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11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F34 CONTRACT ID : 7577A COUNTIES : FRANKLIN LETTING DATE : 11/13/03 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : BR-S31C(102) ON S-31C, NAPONEE SPUR BRIDGE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 701,964.20 100.0000% 2 2252 PAULSEN, INC. $ 748,019.86 106.5610% 3 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 839,667.89 119.6169% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F34 -3 TABULATION OF BIDS CALL ORDER : F34 CONTRACT ID : 7577A COUNTIES : FRANKLIN LETTING DATE : 11/13/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 3000.00000 3000.00 MOBILIZATION | | | 0002 1000.00 20.000 EACH| 200.00000 4000.00| 200.00000 4000.00| 200.00000 4000.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 188.000 MGAL| 8.00000 1504.00| 8.00000 1504.00| 8.00000 1504.00 WATER | | | 0005 1012.00 9.000 EACH| 65.00000 585.00| 65.00000 585.00| 65.00000 585.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 8360.000 CY | 3.25000 27170.00| 3.25000 27170.00| 3.25000 27170.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 4040.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 REMOVE HEADWALLS FROM CULVERTS | | | 0008 4050.01 96.000 CY | 10.00000 960.00| 10.00000 960.00| 10.00000 960.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0009 4310.48 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 48" FLARED-END SECTION | | | 0010 9110.01 10.000 HOUR| 75.00000 750.00| 75.00000 750.00| 75.00000 750.00 RENTAL OF LOADER, FULLY OPERATED | | | 0011 9110.03 10.000 HOUR| 60.00000 600.00| 60.00000 600.00| 60.00000 600.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0012 9110.06 10.000 HOUR| 95.00000 950.00| 95.00000 950.00| 95.00000 950.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0013 9110.07 10.000 HOUR| 50.00000 500.00| 50.00000 500.00| 50.00000 500.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0014 L020.00 2071.000 SY | 1.81000 3748.51| 1.85000 3831.35| 1.81000 3748.51 EROSION CONTROL | | | 0015 L020.03 300.000 SY | 2.34000 702.00| 2.40000 720.00| 2.34000 702.00 EROSION CONTROL, TYPE C | | | 0016 L020.09 60.000 SY | 19.55000 1173.00| 20.00000 1200.00| 19.55000 1173.00 EROSION CONTROL, TYPE AAA | | | 0017 L021.03 6.000 BALE| 20.00000 120.00| 25.00000 150.00| 20.00000 120.00 EROSION CHECKS, TYPE C | | | 0018 L021.06 6.000 BALE| 20.00000 120.00| 25.00000 150.00| 20.00000 120.00 EROSION CHECKS, TYPE HV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F34 -4 TABULATION OF BIDS CALL ORDER : F34 CONTRACT ID : 7577A COUNTIES : FRANKLIN LETTING DATE : 11/13/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L022.11 1038.000 LF | 4.12000 4276.56| 4.25000 4411.50| 4.12000 4276.56 FABRIC SILT FENCE-LOW POROSITY | | | 0020 P310.48 94.000 LF | 40.00000 3760.00| 40.00000 3760.00| 40.00000 3760.00 48" CULVERT PIPE, TYPE 2,4 OR 5 | | | SECTION TOTALS | $ 59,619.07| $ 66,941.85| $ 59,619.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 34+79 2-52' & 1-86' SPANS, P/S CONCRETE GIRDER BRIDGE | | | 0021 0030.60 LUMP| | | MOBILIZATION | | | 0022 1010.01 200.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0023 1043.50 76.000 SY | | | RIPRAP FILTER FABRIC | | | 0024 3050.15 160.900 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0025 3051.10 19050.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0026 6000.10 56.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0027 6000.11 56.