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Last Updated:
09/05/2003
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September 4, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : 2 VENDOR RANKING CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : STPD-29-4(104) ON N-29, HARRISON SOUTH. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 3,055,939.86 100.0000% 2 0477 WESTERN ENGINEERING COMPANY, INC. $ 3,175,486.96 103.9120% 3 2252 PAULSEN, INC. $ 3,198,335.95 104.6596% 4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 3,223,504.84 105.4833% 5 0875 BROWER CONSTRUCTION CO. $ 3,385,656.50 110.7894% NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -3 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, 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| 35000.00000 35000.00| 35000.00000 35000.00| 30000.00000 30000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.00 251179.000 CY | 1.80000 452122.20| 1.82000 457145.78| 1.80000 452122.20 EXCAVATION | | | 0004 1010.01 5019.000 CY | 3.00000 15057.00| 3.05000 15307.95| 3.00000 15057.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1010.10 2918.000 CY | 1.80000 5252.40| 1.82000 5310.76| 1.80000 5252.40 EXCAVATION, BORROW | | | 0006 1011.00 6547.000 MGAL| 8.00000 52376.00| 8.00000 52376.00| 8.00000 52376.00 WATER | | | 0007 1012.00 72.000 EACH| 80.00000 5760.00| 80.00000 5760.00| 80.00000 5760.00 RIGHT-OF-WAY MARKERS | | | 0008 1021.10 147.000 EACH| 3.00000 441.00| 3.00000 441.00| 3.00000 441.00 REMOVE DELINEATOR UNITS | | | 0009 1030.00 5179.000 CY | 2.60000 13465.40| 2.62000 13568.98| 2.60000 13465.40 EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1040.00 381200.000 SY | 0.29000 110548.00| 0.28000 106736.00| 0.29000 110548.00 SLOPE PROTECTION | | | 0011 1040.05 7480.000 SY | 0.30000 2244.00| 0.30000 2244.00| 0.30000 2244.00 TEMPORARY SLOPE PROTECTION | | | 0012 1040.06 382.000 TON | 90.00000 34380.00| 100.00000 38200.00| 100.00000 38200.00 SLOPE PROTECTION MULCH | | | 0013 1107.00 36.000 SY | 5.00000 180.00| 5.00000 180.00| 7.00000 252.00 REMOVE WALK | | | 0014 1701.24 36.000 LF | 18.00000 648.00| 17.50000 630.00| 18.00000 648.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0015 7017.50 975.000 LF | 4.00000 3900.00| 3.00000 2925.00| 4.00000 3900.00 REMOVE & SALVAGE GUARDRAIL | | | 0016 L020.00 3076.000 SY | 1.10000 3383.60| 1.10000 3383.60| 1.60000 4921.60 EROSION CONTROL | | | 0017 L020.01 11319.000 SY | 5.00000 56595.00| 5.00000 56595.00| 5.00000 56595.00 EROSION CONTROL, TYPE A | | | 0018 L020.02 9749.000 SY | 1.05000 10236.45| 1.25000 12186.25| 1.75000 17060.75 EROSION CONTROL, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -4 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.03 17313.000 SY | 1.80000 31163.40| 2.00000 34626.00| 2.00000 34626.00 EROSION CONTROL, TYPE C | | | 0020 L020.08 2867.000 SY | 5.31000 15223.77| 5.25000 15051.75| 5.50000 15768.50 EROSION CONTROL, TYPE AA | | | 0021 L020.09 476.000 SY | 13.00000 6188.00| 10.00000 4760.00| 13.00000 6188.00 EROSION CONTROL, TYPE AAA | | | 0022 L020.10 3583.000 SY | 1.36000 4872.88| 1.25000 4478.75| 1.50000 5374.50 EROSION CONTROL, TYPE HV | | | 0023 L021.01 513.000 BALE| 22.00000 11286.00| 25.00000 12825.00| 17.50000 8977.50 EROSION CHECKS, TYPE A | | | 0024 L021.03 819.000 BALE| 20.00000 16380.00| 22.00000 18018.00| 18.00000 14742.00 EROSION CHECKS, TYPE C | | | 0025 L021.06 180.000 BALE| 18.00000 3240.00| 21.00000 3780.00| 13.50000 2430.00 EROSION CHECKS, TYPE HV | | | 0026 L021.21 189.000 BALE| 22.00000 4158.00| 26.00000 4914.00| 20.00000 3780.00 EROSION CHECKS, TYPE AA | | | 0027 L022.11 4201.000 LF | 2.80000 11762.80| 3.00000 12603.00| 2.50000 10502.50 FABRIC SILT FENCE-LOW POROSITY | | | 0028 P300.24 90.000 LF | 20.00000 1800.00| 19.00000 1710.00| 20.00000 1800.