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Last Updated:
03/05/2004
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March 4, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : 2 VENDOR RANKING CALL ORDER : F28 CONTRACT ID : 6172 COUNTIES : LINCOLN LETTING DATE : 03/04/04 DISTRICT : 6 CONTRACT DESCRIPTION : PROJECT(S) : NH-83-2(125) US-83, WELLFLEET SOUTH -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 1,095,807.92 100.0000% 2 2283 PERRETT CONSTRUCTION, LTD. $ 1,157,565.08 105.6358% 3 2017 BRB CONTRACTORS, INC. $ 1,280,450.20 116.8499% NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F28 -3 TABULATION OF BIDS CALL ORDER : F28 CONTRACT ID : 6172 COUNTIES : LINCOLN LETTING DATE : 03/04/04 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 2283 |( 3 ) 2017 |SIMON CONTRACTORS AND SUBSI |PERRETT CONSTRUCTION LTD. |BRB CONTRACTORS, 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| 10500.00000 10500.00| 10000.00000 10000.00| 20000.00000 20000.00 MOBILIZATION | | | 0002 1000.00 4.000 EACH| 125.00000 500.00| 250.00000 1000.00| 120.00000 480.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 9500.00000 9500.00| 4070.00000 4070.00| 3700.00000 3700.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 85.000 MGAL| 8.00000 680.00| 8.00000 680.00| 8.00000 680.00 WATER | | | 0005 1012.00 7.000 EACH| 75.00000 525.00| 82.50000 577.50| 75.00000 525.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 5706.000 CY | 5.25000 29956.50| 4.78000 27274.68| 4.34000 24764.04 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 519.000 SY | 6.00000 3114.00| 5.00000 2595.00| 3.00000 1557.00 REMOVE PAVEMENT | | | 0008 1102.00 296.000 SY | 8.00000 2368.00| 5.00000 1480.00| 4.00000 1184.00 REMOVE ASPHALT SURFACE | | | 0009 4050.01 50.000 CY | 12.00000 600.00| 12.00000 600.00| 13.00000 650.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4310.24 2.000 EACH| 205.00000 410.00| 250.00000 500.00| 210.00000 420.00 24" FLARED-END SECTION | | | 0011 7017.00 714.000 LF | 2.80000 1999.20| 2.00000 1428.00| 2.00000 1428.00 REMOVE GUARDRAIL | | | 0012 L020.00 8500.000 SY | 1.20000 10200.00| 1.32000 11220.00| 1.45000 12325.00 EROSION CONTROL | | | 0013 L020.10 227.000 SY | 1.32000 299.64| 1.45000 329.15| 1.70000 385.90 EROSION CONTROL, TYPE HV | | | 0014 L021.06 21.000 BALE| 15.00000 315.00| 16.50000 346.50| 13.00000 273.00 EROSION CHECKS, TYPE HV | | | 0015 L022.23 439.000 LF | 1.75000 768.25| 3.00000 1317.00| 7.10000 3116.90 FABRIC SILT FENCE-WP-WW-LOW POROSITY | | | 0016 L022.25 671.000 LF | 2.50000 1677.50| 3.00000 2013.00| 5.10000 3422.10 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0017 L022.75 400.000 LF | 8.00000 3200.00| 8.80000 3520.00| 6.00000 2400.00 TEMPORARY SILT CHECK | | | 0018 P402.24 109.000 LF | 25.00000 2725.00| 19.75000 2152.75| 27.00000 2943.00 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 79,338.09| $ 71,103.58| $ 80,253.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 109+91.11 134'-6" SIMPLE SPAN CONCRTE GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F28 -4 TABULATION OF BIDS CALL ORDER : F28 CONTRACT ID : 6172 COUNTIES : LINCOLN LETTING DATE : 03/04/04 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 2283 |( 3 ) 2017 |SIMON CONTRACTORS AND SUBSI |PERRETT CONSTRUCTION LTD. |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 0030.60 LUMP| | 36000.00000 36000.00| 90000.00000 90000.00 MOBILIZATION | | | 0020 1010.01 4800.000 CY | | 8.00000 38400.00| 4.00000 19200.