00 BROKEN CONCRETE RIPRAP | | | 0027 6105.02 210.000 TON | 32.70000 6867.00| 32.00000 6720.00| 32.00000 6720.00 ROCK RIPRAP, TYPE B | | | 0028 6131.50 47805.000 LB | 0.60000 28683.00| 0.60000 28683.00| 0.66000 31551.30 EPOXY COATED REINFORCING STEEL | | | 0029 6139.50 46.000 SY | 30.50000 1403.00| 30.00000 1380.00| 30.00000 1380.00 SUBSURFACE DRAINAGE MATTING | | | 0030 6210.12 2410.000 LF | 17.40000 41934.00| 17.00000 40970.00| 17.00000 40970.00 HP 10"X42# STEEL PILING | | | 0031 6310.00 3067.000 SF | 12.25000 37570.75| 12.00000 36804.00| 12.00000 36804.00 STEEL SHEET PILING | | | 0032 8091.00 135.000 CY | 20.50000 2767.50| 20.00000 2700.00| 20.00000 2700.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 484,170.65| $ 462,902.30| $ 477,931.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 380+44.20 1-52' 5" & 2-51' 9.5" SPANS PREST CONC GIRDER BRDG-WID&RED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -5 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.60 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 38000.00000 38000.00 MOBILIZATION | | | 0034 1010.01 1455.000 CY | 4.10000 5965.50| 4.00000 5820.00| 4.00000 5820.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0035 1043.50 89.000 SY | 1.00000 89.00| 1.00000 89.00| 1.00000 89.00 RIPRAP FILTER FABRIC | | | 0036 3050.15 176.500 CY | 205.00000 36182.50| 200.00000 35300.00| 200.00000 35300.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0037 3051.10 19975.000 LB | 0.64000 12784.00| 0.62000 12384.50| 0.68000 13583.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0038 6000.10 60.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0039 6000.11 60.000 LS | 5200.00000 5200.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0040 6001.50 10.000 LS | 7200.00000 7200.00| 7000.00000 7000.00| 7000.00000 7000.00 BENT NO.1 EXCAVATION | | | 0041 6001.51 10.000 LS | 7200.00000 7200.00| 7000.00000 7000.00| 7000.00000 7000.00 BENT NO.2 EXCAVATION | | | 0042 6005.35 102.300 LF | 40.50000 4143.15| 40.00000 4092.00| 40.00000 4092.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0043 6005.78 4.000 EACH| 245.00000 980.00| 240.00000 960.00| 240.00000 960.00 EXPANSION BEARING, TFE TYPE | | | 0044 6005.83 8.000 EACH| 245.00000 1960.00| 240.00000 1920.00| 240.00000 1920.00 FIXED BEARING | | | 0045 6010.22 107.100 CY | 460.00000 49266.00| 450.00000 48195.00| 450.00000 48195.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0046 6010.26 256.500 CY | 310.00000 79515.00| 306.00000 78489.00| 306.00000 78489.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0047 6011.11 42.100 LS | 38000.00000 38000.00| 37000.00000 37000.00| 37000.00000 37000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 380+44.20 | | | 0048 6030.00 1.000 EACH| 32000.00000 32000.00| 30000.00000 30000.00| 30000.00000 30000.00 PREPARATION OF BRIDGE AT STA. 380+44.20 | | | 0049 6080.00 1245.000 LB | 1.20000 1494.00| 1.20000 1494.00| 1.20000 1494.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0050 6104.00 235.000 TON | 15.30000 3595.50| 15.00000 3525.00| 15.00000 3525.00 BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -6 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6105.02 635.000 TON | 32.70000 20764.50| 32.00000 20320.00| 32.00000 20320.00 ROCK RIPRAP, TYPE B | | | 0052 6131.50 45330.000 LB | 0.60000 27198.00| 0.60000 27198.00| 0.66000 29917.80 EPOXY COATED REINFORCING STEEL | | | 0053 6139.50 87.000 SY | 25.00000 2175.00| 24.44000 2126.28| 24.44000 2126.28 SUBSURFACE DRAINAGE MATTING | | | 0054 6210.14 980.000 LF | 19.40000 19012.00| 19.00000 18620.00| 19.00000 18620.00 HP 12"X53# STEEL PILING | | | 0055 8091.00 105.000 CY | 20.50000 2152.50| 20.00000 2100.00| 20.00000 2100.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 402,076.65| $ 393,632.78| $ 395,551.