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 909,163.90| $ 922,256.82| $ 914,532.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0029 0030.40 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| 10000.00000 10000.00 MOBILIZATION | | | 0030 1043.50 65.000 SY | 6.90000 448.50| 7.00000 455.00| 6.90000 448.50 RIPRAP FILTER FABRIC | | | 0031 4040.00 26.000 EACH| 140.00000 3640.00| 142.00000 3692.00| 140.00000 3640.00 REMOVE HEADWALLS FROM CULVERTS | | | 0032 4044.00 1.000 EACH| 1500.00000 1500.00| 1550.00000 1550.00| 1500.00000 1500.00 PREPARATION OF STRUCTURE AT STA. 555+17 | | | 52 | | | 0033 4044.01 1.000 EACH| 1200.00000 1200.00| 1225.00000 1225.00| 1200.00000 1200.00 PREPARATION OF STRUCTURE AT STA. 994+98 | | | 60 | | | 0034 4050.01 124.000 CY | 18.00000 2232.00| 18.20000 2256.80| 18.00000 2232.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -5 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4051.01 69.000 CY | 15.00000 1035.00| 15.15000 1045.35| 15.00000 1035.00 EXCAVATION FOR BOX CULVERTS | | | 0036 4100.06 3.600 CY | 600.00000 2160.00| 610.00000 2196.00| 600.00000 2160.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0037 4101.06 79.010 CY | 294.00000 23228.94| 295.00000 23307.95| 294.00000 23228.94 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0038 4107.07 17.700 CY | 600.00000 10620.00| 610.00000 10797.00| 600.00000 10620.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0039 4150.00 614.000 LB | 1.40000 859.60| 1.42000 871.88| 1.40000 859.60 REINFORCING STEEL FOR HEADWALL | | | 0040 4151.00 8038.000 LB | 0.70000 5626.60| 0.71000 5706.98| 0.70000 5626.60 REINFORCING STEEL FOR BOX CULVERT | | | 0041 4157.00 1250.000 LB | 1.40000 1750.00| 1.42000 1775.00| 1.40000 1750.00 REINFORCING STEEL FOR COLLARS | | | 0042 4310.18 2.000 EACH| 315.00000 630.00| 320.00000 640.00| 315.00000 630.00 18" FLARED-END SECTION | | | 0043 4310.24 12.000 EACH| 307.00000 3684.00| 310.00000 3720.00| 307.00000 3684.00 24" FLARED-END SECTION | | | 0044 4310.30 8.000 EACH| 270.00000 2160.00| 275.00000 2200.00| 270.00000 2160.00 30" FLARED-END SECTION | | | 0045 4310.36 8.000 EACH| 439.00000 3512.00| 440.00000 3520.00| 439.00000 3512.00 36" FLARED-END SECTION | | | 0046 4310.42 4.000 EACH| 635.00000 2540.00| 640.00000 2560.00| 635.00000 2540.00 42" FLARED-END SECTION | | | 0047 4310.48 2.000 EACH| 566.00000 1132.00| 570.00000 1140.00| 566.00000 1132.00 48" FLARED-END SECTION | | | 0048 4310.54 2.000 EACH| 640.00000 1280.00| 645.00000 1290.00| 640.00000 1280.00 54" FLARED-END SECTION | | | 0049 4310.60 2.000 EACH| 900.00000 1800.00| 920.00000 1840.00| 900.00000 1800.00 60" FLARED-END SECTION | | | 0050 4310.72 2.000 EACH| 1055.00000 2110.00| 1060.00000 2120.00| 1055.00000 2110.00 72" FLARED-END SECTION | | | 0051 4320.36 2.000 EACH| 265.00000 530.00| 270.00000 540.00| 265.00000 530.00 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0052 4320.48 4.000 EACH| 490.00000 1960.00| 495.00000 1980.00| 490.00000 1960.00 48" ROUND EQUIVALENT FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -6 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 6105.02 80.000 TON | 38.00000 3040.00| 38.00000 3040.00| 38.00000 3040.00 ROCK RIPRAP, TYPE B | | | 0054 P120.24 27.000 LF | 60.00000 1620.00| 61.00000 1647.00| 60.00000 1620.00 24" CULVERT PIPE, TYPE 2 | | | 0055 P120.30 4.000 LF | 138.00000 552.00| 140.00000 560.00| 138.00000 552.00 30" CULVERT PIPE, TYPE 2 | | | 0056 P120.36 30.000 LF | 118.00000 3540.00| 120.00000 3600.00| 118.00000 3540.00 36" CULVERT PIPE, TYPE 2 | | | 0057 P120.42 12.000 LF | 134.00000 1608.00| 135.00000 1620.00| 134.00000 1608.00 42" CULVERT PIPE, TYPE 2 | | | 0058 P300.24 98.000 LF | 25.00000 2450.00| 25.50000 2499.00| 25.00000 2450.