|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
CONTRACT DESCRIPTION :
ON N-10, PLEASANTON NORTH & SOUTH.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1730 WILKE CONTRACTING CORPORATION $ 2,350,966.51 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 2,405,008.23 102.2987%
3 2017 BRB CONTRACTORS, INC. $ 2,646,541.43 112.5724%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 8081.000 m2 | 1.79000 14464.99| 1.43000 11555.83| 1.79000 14464.99
EROSION CONTROL | | |
0002 L022.11 335.000 m | 8.47000 2837.45| 8.20000 2747.00| 8.47000 2837.45
FABRIC SILT FENCE-LOW POROSITY | | |
0003 0030.10 LUMP| 9500.00000 9500.00| 17100.00000 17100.00| 1500.00000 1500.00
MOBILIZATION | | |
0004 1009.00 LUMP| 1250.00000 1250.00| 1500.00000 1500.00| 1500.00000 1500.00
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 243.000 kL | 5.00000 1215.00| 3.00000 729.00| 3.00000 729.00
WATER | | |
0006 1012.00 3.000 EACH| 135.00000 405.00| 60.00000 180.00| 60.00000 180.00
RIGHT-OF-WAY MARKERS | | |
0007 1030.00 6065.000 m3 | 12.35000 74902.75| 8.75000 53068.75| 8.75000 53068.75
EARTHWORK MEASURED IN EMBANKMENT | | |
0008 1033.00 0.930 StaM| 2950.00000 2743.50| 3000.00000 2790.00| 3000.00000 2790.00
ROADWAY GRADING | | |
0009 1101.00 758.800 m2 | 6.90000 5235.72| 8.00000 6070.40| 10.00000 7588.00
REMOVE PAVEMENT | | |
0010 1120.00 1.000 EACH| 820.00000 820.00| 1500.00000 1500.00| 3400.00000 3400.00
REMOVE DISCHARGE STRUCTURE | | |
0011 1305.42 75.000 m | 150.00000 11250.00| 220.36000 16527.00| 220.36000 16527.00
1050 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE | | |
0012 4100.06 9.800 m3 | 725.00000 7105.00| 1500.00000 14700.00| 600.00000 5880.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0013 4150.00 774.000 kg | 2.00000 1548.00| 2.50000 1935.00| 3.10000 2399.40
REINFORCING STEEL FOR HEADWALL | | |
0014 7017.00 299.100 m | 5.00000 1495.50| 7.22000 2159.50| 7.22000 2159.50
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 134,772.91| $ 132,562.48| $ 115,024.09
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 103+17.3
2-34.29 M & 1-41.148 M SPAN STEEL GIRDER BR. WIDEN & REDECK
| | |
0015 0030.60 LUMP| 75000.00000 75000.00| 87000.00000 87000.00| 85000.00000 85000.00
MOBILIZATION | | |
0016 1010.01 5.000 m3 | 25.00000 125.00| 25.00000 125.00| 60.00000 300.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 1043.50 321.500 m2 | 2.50000 803.75| 2.50000 803.75| 3.00000 964.50
RIPRAP FILTER FABRIC | | |
0018 3050.15 162.400 m3 | 350.00000 56840.00| 310.00000 50344.00| 340.00000 55216.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0019 3051.10 10069.000 kg | 1.25000 12586.25| 1.65000 16613.85| 1.70000 17117.30
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0020 6000.10 60.000 LS | 15000.00000 15000.00| 15000.00000 15000.00| 6000.00000 6000.00
ABUTMENT NO.1 EXCAVATION | | |
0021 6000.11 36.000 LS | 15000.00000 15000.00| 15000.00000 15000.00| 6000.00000 6000.00
ABUTMENT NO.2 EXCAVATION | | |
0022 6000.20 36.000 LS | 35000.00000 35000.00| 35000.00000 35000.00| 24000.00000 24000.00
PIER NO.1 EXCAVATION | | |
0023 6000.21 65.000 LS | 35000.00000 35000.00| 35000.00000 35000.00| 24000.00000 24000.00
PIER NO.2 EXCAVATION | | |
0024 6005.60 8.000 EACH| 1600.00000 12800.00| 1600.00000 12800.00| 1100.00000 8800.00
ELASTOMERIC BEARING | | |
0025 6010.22 136.200 m3 | 425.00000 57885.00| 425.00000 57885.00| 590.00000 80358.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0026 6010.26 399.000 m3 | 425.00000 169575.00| 425.00000 169575.00| 600.00000 239400.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0027 6030.00 1.000 EACH| 211400.00000 211400.00| 211400.00000 211400.00| 44000.00000 44000.00