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0056 0030.70 LUMP| 500.00000 500.00| 5000.00000 5000.00| 285.00000 285.00 MOBILIZATION | | | 0057 7011.20 987.500 LF | 11.15000 11010.63| 10.91000 10773.63| 10.91000 10773.63 W-BEAM GUARDRAIL | | | 0058 7015.00 3824.000 LF | 5.65000 21605.60| 5.51000 21070.24| 5.51000 21070.24 CABLE GUARDRAIL | | | 0059 7020.00 8.000 EACH| 1500.00000 12000.00| 1402.50000 11220.00| 1402.50000 11220.00 BRIDGE APPROACH SECTIONS | | | 0060 7023.00 22.000 EACH| 1100.00000 24200.00| 1044.00000 22968.00| 1044.00000 22968.00 TERMINAL ANCHORAGE SECTIONS | | | 0061 7024.27 8.000 EACH| 1425.00000 11400.00| 1392.00000 11136.00| 1392.00000 11136.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 80,716.23| $ 82,167.87| $ 77,452.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0062 0002.55 479.610 STA | 14.00000 6714.54| 9.00000 4316.49| 7.00000 3357.27 OVERLAY BROKEN LINES | | | 0063 0030.90 LUMP| 63000.00000 63000.00| 75000.00000 75000.00| 45000.00000 45000.00 MOBILIZATION | | | 0064 1020.03 95.000 EACH| 18.40000 1748.00| 12.00000 1140.00| 14.00000 1330.00 DELINEATOR, TYPE III | | | 0065 1020.20 32.000 EACH| 25.50000 816.00| 25.00000 800.00| 19.00000 608.00 INSTALL CHEVRONS | | | 0066 1102.05 3360.000 SY | 1.50000 5040.00| 1.50000 5040.00| 2.00000 6720.00 REMOVE ASPHALT SURFACING FROM PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -7 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 2001.03 128.000 TON | 14.00000 1792.00| 12.05000 1542.40| 9.50000 1216.00 GRAVEL SURFACE COURSE | | | 0068 2020.00 250.000 SY | 6.00000 1500.00| 11.01000 2752.50| 7.00000 1750.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0069 2021.00 3.000 EACH| 51.00000 153.00| 50.00000 150.00| 50.00000 150.00 MAILBOX POST | | | 0070 3040.11 21.100 SY | 84.50000 1782.95| 82.53000 1741.38| 85.00000 1793.50 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0071 3040.12 291.900 SY | 82.25000 24008.78| 80.19000 23407.46| 82.00000 23935.80 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0072 3040.13 485.300 SY | 80.50000 39066.65| 78.57000 38130.02| 80.00000 38824.00 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0073 9000.73 500.000 TON | 18.80000 9400.00| 19.67000 9835.00| 21.91000 10955.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0074 9005.00 500.000 TON | 45.00000 22500.00| 32.84000 16420.00| 31.91000 15955.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0075 9005.51 33970.000 TON | 18.80000 638636.00| 19.67000 668189.90| 21.91000 744282.70 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0076 9009.00 3351.000 SY | 3.60000 12063.60| 2.77000 9282.27| 1.75000 5864.25 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0077 9020.91 27.000 TON | 174.00000 4698.00| 180.00000 4860.00| 174.00000 4698.00 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0078 9021.01 1861.380 TON | 174.00000 323880.12| 180.00000 335048.40| 174.00000 323880.12 PERFORMANCE GRADED BINDER (64-22) | | | 0079 9053.00 27310.000 GAL | 0.65000 17751.50| 0.82000 22394.20| 1.00000 27310.00 TACK COAT | | | 0080 9111.00 241.000 MGAL| 8.00000 1928.00| 8.00000 1928.00| 8.00000 1928.00 WATER | | | 0081 9170.00 963.200 STA | 48.65000 46859.68| 47.50000 45752.00| 47.50000 45752.00 EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -8 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9173.15 313.600 STA | 71.00000 22265.60| 40.50000 12700.80| 39.00000 12230.40 TRENCHED WIDENING | | | 0083 9179.23 164.100 STA | 189.00000 31014.90| 142.90000 23449.89| 204.00000 33476.40 COLD MILLING, CLASS 3 | | | 0084 9188.50 7015.000 SY | 11.90000 83478.50| 12.65000 88739.75| 13.21000 92668.15 SURFACING UNDER GUARDRAIL | | | 0085 9300.52 9.200 LS | 3000.00000 3000.00| 2500.00000 2500.00| 4500.00000 4500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,363,097.82| $ 1,395,120.46| $ 1,448,184.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0086 0001.08 10000.000 BDAY| 0.50000 5000.00| 0.50000 5000.00| 0.50000 5000.00 BARRICADE, TYPE II | | | 0087 0001.10 4312.000 BDAY| 1.02000 4398.24| 2.00000 8624.00| 2.00000 8624.00 BARRICADE, TYPE III | | | 0088 0001.75 450.000 EACH| 2.00000 900.00| 1.00000 450.00| 2.00000 900.00 TEMPORARY SIGN DAY | | | 0089 0001.90 14936.000 EACH| 0.40000 5974.40| 0.25000 3734.00| 0.50000 7468.00 SIGN DAY | | | 0090 0001.99 2780.000 EACH| 1.50000 4170.00| 1.00000 2780.00| 1.50000 4170.00 CONTRACTOR FURNISHED SIGN DAY | | | 0091 0003.10 50.000 DAY | 190.00000 9500.00| 184.64000 9232.00| 185.00000 9250.00 FLAGGING | | | 0092 0003.20 25.000 DAY | 240.00000 6000.00| 244.89000 6122.25| 285.00000 7125.