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Last Updated:
11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 DISTRICT : 6 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-30-2(132) US-30, BRULE TO OGALLALA. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2252 PAULSEN, INC. $ 2,017,141.00 100.0000% 2 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,048,418.56 101.5506% 3 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,343,973.96 116.2028% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -3 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |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| 6250.00000 6250.00| 6000.00000 6000.00| 1000.00000 1000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 5000.00000 5000.00| 1200.00000 1200.00| 4729.67000 4729.67 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 805.000 kL | 2.60000 2093.00| 3.00000 2415.00| 5.11000 4113.55 WATER | | | 0004 1012.00 179.000 EACH| 74.50000 13335.50| 61.00000 10919.00| 86.21000 15431.59 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 7160.000 m3 | 7.05000 50478.00| 6.00000 42960.00| 10.97000 78545.20 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1102.00 238.000 m2 | 4.75000 1130.50| 5.00000 1190.00| 10.15000 2415.70 REMOVE ASPHALT SURFACE | | | 0007 1109.00 31.550 m | 8.60000 271.33| 35.00000 1104.25| 17.05000 537.93 REMOVE CURB | | | 0008 4300.18 11.600 m | 69.00000 800.40| 80.00000 928.00| 271.69000 3151.60 450 mm CULVERT PIPE | | | 0009 7017.00 274.260 m | 7.35000 2015.81| 5.50000 1508.43| 6.47000 1774.46 REMOVE GUARDRAIL | | | 0010 L020.00 502.000 m2 | 1.85000 928.70| 0.96000 481.92| 1.89000 948.78 EROSION CONTROL | | | 0011 L020.10 4710.000 m2 | 2.20000 10362.00| 0.74000 3485.40| 1.92000 9043.20 EROSION CONTROL, TYPE HV | | | 0012 L021.06 234.000 BALE| 19.55000 4574.70| 15.00000 3510.00| 17.24000 4034.16 EROSION CHECKS, TYPE HV | | | 0013 L022.12 3575.200 m | 9.50000 33964.40| 4.39000 15695.13| 8.39000 29995.93 FABRIC SILT FENCE-HIGH POROSITY | | | 0014 L022.25 50.000 m | 17.00000 850.00| 7.50000 375.00| 14.98000 749.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | SECTION TOTALS | $ 132,054.34| $ 91,772.13| $ 156,470.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0015 0030.40 LUMP| 12000.00000 12000.00| 13000.00000 13000.00| 15000.00000 15000.00 MOBILIZATION | | | 0016 4039.20 17.710 m | 70.00000 1239.70| 70.00000 1239.70| 86.89000 1538.82 REMOVE AND RELAY CULVERT PIPE | | | 0017 4040.00 10.000 EACH| 155.00000 1550.00| 155.00000 1550.00| 344.85000 3448.50 REMOVE HEADWALLS FROM CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -4 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4041.00 1.000 EACH| 890.00000 890.00| 890.00000 890.00| 1885.88000 1885.88 CULVERT CLEANOUT AT STA. 157+58.73 | | | 0019 4044.00 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1481.76000 1481.76 PREPARATION OF STRUCTURE AT STA. 110+30 | | | 42 | | | 0020 4044.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1831.99000 1831.99 PREPARATION OF STRUCTURE AT STA. 136+86 | | | 46 | | | 0021 4044.02 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| 1697.29000 1697.29 PREPARATION OF STRUCTURE AT STA. 141+19 | | | 6 | | | 0022 4044.03 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 2101.40000 2101.40 PREPARATION OF STRUCTURE AT STA. 179+77 | | | 67 | | | 0023 4044.04 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1077.64000 1077.64 PREPARATION OF STRUCTURE AT STA. 235+00 | | | 72 | | | 0024 4044.05 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| 2015.19000 2015.19 PREPARATION OF STRUCTURE AT STA. 258+24 | | | 29 | | | 0025 4050.01 67.000 m3 | 10.00000 670.00| 10.00000 670.00| 