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Last Updated:
08/01/2003
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July 31, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : 2 VENDOR RANKING CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : S-25-1(1012) ON N-25, NORTH OF US-6. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2252 PAULSEN, INC. $ 2,255,565.10 100.0000% 2 0083 WERNER CONSTRUCTION, INC. $ 2,356,489.65 104.4745% 3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,400,400.38 106.4212% 4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,426,138.51 107.5623% 5 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,547,440.76 112.9402% NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -3 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606 |PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS 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| 9500.00000 9500.00| 7930.00000 7930.00| 15000.00000 15000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 7500.00000 7500.00| 6847.00000 6847.00| 6847.00000 6847.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 660.000 MGAL| 8.00000 5280.00| 8.00000 5280.00| 8.00000 5280.00 WATER | | | 0004 1012.00 25.000 EACH| 80.00000 2000.00| 68.00000 1700.00| 68.00000 1700.00 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 21980.000 CY | 5.05000 110999.00| 4.66000 102426.80| 4.66000 102426.80 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 282.000 SY | 8.00000 2256.00| 5.00000 1410.00| 4.00000 1128.00 REMOVE PAVEMENT | | | 0007 1120.00 2.000 EACH| 450.00000 900.00| 340.00000 680.00| 340.00000 680.00 REMOVE DISCHARGE STRUCTURE | | | 0008 7017.00 4482.000 LF | 1.95000 8739.90| 1.45000 6498.90| 1.45000 6498.90 REMOVE GUARDRAIL | | | 0009 L020.00 15354.000 SY | 1.47000 22570.38| 1.44000 22109.76| 1.44000 22109.76 EROSION CONTROL | | | 0010 L020.01 5752.000 SY | 4.75000 27322.00| 4.66000 26804.32| 4.66000 26804.32 EROSION CONTROL, TYPE A | | | 0011 L020.07 6586.000 SY | 3.22000 21206.92| 3.16000 20811.76| 3.16000 20811.76 EROSION CONTROL, TYPE B-1 | | | 0012 L020.08 2722.000 SY | 4.89000 13310.58| 4.79000 13038.38| 4.79000 13038.38 EROSION CONTROL, TYPE AA | | | 0013 L020.09 278.000 SY | 12.65000 3516.70| 12.40000 3447.20| 12.40000 3447.20 EROSION CONTROL, TYPE AAA | | | 0014 L021.01 258.000 BALE| 21.45000 5534.10| 21.00000 5418.00| 21.00000 5418.00 EROSION CHECKS, TYPE A | | | 0015 L021.21 120.000 BALE| 22.50000 2700.00| 22.00000 2640.00| 22.00000 2640.00 EROSION CHECKS, TYPE AA | | | 0016 L021.22 12.000 BALE| 28.50000 342.00| 28.00000 336.00| 28.00000 336.00 EROSION CHECKS, TYPE AAA | | | 0017 L022.11 4820.000 LF | 2.60000 12532.00| 2.56000 12339.20| 2.56000 12339.20 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 256,209.58| $ 239,717.32| $ 246,505.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -4 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606 |PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 0030.40 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 9000.00000 9000.00 MOBILIZATION | | | 0019 4040.00 23.000 EACH| 160.00000 3680.00| 160.00000 3680.00| 160.00000 3680.00 REMOVE HEADWALLS FROM CULVERTS | | | 0020 4044.00 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 PREPARATION OF STRUCTURE AT STA. 400+04 | | | 8 | | | 0021 4044.01 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00 PREPARATION OF STRUCTURE AT STA. 575+06 | | | 6 | | | 0022 4044.02 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 PREPARATION OF STRUCTURE AT STA. 615+09 | | | 2 | | | 0023 4050.01 321.000 CY | 8.00000 2568.00| 8.00000 2568.00| 8.00000 2568.