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0093 0010.04 1.000 EACH| 2500.00000 2500.00| 500.00000 500.00| 1500.00000 1500.00 FIELD OFFICE | | | 0094 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0095 0030.10 LUMP| 500.00000 500.00| 4000.00000 4000.00| 5000.00000 5000.00 MOBILIZATION | | | 0096 9110.01 60.000 HOUR| 55.00000 3300.00| 50.00000 3000.00| 65.00000 3900.00 RENTAL OF LOADER, FULLY OPERATED | | | 0097 9110.02 50.000 HOUR| 70.00000 3500.00| 50.00000 2500.00| 70.00000 3500.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0098 9110.03 60.000 HOUR| 46.00000 2760.00| 45.00000 2700.00| 55.00000 3300.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0099 9110.06 10.000 HOUR| 55.00000 550.00| 70.00000 700.00| 85.00000 850.00 RENTAL OF BACKHOE, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -9 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 9110.07 60.000 HOUR| 36.00000 2160.00| 35.00000 2100.00| 50.00000 3000.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 52,012.64| $ 52,242.25| $ 64,387.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,480,272.99| $ 2,489,959.06| $ 2,562,756.74 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -10 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0086 |( 6 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |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| 3500.00000 3500.00| 3450.00000 3450.00| 3671.14000 3671.14 MOBILIZATION | | | 0002 1009.00 LUMP| 3200.00000 3200.00| 3000.00000 3000.00| 3192.30000 3192.30 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 100.000 MGAL| 8.00000 800.00| 8.00000 800.00| 8.00000 800.00 WATER | | | 0004 1030.00 12870.000 CY | 3.10000 39897.00| 3.51000 45173.70| 3.25000 41827.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 824.000 SY | 5.50000 4532.00| 6.00000 4944.00| 5.85000 4820.40 REMOVE PAVEMENT | | | 0006 7017.00 8028.000 LF | 1.00000 8028.00| 1.50000 12042.00| 1.60000 12844.80 REMOVE GUARDRAIL | | | 0007 L020.00 11050.000 SY | 1.35000 14917.50| 1.60000 17680.00| 1.70000 18785.00 EROSION CONTROL | | | 0008 L022.11 944.000 LF | 2.65000 2501.60| 2.20000 2076.80| 2.34000 2208.96 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 77,376.10| $ 89,166.50| $ 88,150.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 5 SEEDING | | | 0009 0030.50 LUMP| 500.00000 500.00| 300.00000 300.00| 319.23000 319.23 MOBILIZATION | | | 0010 L001.02 27.000 ACRE| 455.00000 12285.00| 450.00000 12150.00| 478.84000 12928.68 SEEDING, TYPE B | | | 0011 L032.75 61.000 TON | 66.00000 4026.00| 65.00000 3965.00| 69.17000 4219.37 MULCH | | | SECTION TOTALS | $ 16,811.00| $ 16,415.00| $ 17,467.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 326+21.55 1-52'0" & 2-44'-0" SPANS PREST CONC INV-TEE GIRDER BRIDGE | | | 0012 0030.60 LUMP| 43000.00000 43000.00| 41000.00000 41000.00| 43628.07000 43628.07 MOBILIZATION | | | 0013 1043.50 90.000 SY | 90.00000 8100.00| 1.00000 90.00| 1.06000 95.40 RIPRAP FILTER FABRIC | | | 0014 3050.15 173.900 CY | 202.00000 35127.80| 200.00000 34780.00| 212.82000 37009.40 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -11 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0086 |( 6 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 3051.10 19355.000 LB | 0.63000 12193.65| 0.68000 13161.40| 0.72000 13935.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0016 6000.10 75.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5320.50000 5320.50 ABUTMENT NO.1 EXCAVATION | | | 0017 6000.11 75.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5320.50000 5320.50 ABUTMENT NO.2 EXCAVATION | | | 0018 6001.50 50.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 6384.60000 6384.60 BENT NO.1 EXCAVATION | | | 0019 6001.51 50.