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0059 P300.42 20.000 LF | 49.00000 980.00| 50.00000 1000.00| 49.00000 980.00 42" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0060 P300.48 20.000 LF | 55.00000 1100.00| 56.00000 1120.00| 55.00000 1100.00 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0061 P300.72 16.000 LF | 102.50000 1640.00| 103.00000 1648.00| 102.50000 1640.00 72" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0062 P375.48 40.000 LF | 62.00000 2480.00| 63.00000 2520.00| 62.00000 2480.00 48" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4,OR 5 | | | 0063 P406.48 180.000 LF | 55.00000 9900.00| 56.00000 10080.00| 55.00000 9900.00 48" CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0064 P406.54 151.000 LF | 63.50000 9588.50| 64.50000 9739.50| 63.50000 9588.50 54" CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0065 P600.30 125.000 LF | 27.00000 3375.00| 27.50000 3437.50| 27.00000 3375.00 30" CULVERT PIPE, TYPE 2, 3, 4, 5, 7 OR | | | 8 | | | SECTION TOTALS | $ 127,512.14| $ 129,439.96| $ 127,512.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA 800+97.24 SEPTUPLE 10' X 5'-9" X 28'-6" CONC BOX CULV W/INTEGRAL SLAB | | | 0066 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 MOBILIZATION | | | 0067 4044.00 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 PREPARATION OF STRUCTURE AT STA. 800+97 | | | 24 | | | 0068 4051.01 113.000 CY | 15.00000 1695.00| 15.15000 1711.95| 15.00000 1695.00 EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -7 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 4101.06 170.300 CY | 294.00000 50068.20| 296.00000 50408.80| 294.00000 50068.20 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0070 4151.00 17330.000 LB | 0.70000 12131.00| 0.71000 12304.30| 0.70000 12131.00 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 69,894.20| $ 70,425.05| $ 69,894.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA 894+68.22 TRIPLE 10' X 5'X 35' CONCRETE BOX CULVERT W/ WINGWALLS | | | 0071 0030.40 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 MOBILIZATION | | | 0072 4044.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 894+68 | | | 22 | | | 0073 4051.01 67.000 CY | 15.00000 1005.00| 15.15000 1015.05| 15.00000 1005.00 EXCAVATION FOR BOX CULVERTS | | | 0074 4101.06 56.050 CY | 294.00000 16478.70| 296.00000 16590.80| 294.00000 16478.70 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0075 4151.00 5861.000 LB | 0.70000 4102.70| 0.71000 4161.31| 0.70000 4102.70 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 25,586.40| $ 25,767.16| $ 25,586.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA 1104+45.0 TWIN 12' X 10' X 35' CONCRETE BOX CULVERT W/WINGWALL | | | 0076 0030.40 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 MOBILIZATION | | | 0077 4044.00 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. | | | 1104+45.00 | | | 0078 4051.01 70.000 CY | 15.00000 1050.00| 15.15000 1060.50| 15.00000 1050.00 EXCAVATION FOR BOX CULVERTS | | | 0079 4101.06 98.050 CY | 294.00000 28826.70| 296.00000 29022.80| 294.00000 28826.70 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0080 4151.00 8144.000 LB | 0.70000 5700.80| 0.71000 5782.24| 0.70000 5700.80 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 39,377.50| $ 39,865.54| $ 39,377.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -8 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 0002.55 1950.280 STA | 7.00000 13651.96| 5.00000 9751.40| 6.20000 12091.74 OVERLAY BROKEN LINES | | | 0082 0002.60 3900.560 STA | 8.00000 31204.48| 5.00000 19502.80| 6.15000 23988.44 OVERLAY SOLID LINES | | | 0083 0030.90 LUMP| 42750.00000 42750.00| 32500.00000 32500.00| 50000.00000 50000.00 MOBILIZATION | | | 0084 1020.03 147.000 EACH| 20.00000 2940.00| 20.00000 2940.00| 16.50000 2425.50 DELINEATOR, TYPE III | | | 0085 1020.20 56.000 EACH| 25.00000 1400.00| 26.00000 1456.00| 25.00000 1400.00 INSTALL CHEVRONS | | | 0086 2001.00 780.000 CY | 11.50000 8970.00| 14.00000 10920.00| 18.00000 14040.00 GRAVEL SURFACE COURSE | | | 0087 2009.10 21.000 STA | 85.00000 1785.00| 86.00000 1806.00| 96.00000 2016.00 GRAVEL EMBEDMENT | | | 0088 2020.00 87.000 SY | 7.50000 652.50| 6.00000 522.00| 4.00000 348.