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Last Updated: 11/17/2003
November 13, 2003 Contract Letting
       
NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : N21 CONTRACT ID : 5118 COUNTIES : DAWES SIOUX LETTING DATE : 11/13/03 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : S-20-1(1024) ON US-20 WEST OF CRAWFORD. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,298,422.58 100.0000% 2 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,462,686.90 107.1468% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N21 -3 TABULATION OF BIDS CALL ORDER : N21 CONTRACT ID : 5118 COUNTIES : DAWES SIOUX LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 0477 |( ) |SIMON CONTRACTORS AND SUBSI |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 9 BITUMINOUS | | | 0001 0001.08 34608.000 BDAY| 0.50000 17304.00| 0.50000 17304.00| BARRICADE, TYPE II | | | 0002 0001.10 2132.000 BDAY| 2.00000 4264.00| 4.00000 8528.00| BARRICADE, TYPE III | | | 0003 0001.75 1352.000 EACH| 1.00000 1352.00| 5.00000 6760.00| TEMPORARY SIGN DAY | | | 0004 0001.90 10928.000 EACH| 0.50000 5464.00| 0.85000 9288.80| SIGN DAY | | | 0005 0002.55 1511.600 STA | 6.00000 9069.60| 8.00000 12092.80| OVERLAY BROKEN LINES | | | 0006 0002.60 3023.200 STA | 6.00000 18139.20| 8.00000 24185.60| OVERLAY SOLID LINES | | | 0007 0003.10 126.000 DAY | 239.38000 30161.88| 260.00000 32760.00| FLAGGING | | | 0008 0003.20 45.000 DAY | 318.14000 14316.30| 375.00000 16875.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0009 0030.90 LUMP| 103048.30000 103048.30| 65000.00000 65000.00| MOBILIZATION | | | 0010 1009.00 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| GENERAL CLEARING AND GRUBBING | | | 0011 1030.00 3488.000 CY | 13.66000 47646.08| 10.00000 34880.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0012 1121.00 12.000 EACH| 491.67000 5900.04| 1000.00000 12000.00| REMOVE CONCRETE FLUME | | | 0013 2001.00 135.000 CY | 23.99000 3238.65| 13.00000 1755.00| GRAVEL SURFACE COURSE | | | 0014 4004.50 1904.000 LB | 3.50000 6664.00| 1.50000 2856.00| CAST IRON GRATE AND FRAME | | | 0015 4024.55 30.000 LF | 86.34000 2590.20| 125.00000 3750.00| FLUME SPILLWAY | | | 0016 4024.70 4.000 EACH| 1957.50000 7830.00| 2100.00000 8400.00| CONCRETE FLUME, TYPE I | | | 0017 4044.00 1.000 EACH| 1500.00000 1500.00| 2100.00000 2100.00| PREPARATION OF STRUCTURE AT STA. 216+05 | | | 0018 4044.01 1.000 EACH| 1800.00000 1800.00| 2100.00000 2100.00| PREPARATION OF STRUCTURE AT STA. 232+62 | | | 0019 4044.02 1.000 EACH| 1500.00000 1500.00| 2100.00000 2100.00| PREPARATION OF STRUCTURE AT STA. 307+00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N21 -4 TABULATION OF BIDS CALL ORDER : N21 CONTRACT ID : 5118 COUNTIES : DAWES SIOUX LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 0477 |( ) |SIMON CONTRACTORS AND SUBSI |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 4051.01 365.000 CY | 15.00000 5475.00| 22.00000 8030.00| EXCAVATION FOR BOX CULVERTS | | | 0021 4101.06 117.470 CY | 270.00000 31716.90| 360.00000 42289.20| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0022 4105.59 7.280 CY | 500.00000 3640.00| 345.00000 2511.60| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0023 4120.06 4.620 CY | 600.00000 2772.00| 525.00000 2425.50| CLASS 47B-3000 OR AX-3000 FOR CONCRETE | | | BOX CULVERT PLUG | | | 0024 4151.00 11407.000 LB | 0.80000 9125.60| 0.80000 9125.60| REINFORCING STEEL FOR BOX CULVERT | | | 0025 4155.50 546.000 LB | 1.00000 546.00| 1.30000 709.80| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0026 6010.26 6.700 CY | 373.00000 2499.10| 1000.00000 6700.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0027 6020.00 990.000 LB | 0.80000 792.00| 2.00000 1980.00| REINFORCING STEEL FOR BRIDGE | | | 0028 6030.00 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| PREPARATION OF BRIDGE AT STA.1232+45 | | | 0029 7011.20 125.000 LF | 13.50000 1687.50| 14.25000 1781.25| W-BEAM GUARDRAIL | | | 0030 7015.00 3217.000 LF | 6.02000 19366.34| 6.35000 20427.95| CABLE GUARDRAIL | | | 0031 7017.50 10861.800 LF | 1.60000 17378.88| 1.70000 18465.06| REMOVE & SALVAGE GUARDRAIL | | | 0032 7018.01 3568.000 LF | 3.92000 13986.56| 4.00000 14272.00| RESET GUARDRAIL | | | 0033 7020.00 8.000 EACH| 1500.00000 