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 6384.60000 6384.60 BENT NO.2 EXCAVATION | | | 0020 6005.35 84.700 LF | 41.00000 3472.70| 40.00000 3388.00| 42.56000 3604.83 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0021 6010.22 213.900 CY | 302.00000 64597.80| 300.00000 64170.00| 319.23000 68283.30 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0022 6010.28 152.400 CY | 330.00000 50292.00| 328.00000 49987.20| 349.02000 53190.65 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0023 6011.11 126.800 LS | 86000.00000 86000.00| 85000.00000 85000.00| 90448.44000 90448.44 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 326+21.55 | | | 0024 6040.00 1.000 EACH| 40000.00000 40000.00| 40000.00000 40000.00| 42563.97000 42563.97 REMOVE STRUCTURE AT STA. 326+06.30 | | | 0025 6080.00 1050.000 LB | 1.10000 1155.00| 1.10000 1155.00| 1.17000 1228.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0026 6104.00 205.000 TON | 15.00000 3075.00| 15.00000 3075.00| 15.96000 3271.80 BROKEN CONCRETE RIPRAP | | | 0027 6105.02 210.000 TON | 32.00000 6720.00| 32.00000 6720.00| 34.05000 7150.50 ROCK RIPRAP, TYPE B | | | 0028 6131.50 47805.000 LB | 0.60000 28683.00| 0.66000 31551.30| 0.70000 33463.50 EPOXY COATED REINFORCING STEEL | | | 0029 6139.50 46.000 SY | 30.00000 1380.00| 30.00000 1380.00| 31.92000 1468.32 SUBSURFACE DRAINAGE MATTING | | | 0030 6210.12 2410.000 LF | 17.00000 40970.00| 17.00000 40970.00| 18.09000 43596.90 HP 10"X42# STEEL PILING | | | 0031 6310.00 3067.000 SF | 12.00000 36804.00| 12.00000 36804.00| 12.77000 39165.59 STEEL SHEET PILING | | | 0032 8091.00 135.000 CY | 20.00000 2700.00| 20.00000 2700.00| 21.28000 2872.80 GRANULAR BACKFILL | | | SECTION TOTALS | $ 486,270.95| $ 477,931.90| $ 508,387.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 380+44.20 1-52' 5" & 2-51' 9.5" SPANS PREST CONC GIRDER BRDG-WID&RED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -12 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0086 |( 6 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.60 LUMP| 40000.00000 40000.00| 38000.00000 38000.00| 40435.77000 40435.77 MOBILIZATION | | | 0034 1010.01 1455.000 CY | 4.00000 5820.00| 4.00000 5820.00| 4.26000 6198.30 EXCAVATION (ESTABLISHED QUANTITY) | | | 0035 1043.50 89.000 SY | 1.00000 89.00| 1.00000 89.00| 1.06000 94.34 RIPRAP FILTER FABRIC | | | 0036 3050.15 176.500 CY | 202.00000 35653.00| 200.00000 35300.00| 212.82000 37562.73 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0037 3051.10 19975.000 LB | 0.63000 12584.25| 0.68000 13583.00| 0.72000 14382.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0038 6000.10 60.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5320.50000 5320.50 ABUTMENT NO.1 EXCAVATION | | | 0039 6000.11 60.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5320.50000 5320.50 ABUTMENT NO.2 EXCAVATION | | | 0040 6001.50 10.000 LS | 7000.00000 7000.00| 7000.00000 7000.00| 7448.70000 7448.70 BENT NO.1 EXCAVATION | | | 0041 6001.51 10.000 LS | 7000.00000 7000.00| 7000.00000 7000.00| 7448.70000 7448.70 BENT NO.2 EXCAVATION | | | 0042 6005.35 102.300 LF | 40.00000 4092.00| 40.00000 4092.00| 42.56000 4353.89 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0043 6005.78 4.000 EACH| 245.00000 980.00| 240.00000 960.00| 255.38000 1021.52 EXPANSION BEARING, TFE TYPE | | | 0044 6005.83 8.000 EACH| 245.00000 1960.00| 240.00000 1920.00| 255.38000 2043.04 FIXED BEARING | | | 0045 6010.22 107.100 CY | 455.00000 48730.50| 450.00000 48195.00| 478.84000 51283.76 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0046 6010.26 256.500 CY | 310.00000 79515.00| 306.00000 78489.00| 325.61000 83518.97 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0047 6011.11 42.100 LS | 37000.00000 37000.00| 37000.00000 37000.00| 39371.67000 39371.67 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 380+44.20 | | | 0048 6030.00 1.000 EACH| 30000.00000 30000.00| 30000.00000 30000.00| 31922.98000 31922.98 PREPARATION OF BRIDGE AT STA. 380+44.20 | | | 0049 6080.00 1245.000 LB | 1.20000 1494.00| 1.20000 1494.00| 1.28000 1593.60 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0050 6104.00 235.000 TON | 15.00000 3525.00| 15.00000 3525.00| 15.96000 3750.60 BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -13 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0086 |( 6 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6105.02 635.000 TON | 32.00000 20320.00| 32.00000 20320.00| 34.05000 21621.75 ROCK RIPRAP, TYPE B | | | 0052 6131.50 45330.000 LB | 0.60000 27198.00| 0.66000 29917.80| 0.70000 31731.00 EPOXY COATED REINFORCING STEEL | | | 0053 6139.50 87.000 SY | 25.00000 2175.00| 24.44000 2126.28| 26.01000 2262.87 SUBSURFACE DRAINAGE MATTING | | | 0054 6210.14 980.000 LF | 19.50000 19110.00| 19.00000 18620.00| 20.22000 19815.60 HP 12"X53# STEEL PILING | | | 0055 8091.00 105.000 CY | 20.00000 2100.00| 20.00000 2100.00| 21.28000 2234.40 GRANULAR BACKFILL | | | SECTION TOTALS | $ 396,345.75| $ 395,551.08| $ 420,737.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0056 0030.70 LUMP| 500.00000 500.00| 285.00000 285.00| 303.27000 303.27 MOBILIZATION | | | 0057 7011.20 987.500 LF | 11.00000 10862.50| 10.91000 10773.63| 11.61000 11464.88 W-BEAM GUARDRAIL | | | 0058 7015.00 3824.000 LF | 5.60000 21414.40| 5.51000 21070.24| 5.86000 22408.64 CABLE GUARDRAIL | | | 0059 7020.00 8.000 EACH| 1425.00000 11400.00| 1402.50000 11220.00| 1492.40000 11939.20 BRIDGE APPROACH SECTIONS | | | 0060 7023.00 22.000 EACH| 1100.00000 24200.00| 1044.00000 22968.00| 1110.92000 24440.24 TERMINAL ANCHORAGE SECTIONS | | | 0061 7024.27 8.000 EACH| 1400.00000 11200.00| 1392.00000 11136.00| 1481.23000 11849.84 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 79,576.90| $ 77,452.87| $ 82,406.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0062 0002.55 479.610 STA | 8.75000 4196.59| 8.75000 4196.59| 9.31000 4465.17 OVERLAY BROKEN LINES | | | 0063 0030.90 LUMP| 24000.00000 24000.00| 28000.00000 28000.00| 44578.86000 44578.86 MOBILIZATION | | | 0064 1020.03 95.000 EACH| 14.00000 1330.00| 14.00000 1330.00| 14.90000 1415.50 DELINEATOR, TYPE III | | | 0065 1020.20 32.000 EACH| 19.00000 608.00| 19.00000 608.00| 20.22000 647.04 INSTALL CHEVRONS | | | 0066 1102.05 3360.000 SY | 1.25000 4200.00| 1.50000 5040.00| 1.60000 5376.00 REMOVE ASPHALT SURFACING FROM PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -14 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0086 |( 6 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 2001.03 128.000 TON | 14.00000 1792.00| 20.00000 2560.00| 21.28000 2723.84 GRAVEL SURFACE COURSE | | | 0068 2020.00 250.000 SY | 2.00000 500.00| 5.00000 1250.00| 5.32000 1330.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0069 2021.00 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 53.20000 159.60 MAILBOX POST | | | 0070 3040.11 21.100 SY | 155.00000 3270.50| 85.00000 1793.50| 87.82000 1853.00 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0071 3040.12 291.900 SY | 98.00000 28606.20| 82.00000 23935.80| 85.33000 24907.83 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0072 3040.13 485.300 SY | 90.00000 43677.00| 82.00000 39794.60| 83.61000 40575.93 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0073 9000.73 500.000 TON | 21.00000 10500.00| 18.00000 9000.00| 20.93000 10465.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0074 9005.00 500.000 TON | 28.00000 14000.00| 45.00000 22500.00| 34.77000 17385.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0075 9005.51 33970.000 TON | 22.75000 772817.50| 23.87000 810863.90| 22.93000 778932.10 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0076 9009.00 3351.000 SY | 3.00000 10053.00| 1.65000 5529.15| 3.07000 10287.57 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0077 9020.91 27.000 TON | 180.00000 4860.00| 179.00000 4833.00| 177.87000 4802.49 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0078 9021.01 1861.380 TON | 180.00000 335048.40| 179.00000 333187.02| 177.87000 331083.66 PERFORMANCE GRADED BINDER (64-22) | | | 0079 9053.00 27310.000 GAL | 1.10000 30041.00| 0.90000 24579.00| 0.76000 20755.60 TACK COAT | | | 0080 9111.00 241.000 MGAL| 1.00000 241.00| 5.00000 1205.00| 10.23000 2465.43 WATER | | | 0081 9170.00 963.200 STA | 48.00000 46233.60| 47.50000 45752.00| 50.54000 48680.13 EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -15 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0086 |( 6 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9173.15 313.600 STA | 65.00000 20384.00| 23.75000 7448.00| 20.80000 6522.88 TRENCHED WIDENING | | | 0083 9179.23 164.100 STA | 210.00000 34461.00| 204.00000 33476.40| 180.30000 29587.23 COLD MILLING, CLASS 3 | | | 0084 9188.50 7015.000 SY | 11.50000 80672.50| 16.50000 115747.50| 14.07000 98701.05 SURFACING UNDER GUARDRAIL | | | 0085 9300.52 9.200 LS | 3500.00000 3500.00| 1500.00000 1500.00| 3070.22000 3070.22 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,475,142.29| $ 1,524,279.46| $ 1,490,771.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0086 0001.08 10000.000 BDAY| 0.50000 5000.00| 0.50000 5000.00| 0.50000 5000.00 BARRICADE, TYPE II | | | 0087 0001.10 4312.000 BDAY| 1.50000 6468.00| 1.40000 6036.80| 1.43000 6166.16 BARRICADE, TYPE III | | | 0088 0001.75 450.000 EACH| 6.00000 2700.00| 3.00000 1350.00| 1.02000 459.00 TEMPORARY SIGN DAY | | | 0089 0001.90 14936.000 EACH| 0.50000 7468.00| 0.35000 5227.60| 0.36000 5376.96 SIGN DAY | | | 0090 0001.99 2780.000 EACH| 1.00000 2780.00| 0.95000 2641.00| 0.97000 2696.60 CONTRACTOR FURNISHED SIGN DAY | | | 0091 0003.10 50.000 DAY | 200.00000 10000.00| 225.00000 11250.00| 178.31000 8915.50 FLAGGING | | | 0092 0003.20 25.000 DAY | 310.00000 7750.00| 325.00000 8125.00| 236.99000 5924.75 FURNISHING AND OPERATING PILOT VEHICLE | | | 0093 0010.04 1.000 EACH| 4500.00000 4500.00| 4000.00000 4000.00| 2046.82000 2046.82 FIELD OFFICE | | | 0094 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0095 0030.10 LUMP| 3000.00000 3000.00| 30000.00000 30000.00| 19693.80000 19693.80 MOBILIZATION | | | 0096 9110.01 60.000 HOUR| 65.00000 3900.00| 45.00000 2700.00| 50.15000 3009.00 RENTAL OF LOADER, FULLY OPERATED | | | 0097 9110.02 50.000 HOUR| 65.00000 3250.00| 85.00000 4250.00| 44.56000 2228.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0098 9110.03 60.000 HOUR| 45.00000 2700.00| 45.00000 2700.00| 39.99000 2399.40 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0099 9110.06 10.000 HOUR| 65.00000 650.00| 75.00000 750.00| 54.88000 548.80 RENTAL OF BACKHOE, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -16 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0477 |( 5 ) 0086 |( 6 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 9110.07 60.000 HOUR| 65.00000 3900.00| 45.00000 2700.00| 34.41000 2064.60 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 64,866.00| $ 87,530.40| $ 67,329.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,596,388.99| $ 2,668,327.21| $ 2,675,248.93 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -17 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |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| 3450.00000 3450.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 3000.00000 3000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 100.000 MGAL| 8.00000 800.00| | WATER | | | 0004 1030.00 12870.000 CY | 3.05000 39253.50| | EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 824.000 SY | 5.50000 4532.00| | REMOVE PAVEMENT | | | 0006 7017.00 8028.000 LF | 1.50000 12042.00| | REMOVE GUARDRAIL | | | 0007 L020.00 11050.000 SY | 1.33000 14696.50| | EROSION CONTROL | | | 0008 L022.11 944.000 LF | 2.60000 2454.40| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 80,228.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 5 SEEDING | | | 0009 0030.50 LUMP| 800.00000 800.00| | MOBILIZATION | | | 0010 L001.02 27.000 ACRE| 450.00000 12150.00| | SEEDING, TYPE B | | | 0011 L032.75 61.000 TON | 65.00000 3965.00| | MULCH | | | SECTION TOTALS | $ 16,915.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 326+21.55 1-52'0" & 2-44'-0" SPANS PREST CONC INV-TEE GIRDER BRIDGE | | | 0012 0030.60 LUMP| 41000.00000 41000.00| | MOBILIZATION | | | 0013 1043.50 90.000 SY | 1.00000 90.00| | RIPRAP FILTER FABRIC | | | 0014 3050.15 173.900 CY | 200.00000 34780.