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0089 2021.00 3.000 EACH| 75.00000 225.00| 50.00000 150.00| 50.00000 150.00 MAILBOX POST | | | 0090 3016.21 97.000 SY | 27.00000 2619.00| 50.00000 4850.00| 31.00000 3007.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0091 7550.03 59000.000 LF | 0.29000 17110.00| 0.30000 17700.00| 0.33000 19470.00 4" YELLOW EPOXY PAVEMENT MARKING | | | 0092 7550.04 137000.000 LF | 0.29000 39730.00| 0.30000 41100.00| 0.33000 45210.00 4" WHITE EPOXY PAVEMENT MARKING | | | 0093 9000.75 200.000 TON | 19.15000 3830.00| 20.00000 4000.00| 19.64000 3928.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4SP(0.5) | | | 0094 9005.00 300.000 TON | 29.15000 8745.00| 26.00000 7800.00| 24.00000 7200.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4SP(0.5) | | | 0095 9005.51 48530.000 TON | 18.41000 893437.30| 21.00000 1019130.00| 19.64000 953129.20 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0096 9009.00 3462.000 SY | 1.75000 6058.50| 3.00000 10386.00| 1.75000 6058.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0097 9020.91 10.800 TON | 168.00000 1814.40| 168.00000 1814.40| 189.70000 2048.76 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -9 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 9021.01 2636.820 TON | 168.00000 442985.76| 168.00000 442985.76| 189.70000 500204.75 PERFORMANCE GRADED BINDER (64-22) | | | 0099 9034.00 266.000 SY | 2.50000 665.00| 3.25000 864.50| 2.15000 571.90 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0100 9053.00 36440.000 GAL | 1.00000 36440.00| 1.05000 38262.00| 0.84000 30609.60 TACK COAT | | | 0101 9111.00 416.000 MGAL| 12.00000 4992.00| 12.00000 4992.00| 12.00000 4992.00 WATER | | | 0102 9170.00 1335.156 STA | 50.00000 66757.80| 50.00000 66757.80| 56.50000 75436.31 EARTH SHOULDER CONSTRUCTION | | | 0103 9173.00 81.500 STA | 370.00000 30155.00| 250.00000 20375.00| 275.00000 22412.50 SUBGRADE PREPARATION | | | 0104 9179.23 619.607 STA | 124.00000 76831.27| 110.00000 68156.77| 130.00000 80548.91 COLD MILLING, CLASS 3 | | | 0105 9179.24 81.500 STA | 278.00000 22657.00| 315.00000 25672.50| 430.00000 35045.00 COLD MILLING, CLASS 4 | | | 0106 9300.52 12.920 LS | 6000.00000 6000.00| 6500.00000 6500.00| 4650.00000 4650.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,764,406.97| $ 1,860,894.93| $ 1,900,982.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0107 0001.08 34090.000 BDAY| 0.50000 17045.00| 0.50000 17045.00| 0.50000 17045.00 BARRICADE, TYPE II | | | 0108 0001.10 5815.000 BDAY| 2.75000 15991.25| 4.00000 23260.00| 3.75000 21806.25 BARRICADE, TYPE III | | | 0109 0001.75 720.000 EACH| 5.00000 3600.00| 5.50000 3960.00| 5.00000 3600.00 TEMPORARY SIGN DAY | | | 0110 0001.90 12575.000 EACH| 0.50000 6287.50| 0.80000 10060.00| 1.02000 12826.50 SIGN DAY | | | 0111 0001.99 710.000 EACH| 2.50000 1775.00| 3.75000 2662.50| 2.85000 2023.50 CONTRACTOR FURNISHED SIGN DAY | | | 0112 0002.39 2000.000 LF | 1.50000 3000.00| 1.50000 3000.00| 1.70000 3400.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0113 0002.47 1000.000 LF | 1.00000 1000.00| 1.05000 1050.00| 1.25000 1250.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0114 0003.10 80.000 DAY | 200.00000 16000.00| 200.00000 16000.00| 195.00000 15600.00 FLAGGING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -10 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0477 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |WESTERN ENGINEERING COMPANY |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 0003.20 40.000 DAY | 285.00000 11400.00| 375.00000 15000.00| 260.00000 10400.