19.82000 1327.94 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0026 4051.01 366.000 m3 | 13.00000 4758.00| 13.00000 4758.00| 23.27000 8516.82 EXCAVATION FOR BOX CULVERTS | | | 0027 4100.06 2.880 m3 | 850.00000 2448.00| 850.00000 2448.00| 673.53000 1939.77 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0028 4101.06 228.970 m3 | 375.00000 85863.75| 375.00000 85863.75| 323.90000 74163.38 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0029 4107.07 2.360 m3 | 750.00000 1770.00| 750.00000 1770.00| 659.83000 1557.20 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0030 4150.00 230.000 kg | 1.80000 414.00| 1.80000 414.00| 1.67000 384.10 REINFORCING STEEL FOR HEADWALL | | | 0031 4151.00 14479.000 kg | 1.50000 21718.50| 1.50000 21718.50| 1.32000 19112.28 REINFORCING STEEL FOR BOX CULVERT | | | 0032 4157.00 96.000 kg | 1.80000 172.80| 1.80000 172.80| 2.58000 247.68 REINFORCING STEEL FOR COLLARS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -5 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 4350.30 4.600 m | 100.00000 460.00| 100.00000 460.00| 112.45000 517.27 750 mm CORRUGATED METAL PIPE | | | 0034 4350.36 2.200 m | 150.00000 330.00| 150.00000 330.00| 176.34000 387.95 900 mm CORRUGATED METAL PIPE | | | 0035 4360.30 2.000 EACH| 370.00000 740.00| 370.00000 740.00| 339.46000 678.92 750 mm METAL FLARED-END SECTION | | | 0036 4360.36 4.000 EACH| 490.00000 1960.00| 490.00000 1960.00| 458.00000 1832.00 900 mm METAL FLARED-END SECTION | | | 0037 4450.36 12.400 m | 200.00000 2480.00| 200.00000 2480.00| 189.98000 2355.75 900 mm REINFORCED CONCRETE PIPE | | | SECTION TOTALS | $ 151,264.75| $ 152,264.75| $ 145,099.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 107+60.06 TWIN 3.6 m X 1.2 m REINFORCED CONCRETE BOX CULVERT | | | 0038 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0039 4044.06 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3232.93000 3232.93 PREPARATION OF STRUCTURE AT STA. 107+60 | | | 06 | | | 0040 4051.01 43.000 m3 | 15.00000 645.00| 15.00000 645.00| 16.16000 694.88 EXCAVATION FOR BOX CULVERTS | | | 0041 4101.06 54.690 m3 | 378.00000 20672.82| 378.00000 20672.82| 407.35000 22277.97 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0042 4151.00 3840.000 kg | 1.20000 4608.00| 1.20000 4608.00| 1.29000 4953.60 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 31,925.82| $ 31,925.82| $ 34,359.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CULVERT AT STA. 112+48.03 TRIPLE 2.4 m X 1.2 m REINFORCED CONCRETE BOX CULVERT | | | 0043 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0044 4044.07 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3448.46000 3448.46 PREPARATION OF STRUCTURE AT STA. 112+48 | | | 03 | | | 0045 4051.01 51.000 m3 | 15.00000 765.00| 15.00000 765.00| 16.16000 824.16 EXCAVATION FOR BOX CULVERTS | | | 0046 4101.06 56.210 m3 | 378.00000 21247.38| 378.00000 21247.38| 407.35000 22897.14 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -6 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 4151.00 3720.000 kg | 1.20000 4464.00| 1.20000 4464.00| 1.29000 4798.80 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 32,676.38| $ 32,676.38| $ 35,168.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4C CULVERT AT STA. 122+38.66 TRIPLE 3.6 m X 1.2 m REINFORCED CONCRETE BOX CULVERT | | | 0048 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0049 4044.08 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3448.46000 3448.46 PREPARATION OF STRUCTURE AT STA. 122+38 | | | 66 | | | 0050 4051.01 109.000 m3 | 15.00000 1635.00| 15.00000 1635.00| 16.16000 1761.44 EXCAVATION FOR BOX CULVERTS | | | 0051 4101.06 74.290 m3 | 378.00000 28081.62| 378.00000 28081.62| 407.35000 30262.03 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0052 4151.00 5626.000 kg | 1.20000 6751.20| 1.20000 6751.20| 1.29000 7257.54 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 42,667.82| $ 42,667.82| $ 45,929.