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0021 1043.50 189.000 SY | | 4.00000 756.00| 2.00000 378.00 RIPRAP FILTER FABRIC | | | 0022 3050.15 198.300 CY | | 285.00000 56515.50| 200.00000 39660.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 24755.000 LB | | 0.70000 17328.50| 0.84000 20794.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6000.10 304.000 LS | | 10000.00000 10000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0025 6000.11 304.000 LS | | 10000.00000 10000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0026 6005.35 107.000 LF | | 52.12000 5576.84| 50.00000 5350.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0027 6005.78 6.000 EACH| | 525.00000 3150.00| 860.00000 5160.00 EXPANSION BEARING, TFE TYPE | | | 0028 6005.83 6.000 EACH| | 425.00000 2550.00| 400.00000 2400.00 FIXED BEARING | | | 0029 6010.22 165.700 CY | | 360.00000 59652.00| 410.00000 67937.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0030 6010.26 263.100 CY | | 345.00000 90769.50| 310.00000 81561.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0031 6011.11 168.500 LS | | 189500.00000 189500.00| 243000.00000 243000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 109+91.11 | | | 0032 6040.00 1.000 EACH| | 48000.00000 48000.00| 40000.00000 40000.00 REMOVE STRUCTURE AT STA. 109+92.47 | | | 0033 6080.00 2385.000 LB | | 4.00000 9540.00| 2.50000 5962.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0034 6104.00 305.000 TON | | 18.00000 5490.00| 7.00000 2135.00 BROKEN CONCRETE RIPRAP | | | 0035 6105.02 720.000 TON | | 42.00000 30240.00| 48.00000 34560.00 ROCK RIPRAP, TYPE B | | | 0036 6131.50 56575.000 LB | | 0.78000 44128.50| 1.12000 63364.00 EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F28 -5 TABULATION OF BIDS CALL ORDER : F28 CONTRACT ID : 6172 COUNTIES : LINCOLN LETTING DATE : 03/04/04 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 2283 |( 3 ) 2017 |SIMON CONTRACTORS AND SUBSI |PERRETT CONSTRUCTION LTD. |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 6139.50 96.000 SY | | 25.00000 2400.00| 30.00000 2880.00 SUBSURFACE DRAINAGE MATTING | | | 0038 6210.50 2880.000 LF | | 44.50000 128160.00| 42.00000 120960.00 PIPE PILING | | | 0039 6310.00 4200.000 SF | | 14.90000 62580.00| 19.00000 79800.00 STEEL SHEET PILING | | | 0040 6510.55 28.000 LS | | 4500.00000 4500.00| 24000.00000 24000.00 TEMPORARY BRIDGE SHORING | | | 0041 6510.60 77.000 LS | | 15000.00000 15000.00| 28000.00000 28000.00 BRIDGE SHORING | | | 0042 8091.00 750.000 CY | | 14.00000 10500.00| 20.00000 15000.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 880,736.84| $ 1,000,101.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6A BRIDGE AT STA. 109+91.11 134'-6" SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0043 0030.60 LUMP| 25127.50000 25127.50| | MOBILIZATION | | | 0044 1010.01 4800.000 CY | 6.90000 33120.