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0116 0010.04 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3400.00000 3400.00 FIELD OFFICE | | | 0117 0030.00 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 11500.00000 11500.00 MOBILIZATION | | | 0118 9110.01 100.000 HOUR| 85.00000 8500.00| 55.00000 5500.00| 49.00000 4900.00 RENTAL OF LOADER, FULLY OPERATED | | | 0119 9110.02 60.000 HOUR| 85.00000 5100.00| 55.00000 3300.00| 49.00000 2940.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0120 9110.03 100.000 HOUR| 85.00000 8500.00| 45.00000 4500.00| 42.00000 4200.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0121 9110.06 40.000 HOUR| 95.00000 3800.00| 50.00000 2000.00| 49.00000 1960.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0122 9110.07 100.000 HOUR| 50.00000 5000.00| 45.00000 4500.00| 36.00000 3600.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 119,998.75| $ 126,837.50| $ 120,451.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,055,939.86| $ 3,175,486.96| $ 3,198,335.95 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -11 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |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| 45000.00000 45000.00| 40725.00000 40725.00| MOBILIZATION | | | 0002 1009.00 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| GENERAL CLEARING AND GRUBBING | | | 0003 1010.00 251179.000 CY | 1.80000 452122.20| 1.80000 452122.20| EXCAVATION | | | 0004 1010.01 5019.000 CY | 3.00000 15057.00| 3.00000 15057.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1010.10 2918.000 CY | 1.80000 5252.40| 1.80000 5252.40| EXCAVATION, BORROW | | | 0006 1011.00 6547.000 MGAL| 8.00000 52376.00| 8.00000 52376.00| WATER | | | 0007 1012.00 72.000 EACH| 80.00000 5760.00| 80.00000 5760.00| RIGHT-OF-WAY MARKERS | | | 0008 1021.10 147.000 EACH| 3.00000 441.00| 3.00000 441.00| REMOVE DELINEATOR UNITS | | | 0009 1030.00 5179.000 CY | 2.60000 13465.40| 2.60000 13465.40| EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1040.00 381200.000 SY | 0.29000 110548.00| 0.29000 110548.00| SLOPE PROTECTION | | | 0011 1040.05 7480.000 SY | 0.30000 2244.00| 0.30000 2244.00| TEMPORARY SLOPE PROTECTION | | | 0012 1040.06 382.000 TON | 90.00000 34380.00| 90.00000 34380.00| SLOPE PROTECTION MULCH | | | 0013 1107.00 36.000 SY | 9.00000 324.00| 10.00000 360.00| REMOVE WALK | | | 0014 1701.24 36.000 LF | 18.00000 648.00| 18.00000 648.00| 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0015 7017.50 975.000 LF | 4.00000 3900.00| 4.00000 3900.00| REMOVE & SALVAGE GUARDRAIL | | | 0016 L020.00 3076.000 SY | 1.10000 3383.60| 1.10000 3383.60| EROSION CONTROL | | | 0017 L020.01 11319.000 SY | 5.00000 56595.00| 5.00000 56595.00| EROSION CONTROL, TYPE A | | | 0018 L020.02 9749.000 SY | 1.05000 10236.45| 1.05000 10236.45| EROSION CONTROL, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -12 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.03 17313.000 SY | 1.80000 31163.40| 1.80000 31163.40| EROSION CONTROL, TYPE C | | | 0020 L020.08 2867.000 SY | 5.31000 15223.77| 5.31000 15223.77| EROSION CONTROL, TYPE AA | | | 0021 L020.09 476.000 SY | 13.00000 6188.00| 13.00000 6188.00| EROSION CONTROL, TYPE AAA | | | 0022 L020.10 3583.000 SY | 1.36000 4872.88| 1.36000 4872.88| EROSION CONTROL, TYPE HV | | | 0023 L021.01 513.000 BALE| 22.00000 11286.00| 22.00000 11286.00| EROSION CHECKS, TYPE A | | | 0024 L021.03 819.000 BALE| 20.00000 16380.00| 20.00000 16380.00| EROSION CHECKS, TYPE C | | | 0025 L021.06 180.000 BALE| 18.00000 3240.00| 18.00000 3240.00| EROSION CHECKS, TYPE HV | | | 0026 L021.21 189.000 BALE| 22.00000 4158.00| 22.00000 4158.00| EROSION CHECKS, TYPE AA | | | 0027 L022.11 4201.000 LF | 2.80000 11762.80| 2.80000 11762.80| FABRIC SILT FENCE-LOW POROSITY | | | 0028 P300.24 90.000 LF | 20.00000 1800.00| 20.00000 1800.00| 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 919,307.90| $ 915,068.