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4D CULVERT AT STA. 133+01.25 TWIN 3.6 m X 1.2 m REINFORCED CONCRETE BOX CULVERT | | | 0053 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0054 4044.09 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3232.93000 3232.93 PREPARATION OF STRUCTURE AT STA. 133+01 | | | 25 | | | 0055 4051.01 58.000 m3 | 15.00000 870.00| 15.00000 870.00| 16.16000 937.28 EXCAVATION FOR BOX CULVERTS | | | 0056 4101.06 62.660 m3 | 378.00000 23685.48| 378.00000 23685.48| 407.35000 25524.55 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0057 4151.00 4466.000 kg | 1.20000 5359.20| 1.20000 5359.20| 1.29000 5761.14 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 35,914.68| $ 35,914.68| $ 38,655.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 4E CULVERT AT STA. 154+37.53 TRIPLE 3.0 m X 1.8 m REINFORCED CONCRETE BOX CULVERT | | | 0058 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -7 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 4044.10 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3448.46000 3448.46 PREPARATION OF STRUCTURE AT STA. 154+37 | | | 53 | | | 0060 4051.01 147.000 m3 | 15.00000 2205.00| 15.00000 2205.00| 16.16000 2375.52 EXCAVATION FOR BOX CULVERTS | | | 0061 4101.06 71.730 m3 | 378.00000 27113.94| 378.00000 27113.94| 407.35000 29219.22 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0062 4151.00 4698.000 kg | 1.20000 5637.60| 1.20000 5637.60| 1.29000 6060.42 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 41,156.54| $ 41,156.54| $ 44,303.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 4F CULVERT AT STA. 170+38.59 TRIPLE 3.0 m X 1.2 m REINFORCED CONCRETE BOX CULVERT | | | 0063 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0064 4044.11 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3448.46000 3448.46 PREPARATION OF STRUCTURE AT STA. 170+38 | | | 59 | | | 0065 4051.01 77.000 m3 | 15.00000 1155.00| 15.00000 1155.00| 16.16000 1244.32 EXCAVATION FOR BOX CULVERTS | | | 0066 4101.06 61.360 m3 | 378.00000 23194.08| 378.00000 23194.08| 407.35000 24995.00 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0067 4151.00 4307.000 kg | 1.20000 5168.40| 1.20000 5168.40| 1.29000 5556.03 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 35,717.48| $ 35,717.48| $ 38,443.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 4G CULVERT AT STA. 184+95.78 TRIPLE 2.4 m X 1.8 m REINFORCED CONCRETE BOX CULVERT | | | 0068 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0069 4044.12 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3448.46000 3448.46 PREPARATION OF STRUCTURE AT STA. 184+95 | | | 78 | | | 0070 4051.01 50.000 m3 | 15.00000 750.00| 15.00000 750.00| 16.16000 808.00 EXCAVATION FOR BOX CULVERTS | | | 0071 4101.06 39.080 m3 | 378.00000 14772.24| 378.00000 14772.24| 407.35000 15919.24 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -8 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 4151.00 2285.000 kg | 1.20000 2742.00| 1.20000 2742.00| 1.29000 2947.65 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 24,464.24| $ 24,464.24| $ 26,323.