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -18 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 3051.10 19355.000 LB | 0.62000 12000.10| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0016 6000.10 75.000 LS | 5000.00000 5000.00| | ABUTMENT NO.1 EXCAVATION | | | 0017 6000.11 75.000 LS | 5000.00000 5000.00| | ABUTMENT NO.2 EXCAVATION | | | 0018 6001.50 50.000 LS | 6000.00000 6000.00| | BENT NO.1 EXCAVATION | | | 0019 6001.51 50.000 LS | 6000.00000 6000.00| | BENT NO.2 EXCAVATION | | | 0020 6005.35 84.700 LF | 40.00000 3388.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0021 6010.22 213.900 CY | 300.00000 64170.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0022 6010.28 152.400 CY | 328.00000 49987.20| | CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0023 6011.11 126.800 LS | 85000.00000 85000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 326+21.55 | | | 0024 6040.00 1.000 EACH| 40000.00000 40000.00| | REMOVE STRUCTURE AT STA. 326+06.30 | | | 0025 6080.00 1050.000 LB | 1.10000 1155.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0026 6104.00 205.000 TON | 15.00000 3075.00| | BROKEN CONCRETE RIPRAP | | | 0027 6105.02 210.000 TON | 32.00000 6720.00| | ROCK RIPRAP, TYPE B | | | 0028 6131.50 47805.000 LB | 0.60000 28683.00| | EPOXY COATED REINFORCING STEEL | | | 0029 6139.50 46.000 SY | 30.00000 1380.00| | SUBSURFACE DRAINAGE MATTING | | | 0030 6210.12 2410.000 LF | 17.00000 40970.00| | HP 10"X42# STEEL PILING | | | 0031 6310.00 3067.000 SF | 12.00000 36804.00| | STEEL SHEET PILING | | | 0032 8091.00 135.000 CY | 20.00000 2700.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 473,902.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 380+44.20 1-52' 5" & 2-51' 9.5" SPANS PREST CONC GIRDER BRDG-WID&RED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -19 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.60 LUMP| 38000.00000 38000.00| | MOBILIZATION | | | 0034 1010.01 1455.000 CY | 4.00000 5820.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0035 1043.50 89.000 SY | 1.00000 89.00| | RIPRAP FILTER FABRIC | | | 0036 3050.15 176.500 CY | 200.00000 35300.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0037 3051.10 19975.000 LB | 0.62000 12384.50| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0038 6000.10 60.000 LS | 5000.00000 5000.00| | ABUTMENT NO.1 EXCAVATION | | | 0039 6000.11 60.000 LS | 5000.00000 5000.00| | ABUTMENT NO.2 EXCAVATION | | | 0040 6001.50 10.000 LS | 7000.00000 7000.00| | BENT NO.1 EXCAVATION | | | 0041 6001.51 10.000 LS | 7000.00000 7000.00| | BENT NO.2 EXCAVATION | | | 0042 6005.35 102.300 LF | 40.00000 4092.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0043 6005.78 4.000 EACH| 240.00000 960.00| | EXPANSION BEARING, TFE TYPE | | | 0044 6005.83 8.000 EACH| 240.00000 1920.00| | FIXED BEARING | | | 0045 6010.22 107.100 CY | 450.00000 48195.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0046 6010.26 256.500 CY | 306.00000 78489.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0047 6011.11 42.100 LS | 37000.00000 37000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 380+44.20 | | | 0048 6030.00 1.000 EACH| 30000.00000 30000.00| | PREPARATION OF BRIDGE AT STA. 380+44.20 | | | 0049 6080.00 1245.000 LB | 1.20000 1494.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0050 6104.00 235.000 TON | 15.00000 3525.00| | BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -20 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6105.02 635.000 TON | 32.00000 20320.00| | ROCK RIPRAP, TYPE B | | | 0052 6131.50 45330.000 LB | 0.60000 27198.00| | EPOXY COATED REINFORCING STEEL | | | 0053 6139.50 87.000 SY | 24.44000 2126.28| | SUBSURFACE DRAINAGE MATTING | | | 0054 6210.14 980.000 LF | 19.00000 18620.00| | HP 12"X53# STEEL PILING | | | 0055 8091.00 105.000 CY | 20.00000 2100.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 391,632.78| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0056 0030.70 LUMP| 2178.62000 2178.62| | MOBILIZATION | | | 0057 7011.20 987.500 LF | 12.85000 12689.38| | W-BEAM GUARDRAIL | | | 0058 7015.00 3824.000 LF | 5.50000 21032.00| | CABLE GUARDRAIL | | | 0059 7020.00 8.000 EACH| 1550.00000 12400.00| | BRIDGE APPROACH SECTIONS | | | 0060 7023.00 22.000 EACH| 1100.00000 24200.00| | TERMINAL ANCHORAGE SECTIONS | | | 0061 7024.27 8.000 EACH| 1500.00000 12000.