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0029 0030.40 LUMP| 10000.00000 10000.00| 15390.00000 15390.00| MOBILIZATION | | | 0030 1043.50 65.000 SY | 6.90000 448.50| 6.90000 448.50| RIPRAP FILTER FABRIC | | | 0031 4040.00 26.000 EACH| 140.00000 3640.00| 140.00000 3640.00| REMOVE HEADWALLS FROM CULVERTS | | | 0032 4044.00 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| PREPARATION OF STRUCTURE AT STA. 555+17 | | | 52 | | | 0033 4044.01 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| PREPARATION OF STRUCTURE AT STA. 994+98 | | | 60 | | | 0034 4050.01 124.000 CY | 18.00000 2232.00| 18.00000 2232.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -13 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4051.01 69.000 CY | 15.00000 1035.00| 15.00000 1035.00| EXCAVATION FOR BOX CULVERTS | | | 0036 4100.06 3.600 CY | 600.00000 2160.00| 600.00000 2160.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0037 4101.06 79.010 CY | 294.00000 23228.94| 294.00000 23228.94| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0038 4107.07 17.700 CY | 600.00000 10620.00| 600.00000 10620.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0039 4150.00 614.000 LB | 1.40000 859.60| 1.40000 859.60| REINFORCING STEEL FOR HEADWALL | | | 0040 4151.00 8038.000 LB | 0.70000 5626.60| 0.70000 5626.60| REINFORCING STEEL FOR BOX CULVERT | | | 0041 4157.00 1250.000 LB | 1.40000 1750.00| 1.40000 1750.00| REINFORCING STEEL FOR COLLARS | | | 0042 4310.18 2.000 EACH| 315.00000 630.00| 315.00000 630.00| 18" FLARED-END SECTION | | | 0043 4310.24 12.000 EACH| 307.00000 3684.00| 307.00000 3684.00| 24" FLARED-END SECTION | | | 0044 4310.30 8.000 EACH| 270.00000 2160.00| 270.00000 2160.00| 30" FLARED-END SECTION | | | 0045 4310.36 8.000 EACH| 439.00000 3512.00| 439.00000 3512.00| 36" FLARED-END SECTION | | | 0046 4310.42 4.000 EACH| 635.00000 2540.00| 635.00000 2540.00| 42" FLARED-END SECTION | | | 0047 4310.48 2.000 EACH| 566.00000 1132.00| 566.00000 1132.00| 48" FLARED-END SECTION | | | 0048 4310.54 2.000 EACH| 640.00000 1280.00| 640.00000 1280.00| 54" FLARED-END SECTION | | | 0049 4310.60 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 60" FLARED-END SECTION | | | 0050 4310.72 2.000 EACH| 1055.00000 2110.00| 1055.00000 2110.00| 72" FLARED-END SECTION | | | 0051 4320.36 2.000 EACH| 265.00000 530.00| 265.00000 530.00| 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0052 4320.48 4.000 EACH| 490.00000 1960.00| 490.00000 1960.00| 48" ROUND EQUIVALENT FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -14 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 6105.02 80.000 TON | 38.00000 3040.00| 38.00000 3040.00| ROCK RIPRAP, TYPE B | | | 0054 P120.24 27.000 LF | 60.00000 1620.00| 60.00000 1620.00| 24" CULVERT PIPE, TYPE 2 | | | 0055 P120.30 4.000 LF | 138.00000 552.00| 138.00000 552.00| 30" CULVERT PIPE, TYPE 2 | | | 0056 P120.36 30.000 LF | 118.00000 3540.00| 118.00000 3540.00| 36" CULVERT PIPE, TYPE 2 | | | 0057 P120.42 12.000 LF | 134.00000 1608.00| 134.00000 1608.00| 42" CULVERT PIPE, TYPE 2 | | | 0058 P300.24 98.000 LF | 25.00000 2450.00| 25.00000 2450.00| 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0059 P300.42 20.000 LF | 49.00000 980.00| 49.00000 980.00| 42" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0060 P300.48 20.000 LF | 55.00000 1100.00| 55.00000 1100.00| 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0061 P300.72 16.000 LF | 102.50000 1640.00| 102.50000 1640.00| 72" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0062 P375.48 40.000 LF | 62.00000 2480.00| 62.00000 