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 315.000 CY | 10.00000 3150.00| 10.00000 3150.00| 10.00000 3150.00 EXCAVATION FOR BOX CULVERTS | | | 0025 4100.06 4.800 CY | 490.00000 2352.00| 490.00000 2352.00| 490.00000 2352.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0026 4101.06 125.820 CY | 308.00000 38752.56| 308.00000 38752.56| 308.00000 38752.56 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0027 4107.07 17.200 CY | 490.00000 8428.00| 490.00000 8428.00| 490.00000 8428.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0028 4150.00 606.000 LB | 0.75000 454.50| 0.75000 454.50| 0.75000 454.50 REINFORCING STEEL FOR HEADWALL | | | 0029 4151.00 11335.000 LB | 0.67000 7594.45| 0.67000 7594.45| 0.67000 7594.45 REINFORCING STEEL FOR BOX CULVERT | | | 0030 4310.24 6.000 EACH| 315.00000 1890.00| 315.00000 1890.00| 315.00000 1890.00 24" FLARED-END SECTION | | | 0031 4310.36 2.000 EACH| 420.00000 840.00| 420.00000 840.00| 420.00000 840.00 36" FLARED-END SECTION | | | 0032 4310.42 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00 42" FLARED-END SECTION | | | 0033 4320.30 2.000 EACH| 330.00000 660.00| 330.00000 660.00| 330.00000 660.00 30" ROUND EQUIVALENT FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -5 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606 |PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 4320.36 12.000 EACH| 420.00000 5040.00| 420.00000 5040.00| 420.00000 5040.00 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0035 P300.24 6.000 LF | 23.00000 138.00| 23.00000 138.00| 23.00000 138.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0036 P300.42 30.000 LF | 40.00000 1200.00| 40.00000 1200.00| 40.00000 1200.00 42" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0037 P375.36 66.000 LF | 36.00000 2376.00| 36.00000 2376.00| 36.00000 2376.00 36" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0038 P402.24 231.000 LF | 23.00000 5313.00| 23.00000 5313.00| 23.00000 5313.00 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0039 P500.15 124.000 LF | 17.00000 2108.00| 17.00000 2108.00| 17.00000 2108.00 15" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 99,444.51| $ 99,444.51| $ 102,444.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA 383+64.8 TRIPLE 10' X 8' X 95' CONCRETE BOX CULVERT | | | 0040 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 10000.00000 10000.00 MOBILIZATION | | | 0041 4051.01 440.000 CY | 10.00000 4400.00| 10.00000 4400.00| 10.00000 4400.00 EXCAVATION FOR BOX CULVERTS | | | 0042 4101.06 275.160 CY | 298.00000 81997.68| 298.00000 81997.68| 298.00000 81997.68 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0043 4151.00 31666.000 LB | 0.67000 21216.22| 0.67000 21216.22| 0.67000 21216.22 REINFORCING STEEL FOR BOX CULVERT | | | 0044 6040.00 1.000 EACH| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 383+65.4 | | | SECTION TOTALS | $ 116,613.90| $ 116,613.90| $ 123,613.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0045 0030.50 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1250.00000 1250.00 MOBILIZATION | | | 0046 L001.01 2.800 ACRE| 495.00000 1386.00| 495.00000 1386.00| 495.00000 1386.00 SEEDING, TYPE A | | | 0047 L001.02 21.400 ACRE| 420.00000 8988.00| 420.00000 8988.00| 420.00000 8988.00 SEEDING, TYPE B | | | 0048 L032.75 48.000 TON | 75.00000 3600.00| 75.00000 3600.00| 75.00000 3600.00 MULCH | | | SECTION TOTALS | $ 14,974.00| $ 14,974.00| $ 15,224.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 354+63.73 1-70' & 2-50.96' SPANS ROLLED BEAM BRIDGE WIDEN & REHAB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -6 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606 |PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 0030.60 LUMP| 21870.00000 21870.00| 21870.00000 21870.00| 35000.00000 35000.00 MOBILIZATION | | | 0050 1010.01 200.000 CY | 11.50000 2300.00| 11.50000 2300.00| 40.00000 8000.