PREPARATION OF BRIDGE AT STA. 103+17.30 | | |
0028 6071.11 63445.000 LS | 212000.00000 212000.00| 212000.00000 212000.00| 210000.00000 210000.00
STEEL SUPERSTRUCTURE AT STA. 103+17.30 | | |
0029 6080.00 430.000 kg | 6.00000 2580.00| 6.00000 2580.00| 9.00000 3870.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0030 6105.03 386.000 Mg | 50.00000 19300.00| 50.00000 19300.00| 55.00000 21230.00
ROCK RIPRAP, TYPE C | | |
0031 6131.50 71121.000 kg | 1.20000 85345.20| 1.20000 85345.20| 2.00000 142242.00
EPOXY COATED REINFORCING STEEL | | |
0032 6200.00 308.200 m | 75.00000 23115.00| 75.00000 23115.00| 125.00000 38525.00
CONCRETE PILING | | |
SECTION TOTALS | $ 1,039,355.20| $ 1,048,886.80| $ 1,007,022.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6A BRIDGE AT STA. 104+92.25
1-7.315 M SPAN CONCRETE SLAB BRIDGE - WIDEN & REDECK
| | |
0033 0030.60 LUMP| 14000.00000 14000.00| 24500.00000 24500.00| 60000.00000 60000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 1010.01 5.000 m3 | 100.00000 500.00| 100.00000 500.00| 50.00000 250.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0035 3050.15 18.700 m3 | 390.00000 7293.00| 390.00000 7293.00| 400.00000 7480.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0036 3051.10 762.000 kg | 1.32000 1005.84| 1.32000 1005.84| 1.80000 1371.60
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0037 6000.10 40.000 LS | 6500.00000 6500.00| 6500.00000 6500.00| 14000.00000 14000.00
ABUTMENT NO.1 EXCAVATION | | |
0038 6000.11 40.000 LS | 6500.00000 6500.00| 6500.00000 6500.00| 14000.00000 14000.00
ABUTMENT NO.2 EXCAVATION | | |
0039 6010.22 83.600 m3 | 430.00000 35948.00| 430.00000 35948.00| 780.00000 65208.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0040 6010.26 99.300 m3 | 430.00000 42699.00| 430.00000 42699.00| 520.00000 51636.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0041 6030.00 1.000 EACH| 18000.00000 18000.00| 18000.00000 18000.00| 16000.00000 16000.00
PREPARATION OF BRIDGE AT STA. 104+92.25 | | |
0042 6131.50 11295.000 kg | 1.32000 14909.40| 1.32000 14909.40| 2.00000 22590.00
EPOXY COATED REINFORCING STEEL | | |
0043 6200.00 130.800 m | 91.00000 11902.80| 91.00000 11902.80| 120.00000 15696.00
CONCRETE PILING | | |
0044 6310.00 187.000 m2 | 142.00000 26554.00| 142.00000 26554.00| 160.00000 29920.00
STEEL SHEET PILING | | |
0045 6404.15 31.030 m | 189.00000 5864.67| 189.00000 5864.67| 160.00000 4964.80
1.5 m PEDESTRIAN RAILING (CHAIN LINK | | |
TYPE) | | |
0046 6601.15 9.915 m | 77.00000 763.46| 77.00000 763.46| 55.00000 545.33
38 mm CONDUIT IN BRIDGE | | |
SECTION TOTALS | $ 192,440.17| $ 202,940.17| $ 303,661.73
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6B BRIDGE AT STA. 106+70.95
2-6.48 M & 1-8.99M SPANS CONT CONC SLAB BR. WIDEN & OVERLAY
| | |
0047 0030.60 LUMP| 16000.00000 16000.00| 16000.00000 16000.00| 88000.00000 88000.00
MOBILIZATION | | |
0048 1010.01 5.000 m3 | 100.00000 500.00| 100.00000 500.00| 55.00000 275.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0049 3050.15 144.000 m3 | 390.00000 56160.00| 310.00000 44640.00| 320.00000 46080.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 3051.10 8983.000 kg | 1.32000 11857.56| 1.65000 14821.95| 1.65000 14821.95
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0051 6000.10 30.000 LS | 9000.00000 9000.00| 9000.00000 9000.00| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0052 6000.11 30.000 LS | 9000.00000 9000.00| 9000.00000 9000.00| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0053 6000.20 40.000 LS | 14000.00000 14000.00| 14000.00000 14000.00| 17000.00000 17000.00