2480.00| 48" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4,OR 5 | | | 0063 P406.48 180.000 LF | 55.00000 9900.00| 55.00000 9900.00| 48" CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0064 P406.54 151.000 LF | 63.50000 9588.50| 63.50000 9588.50| 54" CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0065 P600.30 125.000 LF | 27.00000 3375.00| 27.00000 3375.00| 30" CULVERT PIPE, TYPE 2, 3, 4, 5, 7 OR | | | 8 | | | SECTION TOTALS | $ 127,512.14| $ 132,902.14| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA 800+97.24 SEPTUPLE 10' X 5'-9" X 28'-6" CONC BOX CULV W/INTEGRAL SLAB | | | 0066 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| MOBILIZATION | | | 0067 4044.00 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| PREPARATION OF STRUCTURE AT STA. 800+97 | | | 24 | | | 0068 4051.01 113.000 CY | 15.00000 1695.00| 15.00000 1695.00| EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -15 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 4101.06 170.300 CY | 294.00000 50068.20| 294.00000 50068.20| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0070 4151.00 17330.000 LB | 0.70000 12131.00| 0.70000 12131.00| REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 69,894.20| $ 69,894.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA 894+68.22 TRIPLE 10' X 5'X 35' CONCRETE BOX CULVERT W/ WINGWALLS | | | 0071 0030.40 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| MOBILIZATION | | | 0072 4044.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| PREPARATION OF STRUCTURE AT STA. 894+68 | | | 22 | | | 0073 4051.01 67.000 CY | 15.00000 1005.00| 15.00000 1005.00| EXCAVATION FOR BOX CULVERTS | | | 0074 4101.06 56.050 CY | 294.00000 16478.70| 294.00000 16478.70| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0075 4151.00 5861.000 LB | 0.70000 4102.70| 0.70000 4102.70| REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 25,586.40| $ 25,586.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA 1104+45.0 TWIN 12' X 10' X 35' CONCRETE BOX CULVERT W/WINGWALL | | | 0076 0030.40 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| MOBILIZATION | | | 0077 4044.00 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| PREPARATION OF STRUCTURE AT STA. | | | 1104+45.00 | | | 0078 4051.01 70.000 CY | 15.00000 1050.00| 15.00000 1050.00| EXCAVATION FOR BOX CULVERTS | | | 0079 4101.06 98.050 CY | 294.00000 28826.70| 294.00000 28826.70| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0080 4151.00 8144.000 LB | 0.70000 5700.80| 0.70000 5700.80| REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 39,377.50| $ 39,377.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -16 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 0002.55 1950.280 STA | 5.50000 10726.54| 6.06000 11818.70| OVERLAY BROKEN LINES | | | 0082 0002.60 3900.560 STA | 5.50000 21453.08| 6.06000 23637.39| OVERLAY SOLID LINES | | | 0083 0030.90 LUMP| 59000.00000 59000.00| 198310.18000 198310.18| MOBILIZATION | | | 0084 1020.03 147.000 EACH| 13.85000 2035.95| 30.00000 4410.00| DELINEATOR, TYPE III | | | 0085 1020.20 56.000 EACH| 19.99000 1119.44| 30.00000 1680.00| INSTALL CHEVRONS | | | 0086 2001.00 780.000 CY | 14.14000 11029.20| 27.00000 21060.00| GRAVEL SURFACE COURSE | | | 0087 2009.10 21.000 STA | 85.00000 1785.00| 85.00000 1785.00| GRAVEL EMBEDMENT | | | 0088 2020.00 87.000 SY | 6.50000 565.50| 7.00000 609.00| SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0089 2021.00 3.000 EACH| 64.90000 194.70| 150.00000 450.00| MAILBOX POST | | | 0090 3016.21 97.000 SY | 27.00000 2619.00| 60.00000 5820.00| CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0091 7550.03 59000.000 LF | 0.29000 17110.00| 0.30000 17700.00| 4" YELLOW EPOXY PAVEMENT MARKING | | | 0092 7550.04 137000.000 LF | 0.29000 39730.00| 0.30000 41100.00| 4" WHITE EPOXY PAVEMENT MARKING | | | 0093 9000.75 200.000 TON | 19.35000 3870.00| 23.70000 4740.