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0051 1043.50 100.000 SY | 5.00000 500.00| 5.00000 500.00| 3.00000 300.00 RIPRAP FILTER FABRIC | | | 0052 3050.15 162.700 CY | 238.00000 38722.60| 238.00000 38722.60| 335.00000 54504.50 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0053 3051.10 18635.000 LB | 0.72000 13417.20| 0.72000 13417.20| 0.66000 12299.10 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0054 6005.78 15.000 EACH| 713.00000 10695.00| 713.00000 10695.00| 840.00000 12600.00 EXPANSION BEARING, TFE TYPE | | | 0055 6005.83 5.000 EACH| 644.00000 3220.00| 644.00000 3220.00| 765.00000 3825.00 FIXED BEARING | | | 0056 6010.22 69.400 CY | 393.00000 27274.20| 393.00000 27274.20| 410.00000 28454.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0057 6010.26 200.400 CY | 409.50000 82063.80| 409.50000 82063.80| 330.00000 66132.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0058 6030.00 1.000 EACH| 70390.00000 70390.00| 70390.00000 70390.00| 36800.00000 36800.00 PREPARATION OF BRIDGE AT STA. 354+63.73 | | | 0059 6071.12 111890.000 LS | 95875.00000 95875.00| 95875.00000 95875.00| 148000.00000 148000.00 STEEL SUPERSTRUCTURE AT STA. 354+63.73 | | | 0060 6104.00 290.000 TON | 24.00000 6960.00| 24.00000 6960.00| 18.00000 5220.00 BROKEN CONCRETE RIPRAP | | | 0061 6131.50 51500.000 LB | 0.70000 36050.00| 0.70000 36050.00| 0.71000 36565.00 EPOXY COATED REINFORCING STEEL | | | 0062 6210.50 360.000 LF | 40.00000 14400.00| 40.00000 14400.00| 40.00000 14400.00 PIPE PILING | | | SECTION TOTALS | $ 423,737.80| $ 423,737.80| $ 462,099.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0063 0030.70 LUMP| 1710.00000 1710.00| 1710.00000 1710.00| 4000.00000 4000.00 MOBILIZATION | | | 0064 7011.20 137.500 LF | 11.73000 1612.88| 11.73000 1612.88| 11.73000 1612.88 W-BEAM GUARDRAIL | | | 0065 7015.00 2848.000 LF | 5.58000 15891.84| 5.58000 15891.84| 5.58000 15891.84 CABLE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -7 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606 |PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 7020.00 4.000 EACH| 1572.00000 6288.00| 1572.00000 6288.00| 1572.00000 6288.00 BRIDGE APPROACH SECTIONS | | | 0067 7023.00 8.000 EACH| 1234.00000 9872.00| 1234.00000 9872.00| 1234.00000 9872.00 TERMINAL ANCHORAGE SECTIONS | | | 0068 7024.27 4.000 EACH| 1451.00000 5804.00| 1451.00000 5804.00| 1451.00000 5804.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 41,178.72| $ 41,178.72| $ 43,468.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0069 0002.55 1167.600 STA | 5.70000 6655.32| 7.00000 8173.20| 8.50000 9924.60 OVERLAY BROKEN LINES | | | 0070 0002.60 778.400 STA | 5.70000 4436.88| 8.00000 6227.20| 8.50000 6616.40 OVERLAY SOLID LINES | | | 0071 0002.76 96000.000 LF | 0.05500 5280.00| 0.05000 4800.00| 0.05000 4800.00 PERMANENT PAVEMENT MARKING PAINT | | | 0072 0030.90 LUMP| 22000.00000 22000.00| 88500.00000 88500.00| 125000.00000 125000.00 MOBILIZATION | | | 0073 1020.03 57.000 EACH| 14.85000 846.45| 18.00000 1026.00| 18.00000 1026.00 DELINEATOR, TYPE III | | | 0074 1020.20 16.000 EACH| 22.25000 356.00| 22.00000 352.00| 22.00000 352.00 INSTALL CHEVRONS | | | 0075 2001.00 65.000 CY | 11.00000 715.00| 8.75000 568.75| 15.48000 1006.20 GRAVEL SURFACE COURSE | | | 0076 2010.00 200.000 CY | 28.50000 5700.00| 32.50000 6500.00| 24.02000 4804.00 CRUSHED ROCK SURFACE COURSE | | | 0077 2020.00 148.500 SY | 3.20000 475.20| 6.00000 891.00| 8.92000 1324.62 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0078 