12000.00| 1600.00000 12800.00| BRIDGE APPROACH SECTIONS | | | 0034 7023.00 22.000 EACH| 950.00000 20900.00| 1000.00000 22000.00| TERMINAL ANCHORAGE SECTIONS | | | 0035 7024.00 1.000 EACH| 1900.00000 1900.00| 2000.00000 2000.00| INTERMEDIATE ANCHORAGE SECTIONS | | | 0036 7024.27 8.000 EACH| 1450.00000 11600.00| 1500.00000 12000.00| GUARDRAIL END TREATMENT, TYPE II | | | 0037 7550.03 40000.000 LF | 0.35000 14000.00| 0.40000 16000.00| 4" YELLOW EPOXY PAVEMENT MARKING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N21 -5 TABULATION OF BIDS CALL ORDER : N21 CONTRACT ID : 5118 COUNTIES : DAWES SIOUX LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 0477 |( ) |SIMON CONTRACTORS AND SUBSI |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 7550.04 100000.000 LF | 0.35000 35000.00| 0.37000 37000.00| 4" WHITE EPOXY PAVEMENT MARKING | | | 0039 8022.00 443.000 TON | 53.13000 23536.59| 81.00000 35883.00| HYDRATED LIME | | | 0040 8110.50 513.090 STA | 413.00000 211906.17| 302.00000 154953.18| HYDRATED LIME SLURRY STABILIZATION | | | 0041 9000.73 200.000 TON | 9.35000 1870.00| 17.00000 3400.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0042 9005.00 1000.000 TON | 35.35000 35350.00| 33.63000 33630.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0043 9005.23 12380.000 TON | 14.23000 176167.40| 15.80000 195604.00| ASPHALTIC CONCRETE, TYPE SPS | | | 0044 9005.44 21910.000 TON | 22.75000 498452.50| 24.95000 546654.50| ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0045 9009.00 8676.000 SY | 1.75000 15183.00| 1.50000 13014.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0046 9020.92 10.800 TON | 185.61000 2004.59| 180.00000 1944.00| PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0047 9021.03 668.520 TON | 185.61000 124084.00| 180.00000 120333.60| PERFORMANCE GRADED BINDER (58-28) | | | 0048 9021.08 1237.140 TON | 275.68000 341054.76| 250.00000 309285.00| PERFORMANCE GRADED BINDER (64-28) | | | 0049 9030.00 5374.000 LF | 2.20000 11822.80| 2.60000 13972.40| CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0050 9052.15 107994.000 GAL | 0.98000 105834.12| 0.95000 102594.30| EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0051 9053.00 44410.000 GAL | 0.57000 25313.70| 1.25000 55512.50| TACK COAT | | | 0052 9110.01 50.000 HOUR| 64.70000 3235.00| 60.00000 3000.00| RENTAL OF LOADER, FULLY OPERATED | | | 0053 9110.02 50.000 HOUR| 60.26000 3013.00| 65.00000 3250.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0054 9110.03 50.000 HOUR| 45.01000 2250.50| 50.00000 2500.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N21 -6 TABULATION OF BIDS CALL ORDER : N21 CONTRACT ID : 5118 COUNTIES : DAWES SIOUX LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 0477 |( ) |SIMON CONTRACTORS AND SUBSI |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 9110.07 50.000 HOUR| 46.30000 2315.00| 40.00000 2000.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0056 9111.00 343.000 MGAL| 9.13000 3131.59| 12.00000 4116.00| WATER | | | 0057 9170.00 1008.908 STA | 25.12000 25343.77| 130.00000 131158.04| EARTH SHOULDER CONSTRUCTION | | | 0058 9179.33 202713.000 SY | 0.41000 83112.33| 0.44000 89193.72| COLD MILLING, CLASS 3 | | | 0059 9179.52 8143.000 SY | 1.42000 11563.06| 3.50000 28500.50| COLD MILLING, CLASS 3 A | | | 0060 9188.50 1531.000 SY | 22.04000 33743.24| 27.50000 42102.50| SURFACING UNDER GUARDRAIL | | | 0061 9300.50 9.440 LS | 3018.66000 3018.66| 4500.00000 4500.00| ASPHALT PAVEMENT SMOOTHNESS TESTING | | | 0062 L001.02 28.000 ACRE| 429.00000 12012.00| 225.50000 6314.00| SEEDING, TYPE B | | | 0063 L020.00 28229.000 SY | 1.35000 38109.15| 1.50000 42343.50| EROSION CONTROL | | | 0064 L020.01 464.000 SY | 6.00000 2784.00| 5.50000 2552.00| EROSION CONTROL, TYPE A | | | 0065 L032.75 63.000 TON | 90.00000 5670.00| 170.00000 10710.00| MULCH | | | 0066 P402.15 162.000 LF | 26.96000 4367.52| 36.50000 5913.00| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 2,298,422.58| $ 2,462,686.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,298,422.58| $ 2,462,686.90| $ ====================================================================================================================================

 

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