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0028 6001.50 83.000 LS | | | BENT NO.1 EXCAVATION | | | 0029 6001.51 83.000 LS | | | BENT NO.2 EXCAVATION | | | 0030 6005.60 24.000 EACH| | | ELASTOMERIC BEARING | | | 0031 6010.22 196.900 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0032 6010.26 317.000 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0033 6011.11 126.500 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 34+79 | | | 0034 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 34+66.36 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F34 -5 TABULATION OF BIDS CALL ORDER : F34 CONTRACT ID : 7577A COUNTIES : FRANKLIN LETTING DATE : 11/13/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 6080.00 3010.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0036 6105.02 511.500 TON | | | ROCK RIPRAP, TYPE B | | | 0037 6131.50 78825.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0038 6139.50 12.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0039 6210.12 2630.000 LF | | | HP 10"X42# STEEL PILING | | | 0040 6310.00 3055.000 SF | | | STEEL SHEET PILING | | | 0041 8091.00 165.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6A BRIDGE AT STA. 34+79 2-52' & 1-86' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0042 0030.60 LUMP| 30000.00000 30000.00| 55000.00000 55000.00| 44182.00000 44182.00 MOBILIZATION | | | 0043 1010.01 200.000 CY | 10.00000 2000.00| 10.00000 2000.00| 9.20000 1840.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0044 1043.50 76.000 SY | 2.00000 152.00| 2.00000 152.00| 9.14000 694.64 RIPRAP FILTER FABRIC | | | 0045 3050.15 160.900 CY | 190.00000 30571.00| 190.00000 30571.00| 250.00000 40225.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0046 3051.10 19050.000 LB | 0.60000 11430.00| 0.60000 11430.00| 0.73000 13906.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0047 6000.10 56.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3450.00000 3450.00 ABUTMENT NO.1 EXCAVATION | | | 0048 6000.11 56.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3450.00000 3450.00 ABUTMENT NO.2 EXCAVATION | | | 0049 6001.50 83.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| 5175.00000 5175.00 BENT NO.1 EXCAVATION | | | 0050 6001.51 83.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| 5175.00000 5175.00 BENT NO.2 EXCAVATION | | | 0051 6005.60 16.000 EACH| 600.00000 9600.00| 600.00000 9600.00| 481.00000 7696.00 ELASTOMERIC BEARING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F34 -6 TABULATION OF BIDS CALL ORDER : F34 CONTRACT ID : 7577A COUNTIES : FRANKLIN LETTING DATE : 11/13/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6010.22 153.500 CY | 300.00000 46050.00| 300.00000 46050.00| 380.00000 58330.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0053 6010.26 245.400 CY | 300.00000 73620.00| 300.00000 73620.00| 401.00000 98405.40 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0054 6040.00 1.000 EACH| 20000.00000 20000.00| 20000.00000 20000.00| 34040.00000 34040.00 REMOVE STRUCTURE AT STA. 34+66.36 | | | 0055 6071.12 144600.000 LS | 100000.00000 100000.00| 100000.00000 100000.00| 100459.00000 100459.00 STEEL SUPERSTRUCTURE AT STA. 34+79 | | | 0056 6080.00 3070.000 LB | 3.00000 9210.00| 3.00000 9210.00| 2.76000 8473.20 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0057 6105.02 511.500 TON | 36.00000 18414.00| 36.00000 18414.00| 44.00000 22506.00 ROCK RIPRAP, TYPE B | | | 0058 6131.50 66080.000 LB | 0.60000 39648.00| 0.60000 39648.00| 0.72000 47577.60 EPOXY COATED REINFORCING STEEL | | | 0059 6139.50 12.000 SY | 50.00000 600.00| 50.00000 600.00| 40.44000 485.28 SUBSURFACE DRAINAGE MATTING | | | 0060 6210.12 2580.000 LF | 20.00000 51600.00| 20.00000 51600.00| 19.50000 50310.00 HP 10"X42# STEEL PILING | | | 0061 6310.00 3055.000 SF | 12.00000 36660.00| 12.00000 36660.00| 15.11000 46161.05 STEEL SHEET PILING | | | 0062 8091.00 165.000 CY | 20.00000 3300.00| 20.00000 3300.00| 26.50000 4372.50 GRANULAR BACKFILL | | | SECTION TOTALS | $ 504,855.00| $ 529,855.00| $ 596,914.