2021.00 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 MAILBOX POST | | | 0079 4004.50 7514.000 LB | 2.65000 19912.10| 2.50000 18785.00| 2.50000 18785.00 CAST IRON GRATE AND FRAME | | | 0080 4024.55 305.000 LF | 47.70000 14548.50| 45.00000 13725.00| 45.00000 13725.00 FLUME SPILLWAY | | | 0081 4024.70 28.000 EACH| 1590.00000 44520.00| 1500.00000 42000.00| 1500.00000 42000.00 CONCRETE FLUME, TYPE I | | | 0082 4105.59 26.330 CY | 795.00000 20932.35| 750.00000 19747.50| 750.00000 19747.50 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -8 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606 |PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 4155.50 1869.000 LB | 2.12000 3962.28| 2.00000 3738.00| 2.00000 3738.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0084 8022.00 335.000 TON | 108.50000 36347.50| 105.00000 35175.00| 102.36000 34290.60 HYDRATED LIME | | | 0085 8110.50 387.016 STA | 310.50000 120168.47| 365.00000 141260.84| 293.00000 113395.69 HYDRATED LIME SLURRY STABILIZATION | | | 0086 8111.00 212.920 STA | 78.50000 16714.22| 225.00000 47907.00| 231.63000 49318.66 SHOULDER SUBGRADE PREPARATION | | | 0087 9000.75 500.000 TON | 19.82000 9910.00| 31.77000 15885.00| 18.62000 9310.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0088 9005.00 100.000 TON | 25.00000 2500.00| 36.77000 3677.00| 38.30000 3830.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0089 9005.44 20630.000 TON | 19.82000 408886.60| 21.77000 449115.10| 18.62000 384130.60 ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0090 9009.00 1655.000 SY | 1.60000 2648.00| 2.00000 3310.00| 5.46000 9036.30 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0091 9020.91 30.500 TON | 187.00000 5703.50| 150.00000 4575.00| 185.00000 5642.50 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0092 9021.01 1541.760 TON | 187.00000 288309.12| 150.00000 231264.00| 185.00000 285225.60 PERFORMANCE GRADED BINDER (64-22) | | | 0093 9030.00 12963.000 LF | 1.60000 20740.80| 2.00000 25926.00| 1.20000 15555.60 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0094 9052.15 81460.000 GAL | 1.03000 83903.80| 0.96000 78201.60| 0.97000 79016.20 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0095 9053.00 23270.000 GAL | 0.84000 19546.80| 1.00000 23270.00| 0.89000 20710.30 TACK COAT | | | 0096 9111.00 248.000 MGAL| 8.50000 2108.00| 12.00000 2976.00| 12.00000 2976.00 WATER | | | 0097 9170.00 559.144 STA | 33.65000 18815.20| 48.00000 26838.91| 48.00000 26838.91 EARTH SHOULDER CONSTRUCTION | | | 0098 9173.20 315.000 SY | 1.55000 488.25| 2.50000 787.50| 2.68000 844.20 SUBGRADE PREPARATION | | | 0099 9188.50 295.000 SY | 19.10000 5634.50| 20.00000 5900.00| 19.41000 5725.95 SURFACING UNDER GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -9 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606 |PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 9300.52 7.311 LS | 2250.00000 2250.00| 3500.00000 3500.00| 5000.00000 5000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0101 P402.15 696.000 LF | 37.10000 25821.60| 35.00000 24360.00| 35.00000 24360.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,220,936.44| $ 1,339,062.60| $ 1,328,156.