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 4H CULVERT AT STA. 201+21.11 TRIPLE 3.0 m X 1.8 m REINFORCED CONCRETE BOX CULVERT | | | 0073 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0074 4044.13 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3448.46000 3448.46 PREPARATION OF STRUCTURE AT STA. 201+21 | | | 11 | | | 0075 4051.01 137.000 m3 | 15.00000 2055.00| 15.00000 2055.00| 16.16000 2213.92 EXCAVATION FOR BOX CULVERTS | | | 0076 4101.06 72.390 m3 | 378.00000 27363.42| 378.00000 27363.42| 407.35000 29488.07 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0077 4151.00 4745.000 kg | 1.20000 5694.00| 1.20000 5694.00| 1.29000 6121.05 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 41,312.42| $ 41,312.42| $ 44,471.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 4I CULVERT AT STA. 251+38.52 TRIPLE 2.4 m X 2.4 m REINFORCED CONCRETE BOX CULVERT | | | 0078 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 MOBILIZATION | | | 0079 4044.14 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3448.46000 3448.46 PREPARATION OF STRUCTURE AT STA. 251+38 | | | 52 | | | 0080 4051.01 140.000 m3 | 15.00000 2100.00| 15.00000 2100.00| 16.16000 2262.40 EXCAVATION FOR BOX CULVERTS | | | 0081 4101.06 78.610 m3 | 378.00000 29714.58| 378.00000 29714.58| 407.35000 32021.78 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0082 4151.00 4822.000 kg | 1.20000 5786.40| 1.20000 5786.40| 1.29000 6220.38 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 43,800.98| $ 43,800.98| $ 47,153.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 4J CULVERT AT STA. 1100+16 TRIPLE 2.4 m X 1.2 m PRECAST CONCRETE BOX CULVERT | | | 0083 0030.40 LUMP| 7800.00000 7800.00| 7800.00000 7800.00| 4100.00000 4100.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -9 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 4049.00 87.840 m | 980.00000 86083.20| 980.00000 86083.20| 1014.89000 89147.94 PRECAST REINFORCED CONCRETE BOX CULVERT | | | 2.4 M X 1.2 M | | | 0085 4051.01 315.000 m3 | 14.00000 4410.00| 14.00000 4410.00| 33.32000 10495.80 EXCAVATION FOR BOX CULVERTS | | | 0086 4101.09 23.040 m3 | 470.00000 10828.80| 470.00000 10828.80| 882.60000 20335.10 CLASS 47B-HE-20 OR AX-HE-20 CONCRETE | | | FOR BOX CULVERT | | | 0087 4151.00 1130.000 kg | 1.70000 1921.00| 1.70000 1921.00| 1.99000 2248.70 REINFORCING STEEL FOR BOX CULVERT | | | 0088 6040.00 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 17134.53000 17134.53 REMOVE STRUCTURE AT STA. 1100+16 | | | SECTION TOTALS | $ 116,043.00| $ 116,043.00| $ 143,462.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 5 SEEDING | | | 0089 0030.50 LUMP| 1200.00000 1200.00| 3000.00000 3000.00| 1000.00000 1000.00 MOBILIZATION | | | 0090 L001.02 12.300 ha | 1040.00000 12792.00| 1233.33000 15169.96| 1120.75000 13785.23 SEEDING, TYPE B | | | 0091 L020.02 2392.000 m2 | 1.32000 3157.44| 0.85000 2033.20| 1.42000 3396.64 EROSION CONTROL, TYPE B | | | 0092 L032.75 62.000 Mg | 75.00000 4650.00| 137.50000 8525.00| 80.82000 5010.84 MULCH | | | SECTION TOTALS | $ 21,799.44| $ 28,728.16| $ 23,192.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 7 GUARDRAIL | | | 0093 0030.70 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00 MOBILIZATION | | | 0094 6010.26 3.200 m3 | 2000.00000 6400.00| 4787.50000 15320.00| 2155.29000 6896.93 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0095 6020.00 608.700 kg | 10.00000 6087.00| 5.70000 3469.59| 10.78000 6561.79 REINFORCING STEEL FOR BRIDGE | | | 0096 6086.00 21.500 kg | 50.00000 1075.00| 32.90000 707.35| 53.88000 1158.42 STRUCTURAL STEEL | | | 0097 7011.20 57.160 m | 42.00000 2400.72| 48.15000 2752.25| 45.26000 2587.06 W-BEAM GUARDRAIL | | | 0098 7020.00 4.000 EACH| 3000.00000 12000.00| 2781.00000 11124.00| 3232.93000 12931.72 BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -10 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 7024.27 4.000 EACH| 1650.00000 6600.00| 1525.00000 6100.00| 1778.11000 7112.44 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 36,562.72| $ 40,473.19| $ 40,248.