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0045 1043.50 189.000 SY | 5.28000 997.92| | RIPRAP FILTER FABRIC | | | 0046 3050.15 198.300 CY | 210.06000 41654.90| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0047 3051.10 24755.000 LB | 0.84000 20794.20| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0048 6000.10 304.000 LS | 3795.00000 3795.00| | ABUTMENT NO.1 EXCAVATION | | | 0049 6000.11 304.000 LS | 3795.00000 3795.00| | ABUTMENT NO.2 EXCAVATION | | | 0050 6005.35 107.000 LF | 37.87000 4052.09| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0051 6005.78 6.000 EACH| 891.25000 5347.50| | EXPANSION BEARING, TFE TYPE | | | 0052 6005.83 6.000 EACH| 627.90000 3767.40| | FIXED BEARING | | | 0053 6010.22 164.600 CY | 345.42000 56856.13| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F28 -6 TABULATION OF BIDS CALL ORDER : F28 CONTRACT ID : 6172 COUNTIES : LINCOLN LETTING DATE : 03/04/04 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 2283 |( 3 ) 2017 |SIMON CONTRACTORS AND SUBSI |PERRETT CONSTRUCTION LTD. |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 6010.26 247.900 CY | 395.19000 97967.60| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0055 6040.00 1.000 EACH| 52555.00000 52555.00| | REMOVE STRUCTURE AT STA. 109+92.47 | | | 0056 6071.10 159600.000 LS | 191486.50000 191486.50| | STEEL SUPERSTRUCTURE AT STA. 109+91.11 | | | 0057 6080.00 2385.000 LB | 3.09000 7369.65| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0058 6104.00 305.000 TON | 24.58000 7496.90| | BROKEN CONCRETE RIPRAP | | | 0059 6105.02 720.000 TON | 48.30000 34776.00| | ROCK RIPRAP, TYPE B | | | 0060 6131.50 55780.000 LB | 0.84000 46855.20| | EPOXY COATED REINFORCING STEEL | | | 0061 6139.50 96.000 SY | 15.81000 1517.76| | SUBSURFACE DRAINAGE MATTING | | | 0062 6210.50 2640.000 LF | 42.34000 111777.60| | PIPE PILING | | | 0063 6310.00 4200.000 SF | 18.21000 76482.00| | STEEL SHEET PILING | | | 0064 6510.55 28.000 LS | 1851.50000 1851.50| | TEMPORARY BRIDGE SHORING | | | 0065 6510.60 77.000 LS | 12995.00000 12995.00| | BRIDGE SHORING | | | 0066 8091.00 750.000 CY | 16.68000 12510.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 854,948.35| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0067 0030.70 LUMP| 2900.00000 2900.00| 1500.00000 1500.00| 1012.50000 1012.50 MOBILIZATION | | | 0068 7011.20 156.250 LF | 15.71000 2454.69| 19.80000 3093.75| 18.00000 2812.50 W-BEAM GUARDRAIL | | | 0069 7020.00 4.000 EACH| 1745.00000 6980.00| 1925.00000 7700.00| 1750.00000 7000.00 BRIDGE APPROACH SECTIONS | | | 0070 7024.27 4.000 EACH| 1651.00000 6604.00| 1650.00000 6600.00| 1500.00000 6000.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 18,938.69| $ 18,893.75| $ 16,825.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 9 BITUMINOUS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F28 -7 TABULATION OF BIDS CALL ORDER : F28 CONTRACT ID : 6172 COUNTIES : LINCOLN LETTING DATE : 03/04/04 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 2283 |( 3 ) 2017 |SIMON CONTRACTORS AND SUBSI |PERRETT CONSTRUCTION LTD. |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 0002.55 25.880 STA | 15.00000 388.20| 15.50000 401.14| 14.00000 362.32 OVERLAY BROKEN LINES | | | 0072 0002.60 51.750 STA | 15.00000 776.25| 15.50000 802.13| 14.00000 724.50 OVERLAY SOLID LINES | | | 0073 0030.90 LUMP| 1000.00000 1000.00| 38500.00000 38500.00| 35000.00000 35000.00 MOBILIZATION | | | 0074 9005.00 25.000 TON | 83.75000 2093.75| 92.13000 2303.25| 83.75000 2093.75 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.5) | | | 0075 9005.45 950.000 TON | 62.00000 58900.00| 68.20000 64790.00| 62.00000 58900.