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0102 0001.08 21175.000 BDAY| 0.50000 10587.50| 0.50000 10587.50| 0.50000 10587.50 BARRICADE, TYPE II | | | 0103 0001.10 8846.000 BDAY| 1.90000 16807.40| 1.00000 8846.00| 0.85000 7519.10 BARRICADE, TYPE III | | | 0104 0001.75 420.000 EACH| 4.50000 1890.00| 4.00000 1680.00| 2.50000 1050.00 TEMPORARY SIGN DAY | | | 0105 0001.90 9195.000 EACH| 0.75000 6896.25| 0.50000 4597.50| 0.50000 4597.50 SIGN DAY | | | 0106 0001.99 3354.000 EACH| 1.00000 3354.00| 1.20000 4024.80| 1.20000 4024.80 CONTRACTOR FURNISHED SIGN DAY | | | 0107 0003.10 70.000 DAY | 161.00000 11270.00| 185.00000 12950.00| 192.88000 13501.60 FLAGGING | | | 0108 0003.20 35.000 DAY | 242.00000 8470.00| 285.00000 9975.00| 241.64000 8457.40 FURNISHING AND OPERATING PILOT VEHICLE | | | 0109 0005.10 83.000 DAY | 95.00000 7885.00| 100.00000 8300.00| 100.00000 8300.00 TRAFFIC CONTROL MANAGEMENT | | | 0110 0010.04 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 500.00000 500.00 FIELD OFFICE | | | 0111 0030.00 LUMP| 2750.00000 2750.00| 5000.00000 5000.00| 5000.00000 5000.00 MOBILIZATION | | | 0112 9110.01 70.000 HOUR| 45.00000 3150.00| 55.00000 3850.00| 60.00000 4200.00 RENTAL OF LOADER, FULLY OPERATED | | | 0113 9110.02 20.000 HOUR| 47.00000 940.00| 75.00000 1500.00| 60.00000 1200.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0114 9110.03 70.000 HOUR| 40.00000 2800.00| 45.00000 3150.00| 45.00000 3150.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0115 9110.06 50.000 HOUR| 45.00000 2250.00| 60.00000 3000.00| 80.00000 4000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0116 9110.07 70.000 HOUR| 31.00000 2170.00| 40.00000 2800.00| 40.00000 2800.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 82,470.15| $ 81,760.80| $ 78,887.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,255,565.10| $ 2,356,489.65| $ 2,400,400.38 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -10 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 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 1 GRADING | | | 0001 0030.10 LUMP| 11150.00000 11150.00| 5000.00000 5000.00| MOBILIZATION | | | 0002 1009.00 LUMP| 6500.00000 6500.00| 8000.00000 8000.00| GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 660.000 MGAL| 8.00000 5280.00| 8.00000 5280.00| WATER | | | 0004 1012.00 25.000 EACH| 70.00000 1750.00| 75.00000 1875.00| RIGHT-OF-WAY MARKERS | | | 0005 1030.00 21980.000 CY | 4.67000 102646.60| 6.30000 138474.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 282.000 SY | 5.93000 1672.26| 4.00000 1128.00| REMOVE PAVEMENT | | | 0007 1120.00 2.000 EACH| 318.09000 636.18| 800.00000 1600.00| REMOVE DISCHARGE STRUCTURE | | | 0008 7017.00 4482.000 LF | 1.90000 8515.80| 1.90000 8515.80| REMOVE GUARDRAIL | | | 0009 L020.00 15354.000 SY | 1.44000 22109.76| 1.45000 22263.30| EROSION CONTROL | | | 0010 L020.01 5752.000 SY | 4.66000 26804.32| 4.70000 27034.40| EROSION CONTROL, TYPE A | | | 0011 L020.07 6586.000 SY | 3.16000 20811.76| 3.20000 21075.20| EROSION CONTROL, TYPE B-1 | | | 0012 L020.08 2722.000 SY | 4.79000 13038.38| 4.85000 13201.70| EROSION CONTROL, TYPE AA | | | 0013 L020.09 278.000 SY | 12.40000 3447.20| 12.50000 3475.00| EROSION CONTROL, TYPE AAA | | | 0014 L021.01 258.000 BALE| 21.00000 5418.00| 21.50000 5547.00| EROSION CHECKS, TYPE A | | | 0015 L021.21 120.000 BALE| 22.00000 2640.00| 22.50000 2700.00| EROSION CHECKS, TYPE AA | | | 0016 L021.22 12.000 BALE| 28.00000 336.00| 28.50000 342.00| EROSION CHECKS, TYPE AAA | | | 0017 L022.11 4820.000 LF | 2.56000 12339.20| 2.60000 12532.00| FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 245,095.46| $ 278,043.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -11 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 0030.40 LUMP| 12480.00000 12480.00| 6100.00000 6100.00| MOBILIZATION | | | 0019 4040.00 23.000 EACH| 308.00000 7084.00| 162.00000 3726.00| REMOVE HEADWALLS FROM CULVERTS | | | 0020 4044.00 1.000 EACH| 1495.00000 1495.00| 1750.00000 1750.00| PREPARATION OF STRUCTURE AT STA. 400+04 | | | 8 | | | 0021 4044.01 1.000 EACH| 1898.00000 1898.00| 2500.00000 2500.00| PREPARATION OF STRUCTURE AT STA. 575+06 | | | 6 | | | 0022 4044.02 1.000 EACH| 1495.00000 1495.00| 1750.00000 1750.00| PREPARATION OF STRUCTURE AT STA. 615+09 | | | 2 | | | 0023 4050.01 321.000 CY | 29.00000 9309.00| 8.10000 2600.10| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 315.000 CY | 21.00000 6615.00| 10.20000 3213.00| EXCAVATION FOR BOX CULVERTS | | | 0025 4100.06 4.800 CY | 635.00000 3048.00| 500.00000 2400.