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4SP(0.5) | | | 0094 9005.00 300.000 TON | 28.48000 8544.00| 75.49000 22647.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4SP(0.5) | | | 0095 9005.51 48530.000 TON | 22.37000 1085616.10| 20.65000 1002144.50| ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0096 9009.00 3462.000 SY | 3.82000 13224.84| 3.50000 12117.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0097 9020.91 10.800 TON | 168.00000 1814.40| 169.68000 1832.54| PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -17 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 9021.01 2636.820 TON | 168.00000 442985.76| 169.68000 447415.62| PERFORMANCE GRADED BINDER (64-22) | | | 0099 9034.00 266.000 SY | 2.67000 710.22| 3.50000 931.00| PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0100 9053.00 36440.000 GAL | 0.58000 21135.20| 1.02000 37168.80| TACK COAT | | | 0101 9111.00 416.000 MGAL| 12.00000 4992.00| 12.00000 4992.00| WATER | | | 0102 9170.00 1335.156 STA | 50.00000 66757.80| 50.00000 66757.80| EARTH SHOULDER CONSTRUCTION | | | 0103 9173.00 81.500 STA | 185.00000 15077.50| 250.00000 20375.00| SUBGRADE PREPARATION | | | 0104 9179.23 619.607 STA | 96.31000 59674.35| 132.37000 82017.38| COLD MILLING, CLASS 3 | | | 0105 9179.24 81.500 STA | 403.00000 32844.50| 274.03000 22333.45| COLD MILLING, CLASS 4 | | | 0106 9300.52 12.920 LS | 2500.00000 2500.00| 4500.00000 4500.00| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,927,115.08| $ 2,058,352.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0107 0001.08 34090.000 BDAY| 0.50000 17045.00| 0.50000 17045.00| BARRICADE, TYPE II | | | 0108 0001.10 5815.000 BDAY| 2.13000 12385.95| 5.00000 29075.00| BARRICADE, TYPE III | | | 0109 0001.75 720.000 EACH| 3.00000 2160.00| 5.00000 3600.00| TEMPORARY SIGN DAY | | | 0110 0001.90 12575.000 EACH| 0.69000 8676.75| 1.00000 12575.00| SIGN DAY | | | 0111 0001.99 710.000 EACH| 5.00000 3550.00| 5.00000 3550.00| CONTRACTOR FURNISHED SIGN DAY | | | 0112 0002.39 2000.000 LF | 1.50000 3000.00| 1.51000 3020.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0113 0002.47 1000.000 LF | 1.50000 1500.00| 1.01000 1010.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0114 0003.10 80.000 DAY | 300.00000 24000.00| 220.00000 17600.00| FLAGGING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F12 -18 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 5938 COUNTIES : SIOUX LETTING DATE : 09/04/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0875 |( ) |SIMON CONTRACTORS AND SUBSI |BROWER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 0003.20 40.000 DAY | 352.55000 14102.00| 300.00000 12000.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0116 0010.04 1.000 EACH| 5810.84000 5810.84| 6500.00000 6500.00| FIELD OFFICE | | | 0117 0030.00 LUMP| 581.08000 581.08| 12000.00000 12000.00| MOBILIZATION | | | 0118 9110.01 100.000 HOUR| 65.00000 6500.00| 85.00000 8500.00| RENTAL OF LOADER, FULLY OPERATED | | | 0119 9110.02 60.000 HOUR| 65.00000 3900.00| 85.00000 5100.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0120 9110.03 100.000 HOUR| 55.00000 5500.00| 55.00000 5500.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0121 9110.06 40.000 HOUR| 50.00000 2000.00| 60.00000 2400.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0122 9110.07 100.000 HOUR| 40.00000 4000.00| 50.00000 5000.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 114,711.62| $ 144,475.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,223,504.84| $ 3,385,656.50| $ ====================================================================================================================================
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