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| $
====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts
Section with your questions/comments.
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Construction
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