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 84,500.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0062 0002.55 479.610 STA | 9.09000 4359.65| | OVERLAY BROKEN LINES | | | 0063 0030.90 LUMP| 74525.66000 74525.66| | MOBILIZATION | | | 0064 1020.03 95.000 EACH| 12.12000 1151.40| | DELINEATOR, TYPE III | | | 0065 1020.20 32.000 EACH| 25.25000 808.00| | INSTALL CHEVRONS | | | 0066 1102.05 3360.000 SY | 1.50000 5040.00| | REMOVE ASPHALT SURFACING FROM PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -21 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 2001.03 128.000 TON | 20.00000 2560.00| | GRAVEL SURFACE COURSE | | | 0068 2020.00 250.000 SY | 3.50000 875.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0069 2021.00 3.000 EACH| 50.50000 151.50| | MAILBOX POST | | | 0070 3040.11 21.100 SY | 145.61000 3072.37| | CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0071 3040.12 291.900 SY | 96.05000 28037.00| | CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0072 3040.13 485.300 SY | 88.47000 42934.49| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0073 9000.73 500.000 TON | 22.65000 11325.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0074 9005.00 500.000 TON | 75.03000 37515.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0075 9005.51 33970.000 TON | 21.97000 746320.90| | ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0076 9009.00 3351.000 SY | 1.50000 5026.50| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0077 9020.91 27.000 TON | 180.79000 4881.33| | PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0078 9021.01 1861.380 TON | 180.79000 336518.89| | PERFORMANCE GRADED BINDER (64-22) | | | 0079 9053.00 27310.000 GAL | 0.63000 17205.30| | TACK COAT | | | 0080 9111.00 241.000 MGAL| 12.00000 2892.00| | WATER | | | 0081 9170.00 963.200 STA | 47.50000 45752.00| | EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -22 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9173.15 313.600 STA | 45.00000 14112.00| | TRENCHED WIDENING | | | 0083 9179.23 164.100 STA | 223.18000 36623.84| | COLD MILLING, CLASS 3 | | | 0084 9188.50 7015.000 SY | 20.00000 140300.00| | SURFACING UNDER GUARDRAIL | | | 0085 9300.52 9.200 LS | 4000.00000 4000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,565,987.83| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0086 0001.08 10000.000 BDAY| 0.50000 5000.00| | BARRICADE, TYPE II | | | 0087 0001.10 4312.000 BDAY| 2.02000 8710.24| | BARRICADE, TYPE III | | | 0088 0001.75 450.000 EACH| 1.01000 454.50| | TEMPORARY SIGN DAY | | | 0089 0001.90 14936.000 EACH| 0.26000 3883.36| | SIGN DAY | | | 0090 0001.99 2780.000 EACH| 1.01000 2807.80| | CONTRACTOR FURNISHED SIGN DAY | | | 0091 0003.10 50.000 DAY | 190.00000 9500.00| | FLAGGING | | | 0092 0003.20 25.000 DAY | 265.00000 6625.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0093 0010.04 1.000 EACH| 2000.00000 2000.00| | FIELD OFFICE | | | 0094 0020.00 1000.000 HOUR| 0.80000 800.00| | TRAINING | | | 0095 0030.10 LUMP| 13500.00000 13500.00| | MOBILIZATION | | | 0096 9110.01 60.000 HOUR| 65.00000 3900.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0097 9110.02 50.000 HOUR| 65.00000 3250.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0098 9110.03 60.000 HOUR| 55.00000 3300.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0099 9110.06 10.000 HOUR| 55.00000 550.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F04 -23 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1444X COUNTIES : GAGE JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 9110.07 60.000 HOUR| 50.00000 3000.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 67,280.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,680,447.21| $ 0.00| $ ====================================================================================================================================
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