PIER NO.1 EXCAVATION | | |
0054 6000.21 40.000 LS | 14000.00000 14000.00| 14000.00000 14000.00| 17000.00000 17000.00
PIER NO.2 EXCAVATION | | |
0055 6007.01 297.700 m2 | 42.00000 12503.40| 42.00000 12503.40| 20.00000 5954.00
CLASS I REPAIR | | |
0056 6007.02 59.500 m2 | 133.00000 7913.50| 133.00000 7913.50| 170.00000 10115.00
CLASS II REPAIR | | |
0057 6007.03 5.000 m2 | 185.00000 925.00| 185.00000 925.00| 360.00000 1800.00
CLASS III REPAIR | | |
0058 6008.40 297.700 m2 | 40.00000 11908.00| 40.00000 11908.00| 40.00000 11908.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0059 6010.22 48.800 m3 | 460.00000 22448.00| 460.00000 22448.00| 670.00000 32696.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0060 6010.26 51.700 m3 | 460.00000 23782.00| 460.00000 23782.00| 740.00000 38258.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0061 6016.02 17.400 m3 | 510.00000 8874.00| 510.00000 8874.00| 800.00000 13920.00
CONCRETE FOR OVERLAYS-SF | | |
0062 6030.00 1.000 EACH| 21000.00000 21000.00| 21000.00000 21000.00| 23000.00000 23000.00
PREPARATION OF BRIDGE AT STA. 106+70.95 | | |
0063 6080.00 359.700 kg | 6.20000 2230.14| 6.20000 2230.14| 9.00000 3237.30
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0064 6131.50 10358.000 kg | 1.33000 13776.14| 1.33000 13776.14| 2.00000 20716.00
EPOXY COATED REINFORCING STEEL | | |
0065 6200.00 344.000 m | 99.00000 34056.00| 99.00000 34056.00| 105.00000 36120.00
CONCRETE PILING | | |
SECTION TOTALS | $ 289,933.74| $ 281,378.13| $ 400,901.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6C BRIDGE AT STA. 107+98.90
2-7.24 & 1-9.91 M SPANS CONT CONC SLAB BR. WIDEN & OVERLAY
| | |
0066 0030.60 LUMP| 16000.00000 16000.00| 26000.00000 26000.00| 88000.00000 88000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 1010.01 5.000 m3 | 100.00000 500.00| 100.00000 500.00| 55.00000 275.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0068 3050.15 140.100 m3 | 390.00000 54639.00| 310.00000 43431.00| 320.00000 44832.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0069 3051.10 8983.000 kg | 1.32000 11857.56| 1.65000 14821.95| 1.65000 14821.95
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0070 6000.10 30.000 LS | 9000.00000 9000.00| 9000.00000 9000.00| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0071 6000.11 30.000 LS | 9000.00000 9000.00| 9000.00000 9000.00| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0072 6000.20 20.000 LS | 14000.00000 14000.00| 14000.00000 14000.00| 17000.00000 17000.00
PIER NO.1 EXCAVATION | | |
0073 6000.21 20.000 LS | 14000.00000 14000.00| 14000.00000 14000.00| 17000.00000 17000.00
PIER NO.2 EXCAVATION | | |
0074 6007.01 330.000 m2 | 42.00000 13860.00| 42.00000 13860.00| 20.00000 6600.00
CLASS I REPAIR | | |
0075 6007.02 66.000 m2 | 130.00000 8580.00| 130.00000 8580.00| 170.00000 11220.00
CLASS II REPAIR | | |
0076 6007.03 5.000 m2 | 190.00000 950.00| 190.00000 950.00| 350.00000 1750.00
CLASS III REPAIR | | |
0077 6008.40 330.000 m2 | 42.00000 13860.00| 42.00000 13860.00| 40.00000 13200.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0078 6010.22 52.100 m3 | 466.00000 24278.60| 466.00000 24278.60| 670.00000 34907.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0079 6010.26 81.200 m3 | 428.00000 34753.60| 428.00000 34753.60| 740.00000 60088.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0080 6016.02 19.100 m3 | 510.00000 9741.00| 510.00000 9741.00| 800.00000 15280.00
