|
Contract Letting August 16, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
CONTRACT DESCRIPTION :
I-80, CAPEHART BRIDGE
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2817 MCC, L.L.C. $ 886,338.99 100.0000%
2 0805 A. M. COHRON & SON, INC. $ 990,706.97 111.7751%
3 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 1,052,800.69 118.7808%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
====================================================================================================================================
|(1) 2817 |(2) 0805 |(3) 0103
|MCC, L.L.C. |COHRON & SON, INC./A. M. |VRANA & SON 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 L020.00 14400.000 SY | 1.31000 18864.00| 1.23000 17712.00| 1.50000 21600.00
EROSION CONTROL | | |
0002 L022.11 2837.000 LF | 2.00000 5674.00| 2.50000 7092.50| 2.10000 5957.70
FABRIC SILT FENCE-LOW POROSITY | | |
0003 0030.10 LUMP| 7500.00000 7500.00| 4800.00000 4800.00| 8000.00000 8000.00
MOBILIZATION | | |
0004 1000.00 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 350.00000 700.00
LARGE TREE REMOVAL | | |
0005 1009.00 LUMP| 1260.00000 1260.00| 1200.00000 1200.00| 2000.00000 2000.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 110.000 MGAL| 3.00000 330.00| 3.00000 330.00| 3.20000 352.00
WATER | | |
0007 1012.00 10.000 EACH| 73.50000 735.00| 70.00000 700.00| 80.00000 800.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 11087.000 CY | 4.85000 53771.95| 4.59000 50889.33| 5.00000 55435.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1102.00 1111.000 SY | 3.15000 3499.65| 3.00000 3333.00| 3.50000 3888.50
REMOVE ASPHALT SURFACE | | |
0010 7017.00 1612.500 LF | 1.50000 2418.75| 1.00000 1612.50| 2.00000 3225.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 94,653.35| $ 88,269.33| $ 101,958.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0011 0030.10 LUMP| 2500.00000 2500.00| 15000.00000 15000.00| 10000.00000 10000.00
MOBILIZATION | | |
0012 4095.00 3877.000 SF | 17.85000 69204.45| 17.50000 67847.50| 19.70000 76376.90
CONCRETE FACE PANELS | | |
0013 4095.10 306.000 LF | 23.00000 7038.00| 15.60000 4773.60| 16.00000 4896.00
CONCRETE LEVELING PADS | | |
0014 4095.20 314.000 LF | 60.00000 18840.00| 88.00000 27632.00| 62.60000 19656.40
COPING | | |
0015 4350.24 374.000 LF | 12.25000 4581.50| 16.80000 6283.20| 26.50000 9911.00
24" CORRUGATED METAL PIPE | | |
0016 8024.75 2873.000 CY | 20.50000 58896.50| 18.25000 52432.25| 23.50000 67515.50
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
====================================================================================================================================
|(1) 2817 |(2) 0805 |(3) 0103
|MCC, L.L.C. |COHRON & SON, INC./A. M. |VRANA & SON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 161,060.45| $ 173,968.55| $ 188,355.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERT
| | |
0017 P402.18 118.000 LF | 26.00000 3068.00| 45.60000 5380.80| 30.00000 3540.00
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0018 0030.40 LUMP| 1500.00000 1500.00| 2800.00000 2800.00| 2600.00000 2600.00
MOBILIZATION | | |
0019 4040.00 4.000 EACH| 50.00000 200.00| 235.00000 940.00| 250.00000 1000.00
REMOVE HEADWALLS FROM CULVERTS | | |
0020 4043.50 96.000 LF | 10.00000 960.00| 12.00000 1152.00| 25.00000 2400.00
REMOVE SEWER PIPE | | |
0021 4050.01 513.000 CY | 2.50000 1282.50| 14.40000 7387.20| 13.00000 6669.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0022 4105.59 7.200 CY | 450.00000 3240.00| 506.00000 3643.20| 550.00000 3960.00
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0023 4107.07 1.080 CY | 700.00000 756.00| 571.00000 616.68| 1000.00000 1080.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0024 4155.50 464.000 LB | 1.00000 464.00| 0.98000 454.72| 0.70000 324.80
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0025 4157.00 86.000 LB | 1.00000 86.00| 1.06000 91.16| 0.70000 60.20
REINFORCING STEEL FOR COLLARS | | |
0026 4600.18 114.000 LF | 40.00000 4560.00| 39.00000 4446.00| 40.00000 4560.00
18" REINFORCED CONCRETE SEWER PIPE | | |
SECTION TOTALS | $ 16,116.50| $ 26,911.76| $ 26,194.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 103+08.12 ALT AA1
TWO 119'-0" SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0027 0030.60 LUMP| 47500.00000 47500.00| 54000.00000 54000.00| 62000.00000 62000.00
MOBILIZATION | | |
0028 3050.16 128.300 CY | 195.00000 25018.50| 207.00000 26558.10| 230.00000 29509.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-5000 | | |
0029 3051.10 14840.000 LB | 0.60000 8904.00| 0.66000 9794.40| 0.70000 10388.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
====================================================================================================================================
|(1) 2817 |(2) 0805 |(3) 0103