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 8B ELECTRICAL | | | 0100 0030.81 LUMP| 400.00000 400.00| 400.00000 400.00| 1000.00000 1000.00 MOBILIZATION | | | 0101 A077.88 20.000 m | 3.00000 60.00| 3.00000 60.00| 3.23000 64.60 3/C #14 AWG TRAFFIC SIGNAL CABLE, AERIA | | | 0102 A079.70 15.000 m | 3.00000 45.00| 3.00000 45.00| 3.23000 48.45 SERVICE CABLE, NO. 6, AERIAL | | | 0103 A080.27 39.000 m | 3.00000 117.00| 3.00000 117.00| 3.23000 125.97 STREET LIGHT CABLE, NO. 6 AERIAL | | | 0104 A500.00 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 215.53000 215.53 INSTALL TRAFFIC SIGNAL CONTROLLER TYPE | | | FLASHER | | | 0105 A501.40 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 215.53000 215.53 INSTALL TRAFFIC SIGNAL, TYPE TS-4 | | | 0106 A505.85 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1724.23000 3448.46 INSTALL COMBINATION SPAN WIRE SIGNAL | | | AND LIGHTING POLE TYPE SWP-14.6-3.7 | | | 0107 A610.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2155.29000 2155.29 REMOVE TRAFFIC SIGNAL AT US-30 & L-51A | | | SECTION TOTALS | $ 6,222.00| $ 6,222.00| $ 7,273.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 9 BITUMINOUS | | | 0108 0030.90 LUMP| 13800.00000 13800.00| 16000.00000 16000.00| 86250.00000 86250.00 MOBILIZATION | | | 0109 1020.02 24.000 EACH| 14.60000 350.40| 11.85000 284.40| 17.24000 413.76 DELINEATOR, TYPE II | | | 0110 2001.00 117.000 m3 | 11.85000 1386.45| 10.25000 1199.25| 27.96000 3271.32 GRAVEL SURFACE COURSE | | | 0111 2020.00 66.000 m2 | 4.00000 264.00| 3.50000 231.00| 74.07000 4888.62 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0112 2021.00 5.000 EACH| 50.00000 250.00| 50.00000 250.00| 53.88000 269.40 MAILBOX POST | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -11 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 3013.07 15.900 m | 110.50000 1756.95| 115.00000 1828.50| 177.81000 2827.18 CONCRETE CLASS 47B-25 BARRIER CURB, | | | TYPE I | | | 0114 8008.00 30.000 m3 | 16.90000 507.00| 25.00000 750.00| 42.30000 1269.00 ARMOR COAT AGGREGATE | | | 0115 8029.84 387.000 m2 | 2.00000 774.00| 4.00000 1548.00| 16.46000 6370.02 BITUMINOUS FOUNDATION COURSE 100 mm | | | 0116 9000.75 500.000 Mg | 19.73000 9865.00| 20.00000 10000.00| 20.72000 10360.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0117 9005.00 100.000 Mg | 23.65000 2365.00| 25.00000 2500.00| 33.50000 3350.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0118 9005.45 25580.000 Mg | 19.75000 505205.00| 19.60000 501368.00| 23.80000 608804.00 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0119 9009.00 4302.000 m2 | 2.00000 8604.00| 1.50000 6453.00| 2.93000 12604.86 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0120 9020.94 27.000 Mg | 271.75000 7337.25| 247.50000 6682.50| 250.00000 6750.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0121 9021.08 1386.720 Mg | 271.75000 376841.16| 247.50000 343213.20| 250.00000 346680.00 PERFORMANCE GRADED BINDER (64-28) | | | 0122 9034.00 765.000 m2 | 2.35000 1797.75| 1.25000 956.25| 5.81000 4444.65 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0123 9052.03 5440.000 L | 0.52000 2828.80| 0.30000 1632.00| 0.84000 4569.60 ARMOR COAT EMULSIFIED ASPHALT | | | 0124 9053.00 107816.000 L | 0.23000 24797.68| 0.30000 32344.80| 0.25000 26954.00 TACK COAT | | | 0125 9053.20 11498.000 L | 0.23000 2644.54| 0.30000 3449.40| 0.30000 3449.40 FOG SEAL | | | 0126 9111.00 1024.000 kL | 2.40000 2457.60| 3.00000 3072.00| 4.17000 4270.08 WATER | | | 0127 9170.00 339.619 StaM| 118.50000 40244.85| 225.00000 76414.28| 172.59000 58614.84 EARTH SHOULDER CONSTRUCTION | | | 0128 9173.15 89.680 StaM| 66.00000 5918.88| 65.00000 5829.20| 174.04000 