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0076 9021.08 51.300 TON | 260.00000 13338.00| 286.00000 14671.80| 260.00000 13338.00 PERFORMANCE GRADED BINDER (64-28) | | | 0077 9053.00 770.000 GAL | 1.25000 962.50| 1.38000 1062.60| 1.25000 962.50 TACK COAT | | | 0078 9111.00 5.000 MGAL| 8.00000 40.00| 14.00000 70.00| 8.00000 40.00 WATER | | | 0079 9170.00 17.250 STA | 200.00000 3450.00| 220.00000 3795.00| 200.00000 3450.00 EARTH SHOULDER CONSTRUCTION | | | 0080 9173.15 17.250 STA | 125.75000 2169.19| 138.33000 2386.19| 125.75000 2169.19 TRENCHED WIDENING | | | 0081 9179.33 3450.000 SY | 2.25000 7762.50| 2.48000 8556.00| 2.25000 7762.50 COLD MILLING, CLASS 3 | | | 0082 9188.50 147.000 SY | 36.00000 5292.00| 39.60000 5821.20| 36.00000 5292.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 96,172.39| $ 143,159.31| $ 130,094.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0083 0001.08 1392.000 BDAY| 0.50000 696.00| 0.50000 696.00| 0.50000 696.00 BARRICADE, TYPE II | | | 0084 0001.10 1044.000 BDAY| 2.00000 2088.00| 1.50000 1566.00| 0.85000 887.40 BARRICADE, TYPE III | | | 0085 0001.90 5916.000 EACH| 0.50000 2958.00| 0.60000 3549.60| 0.40000 2366.40 SIGN DAY | | | 0086 0002.30 900.000 LF | 1.00000 900.00| 0.70000 630.00| 0.60000 540.00 PAVEMENT MARKING REMOVAL | | | 0087 0002.39 4200.000 LF | 1.25000 5250.00| 0.85000 3570.00| 0.75000 3150.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F28 -8 TABULATION OF BIDS CALL ORDER : F28 CONTRACT ID : 6172 COUNTIES : LINCOLN LETTING DATE : 03/04/04 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 2283 |( 3 ) 2017 |SIMON CONTRACTORS AND SUBSI |PERRETT CONSTRUCTION LTD. |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 0003.51 480.000 LF | 16.83000 8078.40| 12.00000 5760.00| 32.00000 15360.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0089 0003.56 480.000 LF | 6.00000 2880.00| 5.00000 2400.00| 14.00000 6720.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0090 0003.70 4.000 EACH| 400.00000 1600.00| 450.00000 1800.00| 400.00000 1600.00 TEMPORARY RUMBLE STRIP | | | 0091 0003.75 1.000 EACH| 11910.00000 11910.00| 15000.00000 15000.00| 11910.00000 11910.00 TEMPORARY TRAFFIC SIGNAL | | | 0092 0010.04 1.000 EACH| 2250.00000 2250.00| 3500.00000 3500.00| 2000.00000 2000.00 FIELD OFFICE | | | 0093 0030.10 LUMP| 3800.00000 3800.00| 1200.00000 1200.00| 5000.00000 5000.00 MOBILIZATION | | | 0094 9110.01 15.000 HOUR| 75.00000 1125.00| 85.00000 1275.00| 60.00000 900.00 RENTAL OF LOADER, FULLY OPERATED | | | 0095 9110.02 5.000 HOUR| 65.00000 325.00| 85.00000 425.00| 55.00000 275.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0096 9110.03 15.000 HOUR| 60.00000 900.00| 65.00000 975.00| 48.00000 720.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0097 9110.06 10.000 HOUR| 75.00000 750.00| 65.00000 650.00| 45.00000 450.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0098 9110.07 15.000 HOUR| 60.00000 900.00| 45.00000 675.00| 40.00000 600.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 46,410.40| $ 43,671.60| $ 53,174.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,095,807.92| $ 1,157,565.08| $ 1,280,450.20 ====================================================================================================================================
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