CONCRETE FOR OVERLAYS-SF | | |
0081 6030.00 1.000 EACH| 20000.00000 20000.00| 30000.00000 30000.00| 20000.00000 20000.00
PREPARATION OF BRIDGE AT STA. 107+98.90 | | |
0082 6080.00 297.900 kg | 6.20000 1846.98| 6.20000 1846.98| 9.00000 2681.10
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0083 6131.50 12108.000 kg | 1.33000 16103.64| 1.33000 16103.64| 2.00000 24216.00
EPOXY COATED REINFORCING STEEL | | |
0084 6200.00 246.600 m | 91.00000 22440.60| 91.00000 22440.60| 105.00000 25893.00
CONCRETE PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 295,410.98| $ 307,167.37| $ 417,764.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0085 0030.70 LUMP| 1000.00000 1000.00| 720.00000 720.00| 720.00000 720.00
MOBILIZATION | | |
0086 7011.20 345.640 m | 41.68000 14406.28| 41.68000 14406.28| 41.68000 14406.28
W-BEAM GUARDRAIL | | |
0087 7020.00 14.000 EACH| 1007.00000 14098.00| 1006.57000 14091.98| 1006.57000 14091.98
BRIDGE APPROACH SECTIONS | | |
0088 7024.27 8.000 EACH| 1475.00000 11800.00| 1474.00000 11792.00| 1474.00000 11792.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 41,304.28| $ 41,010.26| $ 41,010.26
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
0089 A001.12 1.000 EACH| 350.00000 350.00| 425.00000 425.00| 393.00000 393.00
PULL BOX, TYPE PB-5 | | |
0090 A009.14 3.000 EACH| 2100.00000 6300.00| 1875.00000 5625.00| 2075.00000 6225.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0091 A020.10 1.000 EACH| 1500.00000 1500.00| 1310.00000 1310.00| 1048.00000 1048.00
LIGHTING CONTROL CENTER, TYPE D | | |
0092 A070.10 67.000 m | 7.50000 502.50| 6.10000 408.70| 12.00000 804.00
38 mm CONDUIT IN TRENCH | | |
0093 A072.10 26.000 m | 7.50000 195.00| 7.10000 184.60| 14.00000 364.00
38 mm CONDUIT UNDER ROADWAY | | |
0094 A074.12 25.000 m | 45.00000 1125.00| 45.00000 1125.00| 45.00000 1125.00
38 mm CONDUIT, JACKED | | |
0095 A080.22 127.000 m | 1.60000 203.20| 1.10000 139.70| 1.60000 203.20
STREET LIGHTING CABLE, NO. 6 BARE | | |
0096 A080.24 254.000 m | 2.25000 571.50| 1.40000 355.60| 2.25000 571.50
STREET LIGHTING CABLE, NO. 6 USE | | |
0097 0030.81 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 2000.00000 2000.00
MOBILIZATION | | |
SECTION TOTALS | $ 13,247.20| $ 11,073.60| $ 12,733.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0098 0002.55 12.000 StaM| 72.00000 864.00| 26.00000 312.00| 72.00000 864.00
OVERLAY BROKEN LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0099 0002.60 24.000 StaM| 72.00000 1728.00| 29.00000 696.00| 72.00000 1728.00
OVERLAY SOLID LINES | | |
0100 0030.90 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 30000.00000 30000.00
MOBILIZATION | | |
0101 2001.00 25.000 m3 | 14.00000 350.00| 35.00000 875.00| 28.00000 700.00
GRAVEL SURFACE COURSE | | |
0102 7502.04 35.000 m | 6.38000 223.30| 6.20000 217.00| 6.38000 223.30
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0103 7503.04 4100.000 m | 6.72000 27552.00| 6.20000 25420.00| 6.72000 27552.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0104 7509.04 275.000 m | 20.20000 5555.00| 16.80000 4620.00| 20.20000 5555.00
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0105 9005.00 50.000 Mg | 58.00000 2900.00| 58.00000 2900.00| 58.00000 2900.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(12.5) | | |
0106 9005.35 1800.000 Mg | 41.00000 73800.00| 41.00000 73800.00| 41.00000 73800.00
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0107 9021.01 99.900 Mg | 64.22000 6415.58| 195.00000 19480.50| 195.00000 19480.50
PERFORMANCE GRADED BINDER (64-22) | | |