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0063 0030.70 LUMP| 500.00000 500.00| 750.00000 750.00| 5000.00000 5000.00 MOBILIZATION | | | 0064 7011.20 131.250 LF | 12.00000 1575.00| 12.00000 1575.00| 12.00000 1575.00 W-BEAM GUARDRAIL | | | 0065 7020.00 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 BRIDGE APPROACH SECTIONS | | | 0066 7024.27 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 13,275.00| $ 13,525.00| $ 17,775.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 9 BITUMINOUS | | | 0067 0002.76 3600.000 LF | 1.00000 3600.00| 1.35000 4860.00| 0.50000 1800.00 PERMANENT PAVEMENT MARKING PAINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F34 -7 TABULATION OF BIDS CALL ORDER : F34 CONTRACT ID : 7577A COUNTIES : FRANKLIN LETTING DATE : 11/13/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 0030.90 LUMP| 10000.00000 10000.00| 5300.00000 5300.00| 30000.00000 30000.00 MOBILIZATION | | | 0069 2001.00 900.000 CY | 7.50000 6750.00| 14.50000 13050.00| 20.00000 18000.00 GRAVEL SURFACE COURSE | | | 0070 8029.84 2420.000 SY | 7.94000 19214.80| 3.10000 7502.00| 5.00000 12100.00 BITUMINOUS FOUNDATION COURSE 4" | | | 0071 9005.51 780.000 TON | 35.50000 27690.00| 47.50000 37050.00| 55.00000 42900.00 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0072 9021.01 42.120 TON | 240.00000 10108.80| 245.00000 10319.40| 220.00000 9266.40 PERFORMANCE GRADED BINDER (64-22) | | | 0073 9053.00 240.000 GAL | 1.50000 360.00| 1.50000 360.00| 1.00000 240.00 TACK COAT | | | 0074 9110.02 55.000 HOUR| 70.00000 3850.00| 85.00000 4675.00| 85.00000 4675.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0075 9111.00 17.000 MGAL| 10.00000 170.00| 14.00000 238.00| 8.00000 136.00 WATER | | | 0076 9170.00 20.122 STA | 65.00000 1307.93| 70.00000 1408.54| 300.00000 6036.60 EARTH SHOULDER CONSTRUCTION | | | 0077 9173.00 12.381 STA | 350.00000 4333.35| 220.00000 2723.82| 450.00000 5571.45 SUBGRADE PREPARATION | | | 0078 9179.24 10.150 STA | 1155.00000 11723.25| 1500.00000 15225.00| 820.00000 8323.00 COLD MILLING, CLASS 4 | | | 0079 9188.50 333.000 SY | 25.00000 8325.00| 30.00000 9990.00| 30.00000 9990.00 SURFACING UNDER GUARDRAIL | | | 0080 L001.02 1.500 ACRE| 1877.00000 2815.50| 2500.00000 3750.00| 1900.00000 2850.00 SEEDING, TYPE B | | | SECTION TOTALS | $ 110,248.63| $ 116,451.76| $ 151,888.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0081 0001.10 2172.000 BDAY| 2.00000 4344.00| 4.65000 10099.80| 0.95000 2063.40 BARRICADE, TYPE III | | | 0082 0001.90 2896.000 EACH| 0.50000 1448.00| 2.10000 6081.60| 0.55000 1592.80 SIGN DAY | | | 0083 0001.99 724.000 EACH| 2.00000 1448.00| 3.30000 2389.20| 0.50000 362.00 CONTRACTOR FURNISHED SIGN DAY | | | 0084 0002.55 9.060 STA | 25.00000 226.50| 8.35000 75.65| 50.00000 453.00 OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F34 -8 TABULATION OF BIDS CALL ORDER : F34 CONTRACT ID : 7577A COUNTIES : FRANKLIN LETTING DATE : 11/13/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 2853 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 0010.04 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 4000.00000 4000.00 FIELD OFFICE | | | 0086 0030.00 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 5000.00000 5000.00 MOBILIZATION | | | SECTION TOTALS | $ 13,966.50| $ 21,246.25| $ 13,471.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 701,964.20| $ 748,019.86| $ 839,667.89 ====================================================================================================================================
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