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0026 4101.06 125.820 CY | 343.00000 43156.26| 312.00000 39255.84| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0027 4107.07 17.200 CY | 585.00000 10062.00| 500.00000 8600.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0028 4150.00 606.000 LB | 1.40000 848.40| 0.76000 460.56| REINFORCING STEEL FOR HEADWALL | | | 0029 4151.00 11335.000 LB | 0.74000 8387.90| 0.68000 7707.80| REINFORCING STEEL FOR BOX CULVERT | | | 0030 4310.24 6.000 EACH| 250.00000 1500.00| 316.00000 1896.00| 24" FLARED-END SECTION | | | 0031 4310.36 2.000 EACH| 480.00000 960.00| 422.00000 844.00| 36" FLARED-END SECTION | | | 0032 4310.42 2.000 EACH| 632.00000 1264.00| 560.00000 1120.00| 42" FLARED-END SECTION | | | 0033 4320.30 2.000 EACH| 365.00000 730.00| 335.00000 670.00| 30" ROUND EQUIVALENT FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -12 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 4320.36 12.000 EACH| 480.00000 5760.00| 422.00000 5064.00| 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0035 P300.24 6.000 LF | 12.67000 76.02| 23.50000 141.00| 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0036 P300.42 30.000 LF | 37.03000 1110.90| 41.00000 1230.00| 42" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0037 P375.36 66.000 LF | 35.00000 2310.00| 36.50000 2409.00| 36" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0038 P402.24 231.000 LF | 21.94000 5068.14| 23.50000 5428.50| 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0039 P500.15 124.000 LF | 21.50000 2666.00| 17.25000 2139.00| 15" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 127,323.62| $ 101,004.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA 383+64.8 TRIPLE 10' X 8' X 95' CONCRETE BOX CULVERT | | | 0040 0030.40 LUMP| 10600.00000 10600.00| 3050.00000 3050.00| MOBILIZATION | | | 0041 4051.01 440.000 CY | 20.50000 9020.00| 10.25000 4510.00| EXCAVATION FOR BOX CULVERTS | | | 0042 4101.06 275.160 CY | 309.50000 85162.02| 305.00000 83923.80| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0043 4151.00 31666.000 LB | 0.67000 21216.22| 0.68000 21532.88| REINFORCING STEEL FOR BOX CULVERT | | | 0044 6040.00 1.000 EACH| 34603.00000 34603.00| 6100.00000 6100.00| REMOVE STRUCTURE AT STA. 383+65.4 | | | SECTION TOTALS | $ 160,601.24| $ 119,116.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0045 0030.50 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| MOBILIZATION | | | 0046 L001.01 2.800 ACRE| 495.00000 1386.00| 500.00000 1400.00| SEEDING, TYPE A | | | 0047 L001.02 21.400 ACRE| 420.00000 8988.00| 425.00000 9095.00| SEEDING, TYPE B | | | 0048 L032.75 48.000 TON | 75.00000 3600.00| 76.00000 3648.00| MULCH | | | SECTION TOTALS | $ 14,974.00| $ 15,243.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 354+63.73 1-70' & 2-50.96' SPANS ROLLED BEAM BRIDGE WIDEN & REHAB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -13 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 0030.60 LUMP| 21870.00000 21870.00| 11200.00000 11200.00| MOBILIZATION | | | 0050 1010.01 200.000 CY | 11.50000 2300.00| 41.00000 8200.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0051 1043.50 100.000 SY | 5.00000 500.00| 3.05000 305.00| RIPRAP FILTER FABRIC | | | 0052 3050.15 162.700 CY | 238.00000 38722.60| 340.00000 55318.