15607.91 TRENCHED WIDENING | | | 0129 9173.20 387.000 m2 | 0.85000 328.95| 3.00000 1161.00| 7.41000 2867.67 SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -12 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 9179.23 46.261 StaM| 475.00000 21973.98| 325.75000 15069.52| 127.38000 5892.73 COLD MILLING, CLASS 3 | | | 0131 9179.24 2.152 StaM| 2300.00000 4949.60| 2000.00000 4304.00| 91.71000 197.36 COLD MILLING, CLASS 4 | | | 0132 9188.01 4599.000 m2 | 1.00000 4599.00| 3.75000 17246.25| 2.93000 13475.07 BITUMINOUS SURFACE COURSE | | | 0133 9188.50 204.000 m2 | 24.00000 4896.00| 35.00000 7140.00| 31.67000 6460.68 SURFACING UNDER GUARDRAIL | | | 0134 9300.50 12.496 LS | 2600.00000 2600.00| 1500.00000 1500.00| 1862.86000 1862.86 ASPHALT PAVEMENT SMOOTHNESS TESTING | | | 0135 9300.52 4.454 LS | 1100.00000 1100.00| 6500.00000 6500.00| 1862.86000 1862.86 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0136 W600.03 3.000 EACH| 225.00000 675.00| 300.00000 900.00| 1100.00000 3300.00 ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 1,051,118.84| $ 1,069,826.55| $ 1,247,937.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 GROUP 10 GENERAL ITEMS | | | 0137 0001.08 600.000 BDAY| 0.50000 300.00| 0.50000 300.00| 0.50000 300.00 BARRICADE, TYPE II | | | 0138 0001.10 2379.000 BDAY| 3.70000 8802.30| 4.00000 9516.00| 2.05000 4876.95 BARRICADE, TYPE III | | | 0139 0001.75 1800.000 EACH| 5.60000 10080.00| 5.00000 9000.00| 2.90000 5220.00 TEMPORARY SIGN DAY | | | 0140 0001.90 25521.000 EACH| 0.38000 9697.98| 0.80000 20416.80| 0.43000 10974.03 SIGN DAY | | | 0141 0002.55 475.230 StaM| 19.60000 9314.51| 24.20000 11500.57| 21.55000 10241.21 OVERLAY BROKEN LINES | | | 0142 0002.60 950.460 StaM| 19.65000 18676.54| 24.20000 23001.13| 21.55000 20482.41 OVERLAY SOLID LINES | | | 0143 0003.10 262.000 DAY | 176.00000 46112.00| 200.00000 52400.00| 193.18000 50613.16 FLAGGING | | | 0144 0003.20 30.000 DAY | 270.00000 8100.00| 300.00000 9000.00| 238.63000 7158.90 FURNISHING AND OPERATING PILOT VEHICLE | | | 0145 0003.51 103.632 m | 32.00000 3316.22| 60.00000 6217.92| 45.47000 4712.15 INSTALL CONCRETE PROTECTION BARRIER | | | 0146 0005.10 348.000 DAY | 95.00000 33060.00| 100.00000 34800.00| 226.31000 78755.88 TRAFFIC CONTROL MANAGEMENT | | | 0147 0010.04 1.000 EACH| 1200.00000 1200.00| 3000.00000 3000.00| 4625.52000 4625.52 FIELD OFFICE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F14 -13 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6893 COUNTIES : KEITH LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0477 |( 3 ) 2853 |PAULSEN, INC. |WESTERN ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 0030.00 LUMP| 4500.00000 4500.00| 15000.00000 15000.00| 1000.00000 1000.00 MOBILIZATION | | | 0149 9110.01 120.000 HOUR| 45.00000 5400.00| 45.00000 5400.00| 59.00000 7080.00 RENTAL OF LOADER, FULLY OPERATED | | | 0150 9110.02 20.000 HOUR| 49.00000 980.00| 50.00000 1000.00| 55.00000 1100.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0151 9110.03 120.000 HOUR| 39.00000 4680.00| 40.00000 4800.00| 47.00000 5640.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0152 9110.06 100.000 HOUR| 45.00000 4500.00| 45.00000 4500.00| 73.00000 7300.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0153 9110.07 120.000 HOUR| 31.00000 3720.00| 30.00000 3600.00| 45.00000 5400.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 172,439.55| $ 213,452.42| $ 225,480.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,017,141.00| $ 2,048,418.56| $ 2,343,973.96 ====================================================================================================================================
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