0108 9053.00 5280.000 L | 1.95000 10296.00| 0.35000 1848.00| 0.35000 1848.00
TACK COAT | | |
0109 9111.00 56.000 kL | 0.35000 19.60| 3.50000 196.00| 3.00000 168.00
WATER | | |
0110 9170.00 9.285 StaM| 2950.00000 27390.75| 192.00000 1782.72| 194.89000 1809.55
EARTH SHOULDER CONSTRUCTION | | |
0111 9173.20 2080.000 m2 | 3.75000 7800.00| 3.75000 7800.00| 3.75000 7800.00
SUBGRADE PREPARATION | | |
0112 9179.23 4.252 StaM| 1400.00000 5952.80| 1500.00000 6378.00| 1350.00000 5740.20
COLD MILLING, CLASS 3 | | |
0113 9188.50 1230.000 m2 | 33.00000 40590.00| 33.00000 40590.00| 33.00000 40590.00
SURFACING UNDER GUARDRAIL | | |
0114 9300.50 4.250 LS | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 243,437.03| $ 228,915.22| $ 222,758.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0115 0001.08 5792.000 BDAY| 0.50000 2896.00| 0.50000 2896.00| 0.50000 2896.00
BARRICADE, TYPE II | | |
0116 0001.10 2632.000 BDAY| 2.00000 5264.00| 1.85000 4869.20| 2.00000 5264.00
BARRICADE, TYPE III | | |
0117 0001.30 880.000 LDAY| 0.60000 528.00| 2.05000 1804.00| 0.60000 528.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0118 0001.75 168.000 EACH| 8.00000 1344.00| 4.00000 672.00| 18.00000 3024.00
TEMPORARY SIGN DAY | | |
0119 0001.90 10920.000 EACH| 0.40000 4368.00| 0.40000 4368.00| 0.40000 4368.00
SIGN DAY | | |
0120 0002.30 825.000 m | 1.50000 1237.50| 2.80000 2310.00| 1.50000 1237.50
PAVEMENT MARKING REMOVAL | | |
0121 0002.31 665.000 m | 1.50000 997.50| 3.00000 1995.00| 1.50000 997.50
TEMPORARY PAVEMENT MARKING | | |
0122 0002.47 300.000 m | 3.00000 900.00| 1.70000 510.00| 3.00000 900.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0123 0003.10 86.000 DAY | 175.00000 15050.00| 175.00000 15050.00| 250.00000 21500.00
FLAGGING | | |
0124 0003.51 350.000 m | 52.00000 18200.00| 36.00000 12600.00| 35.00000 12250.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0125 0003.56 950.000 m | 14.00000 13300.00| 6.00000 5700.00| 6.00000 5700.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0126 0003.70 8.000 EACH| 400.00000 3200.00| 500.00000 4000.00| 400.00000 3200.00
TEMPORARY RUMBLE STRIP | | |
0127 0003.75 2.000 EACH| 8400.00000 16800.00| 10000.00000 20000.00| 8100.00000 16200.00
TEMPORARY TRAFFIC SIGNAL | | |
0128 0005.10 320.000 DAY | 2.75000 880.00| 125.00000 40000.00| 100.00000 32000.00
TRAFFIC CONTROL MANAGEMENT | | |
0129 0010.04 1.000 EACH| 3500.00000 3500.00| 6000.00000 6000.00| 4000.00000 4000.00
FIELD OFFICE | | |
0130 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0131 0030.00 LUMP| 7000.00000 7000.00| 22000.00000 22000.00| 6000.00000 6000.00
MOBILIZATION | | |
0132 9110.01 20.000 HOUR| 70.00000 1400.00| 80.00000 1600.00| 70.00000 1400.00
RENTAL OF LOADER, FULLY OPERATED | | |
0133 9110.02 20.000 HOUR| 65.00000 1300.00| 75.00000 1500.00| 65.00000 1300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0134 9110.03 20.000 HOUR| 55.00000 1100.00| 60.00000 1200.00| 55.00000 1100.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F20 CONTRACT ID : 4502A1 COUNTIES : BUFFALO
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-BH-10-2(108)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 2017
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0135 9110.07 20.000 HOUR| 50.00000 1000.00| 60.00000 1200.00| 50.00000 1000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 101,065.00| $ 151,074.20| $ 125,665.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,350,966.51| $ 2,405,008.23| $ 2,646,541.43
====================================================================================================================================