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0053 3051.10 18635.000 LB | 0.72000 13417.20| 0.67000 12485.45| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0054 6005.78 15.000 EACH| 713.00000 10695.00| 850.00000 12750.00| EXPANSION BEARING, TFE TYPE | | | 0055 6005.83 5.000 EACH| 644.00000 3220.00| 770.00000 3850.00| FIXED BEARING | | | 0056 6010.22 69.400 CY | 393.00000 27274.20| 420.00000 29148.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0057 6010.26 200.400 CY | 409.50000 82063.80| 335.00000 67134.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0058 6030.00 1.000 EACH| 70390.00000 70390.00| 37000.00000 37000.00| PREPARATION OF BRIDGE AT STA. 354+63.73 | | | 0059 6071.12 111890.000 LS | 95875.00000 95875.00| 151000.00000 151000.00| STEEL SUPERSTRUCTURE AT STA. 354+63.73 | | | 0060 6104.00 290.000 TON | 24.00000 6960.00| 18.25000 5292.50| BROKEN CONCRETE RIPRAP | | | 0061 6131.50 51500.000 LB | 0.70000 36050.00| 0.72000 37080.00| EPOXY COATED REINFORCING STEEL | | | 0062 6210.50 360.000 LF | 40.00000 14400.00| 41.00000 14760.00| PIPE PILING | | | SECTION TOTALS | $ 423,737.80| $ 445,522.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0063 0030.70 LUMP| 1710.00000 1710.00| 1725.00000 1725.00| MOBILIZATION | | | 0064 7011.20 137.500 LF | 11.73000 1612.88| 11.80000 1622.50| W-BEAM GUARDRAIL | | | 0065 7015.00 2848.000 LF | 5.58000 15891.84| 5.65000 16091.20| CABLE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -14 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 7020.00 4.000 EACH| 1572.00000 6288.00| 1580.00000 6320.00| BRIDGE APPROACH SECTIONS | | | 0067 7023.00 8.000 EACH| 1234.00000 9872.00| 1240.00000 9920.00| TERMINAL ANCHORAGE SECTIONS | | | 0068 7024.27 4.000 EACH| 1451.00000 5804.00| 1470.00000 5880.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 41,178.72| $ 41,558.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0069 0002.55 1167.600 STA | 5.75000 6713.70| 5.75000 6713.70| OVERLAY BROKEN LINES | | | 0070 0002.60 778.400 STA | 5.75000 4475.80| 5.75000 4475.80| OVERLAY SOLID LINES | | | 0071 0002.76 96000.000 LF | 0.05000 4800.00| 0.05000 4800.00| PERMANENT PAVEMENT MARKING PAINT | | | 0072 0030.90 LUMP| 86751.25000 86751.25| 60000.00000 60000.00| MOBILIZATION | | | 0073 1020.03 57.000 EACH| 18.00000 1026.00| 18.00000 1026.00| DELINEATOR, TYPE III | | | 0074 1020.20 16.000 EACH| 22.00000 352.00| 22.00000 352.00| INSTALL CHEVRONS | | | 0075 2001.00 65.000 CY | 10.25000 666.25| 15.00000 975.00| GRAVEL SURFACE COURSE | | | 0076 2010.00 200.000 CY | 35.13000 7026.00| 28.00000 5600.00| CRUSHED ROCK SURFACE COURSE | | | 0077 2020.00 148.500 SY | 8.12000 1205.82| 5.00000 742.50| SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0078 2021.00 2.000 EACH| 50.00000 100.00| 50.00000 100.00| MAILBOX POST | | | 0079 4004.50 7514.000 LB | 1.17000 8791.38| 2.55000 19160.70| CAST IRON GRATE AND FRAME | | | 0080 4024.55 305.000 LF | 42.70000 13023.50| 46.00000 14030.00| FLUME SPILLWAY | | | 0081 4024.70 28.000 EACH| 1624.42000 45483.76| 1510.00000 42280.00| CONCRETE FLUME, TYPE I | | | 0082 4105.59 26.330 CY | 529.26000 13935.42| 760.00000 20010.80| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -15 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 4155.50 1869.000 LB | 0.91000 1700.79| 2.04000 3812.76| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0084 8022.00 335.000 TON | 110.00000 36850.00| 104.00000 34840.00| HYDRATED LIME | | | 0085 8110.50 387.016 STA | 374.99000 145127.13| 410.00000 158676.56| HYDRATED LIME SLURRY STABILIZATION | | | 0086 8111.00 212.920 STA | 57.69000 12283.35| 125.00000 26615.00| SHOULDER SUBGRADE PREPARATION | | | 0087 9000.75 500.000 TON | 17.14000 8570.00| 24.00000 12000.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.375) | | | 0088 9005.00 100.000 TON | 35.00000 3500.00| 30.00000 3000.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0089 9005.44 20630.000 TON | 23.00000 474490.00| 23.75000 489962.50| ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0090 9009.00 1655.000 SY | 4.57000 7563.35| 2.00000 3310.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0091 9020.91 30.500 TON | 177.00000 5398.50| 180.00000 5490.00| PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0092 9021.01 1541.760 TON | 177.00000 272891.52| 180.00000 277516.80| PERFORMANCE GRADED BINDER (64-22) | | | 0093 9030.00 12963.000 LF | 2.00000 25926.00| 2.25000 29166.75| CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0094 9052.15 81460.000 GAL | 0.97000 79016.20| 0.98000 79830.80| EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0095 9053.00 23270.000 GAL | 0.72000 16754.40| 1.15000 26760.50| TACK COAT | | | 0096 9111.00 248.000 MGAL| 20.87000 5175.76| 9.50000 2356.00| WATER | | | 0097 9170.00 559.144 STA | 40.52000 22656.51| 56.00000 31312.06| EARTH SHOULDER CONSTRUCTION | | | 0098 9173.20 315.000 SY | 1.76000 554.40| 3.40000 1071.00| SUBGRADE PREPARATION | | | 0099 9188.50 295.000 SY | 18.75000 5531.25| 35.00000 10325.00| SURFACING UNDER GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : N07 -16 TABULATION OF BIDS CALL ORDER : N07 CONTRACT ID : 7792 COUNTIES : HAYES HITCHCOCK LETTING DATE : 07/31/03 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 9300.52 7.311 LS | 2766.00000 2766.00| 3500.00000 3500.00| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0101 P402.15 696.000 LF | 19.58000 13627.68| 35.25000 24534.00| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,334,733.72| $ 1,404,346.23| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0102 0001.08 21175.000 BDAY| 0.50000 10587.50| 0.50000 10587.50| BARRICADE, TYPE II | | | 0103 0001.10 8846.000 BDAY| 0.85000 7519.10| 4.00000 35384.00| BARRICADE, TYPE III | | | 0104 0001.75 420.000 EACH| 4.98000 2091.60| 5.25000 2205.00| TEMPORARY SIGN DAY | | | 0105 0001.90 9195.000 EACH| 0.50000 4597.50| 0.80000 7356.00| SIGN DAY | | | 0106 0001.99 3354.000 EACH| 1.20000 4024.80| 3.75000 12577.50| CONTRACTOR FURNISHED SIGN DAY | | | 0107 0003.10 70.000 DAY | 193.45000 13541.50| 250.00000 17500.00| FLAGGING | | | 0108 0003.20 35.000 DAY | 250.71000 8774.85| 350.00000 12250.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0109 0005.10 83.000 DAY | 100.00000 8300.00| 165.00000 13695.00| TRAFFIC CONTROL MANAGEMENT | | | 0110 0010.04 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| FIELD OFFICE | | | 0111 0030.00 LUMP| 553.20000 553.20| 15000.00000 15000.00| MOBILIZATION | | | 0112 9110.01 70.000 HOUR| 60.56000 4239.20| 55.00000 3850.00| RENTAL OF LOADER, FULLY OPERATED | | | 0113 9110.02 20.000 HOUR| 55.77000 1115.40| 55.00000 1100.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0114 9110.03 70.000 HOUR| 48.60000 3402.00| 40.00000 2800.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0115 9110.06 50.000 HOUR| 49.65000 2482.50| 40.00000 2000.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0116 9110.07 70.000 HOUR| 46.64000 3264.80| 40.00000 2800.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 78,493.95| $ 142,605.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,426,138.51| $ 2,547,440.76| $ ====================================================================================================================================
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