|MCC, L.L.C. |COHRON & SON, INC./A. M. |VRANA & SON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0030 6000.10 5.000 LS | 2600.00000 2600.00| 1500.00000 1500.00| 1980.00000 1980.00
ABUTMENT NO.1 EXCAVATION | | |
0031 6000.11 5.000 LS | 2600.00000 2600.00| 1500.00000 1500.00| 1980.00000 1980.00
ABUTMENT NO.2 EXCAVATION | | |
0032 6000.20 105.000 LS | 7000.00000 7000.00| 6000.00000 6000.00| 2700.00000 2700.00
PIER NO.1 EXCAVATION | | |
0033 6005.35 62.700 LF | 41.00000 2570.70| 45.00000 2821.50| 50.00000 3135.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0034 6005.78 8.000 EACH| 555.00000 4440.00| 620.00000 4960.00| 710.00000 5680.00
EXPANSION BEARING, TFE TYPE | | |
0035 6005.83 8.000 EACH| 92.00000 736.00| 440.00000 3520.00| 230.00000 1840.00
FIXED BEARING | | |
0036 6010.22 147.600 CY | 340.00000 50184.00| 410.00000 60516.00| 358.00000 52840.80
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0037 6010.28 250.500 CY | 295.00000 73897.50| 390.00000 97695.00| 348.00000 87174.00
CLASS 47BD-5000 CONCRETE FOR BRIDGE | | |
0038 6011.11 170.200 LS | 124000.00000 124000.00| 160000.00000 160000.00| 143400.00000 143400.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 103+08.12 | | |
0039 6040.00 1.000 EACH| 35000.00000 35000.00| 30000.00000 30000.00| 53800.00000 53800.00
REMOVE STRUCTURE AT STA. 103+02.12 | | |
0040 6080.00 405.000 LB | 1.05000 425.25| 1.80000 729.00| 5.20000 2106.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0041 6095.00 6.000 EACH| 535.00000 3210.00| 730.00000 4380.00| 659.00000 3954.00
STEEL DIAPHRAGM | | |
0042 6131.50 61685.000 LB | 0.65000 40095.25| 0.65000 40095.25| 0.70000 43179.50
EPOXY COATED REINFORCING STEEL | | |
0043 6139.50 54.500 SY | 20.00000 1090.00| 24.00000 1308.00| 27.10000 1476.95
SUBSURFACE DRAINAGE MATTING | | |
0044 6210.12 960.000 LF | 13.00000 12480.00| 16.00000 15360.00| 18.60000 17856.00
HP 10"X42# STEEL PILING | | |
0045 6210.14 1555.000 LF | 15.30000 23791.50| 18.00000 27990.00| 21.20000 32966.00
HP 12"X53# STEEL PILING | | |
0046 6251.00 3.000 EACH| 3000.00000 9000.00| 1850.00000 5550.00| 3850.00000 11550.00
TEST PILE | | |
0047 8091.00 218.400 CY | 13.50000 2948.40| 22.00000 4804.80| 37.50000 8190.00
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
====================================================================================================================================
|(1) 2817 |(2) 0805 |(3) 0103
|MCC, L.L.C. |COHRON & SON, INC./A. M. |VRANA & SON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 477,491.10| $ 559,082.05| $ 577,705.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 103+08.12 ALT AA2
TWO 119'-0" SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0048 0030.60 LUMP| | |
MOBILIZATION | | |
0049 3050.15 128.300 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0050 3051.10 14840.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0051 6000.10 5.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0052 6000.11 5.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0053 6000.20 105.000 LS | | |
PIER NO.1 EXCAVATION | | |
0054 6005.35 62.700 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0055 6005.78 6.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0056 6005.83 3.000 EACH| | |
FIXED BEARING | | |
0057 6010.22 141.000 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0058 6010.26 261.400 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0059 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 103+02.12 | | |
0060 6071.11 248255.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 103+08.12 | | |
0061 6080.00 405.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0062 6131.50 60090.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0063 6139.50 52.000 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0064 6210.12 960.000 LF | | |
HP 10"X42# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
====================================================================================================================================
|(1) 2817 |(2) 0805 |(3) 0103
|MCC, L.L.C. |COHRON & SON, INC./A. M. |VRANA & SON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 6210.14 1415.000 LF | | |
HP 12"X53# STEEL PILING | | |
0066 6251.00 3.000 EACH| | |
TEST PILE | | |
0067 6951.12 1458.000 EACH| | |
SHEAR CONNECTORS | | |
0068 8091.00 210.000 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0069 0003.58 2.000 EACH| 3360.00000 6720.00| 3200.00000 6400.00| 2500.00000 5000.00
INERTIAL BARRIER SYSTEM | | |
0070 0030.70 LUMP| 0.01000 0.01| 825.00000 825.00| 500.00000 500.00
MOBILIZATION | | |
0071 7011.20 312.500 LF | 14.00000 4375.00| 14.00000 4375.00| 15.50000 4843.75
W-BEAM GUARDRAIL | | |
0072 7020.00 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1300.00000 5200.00
BRIDGE APPROACH SECTIONS | | |
0073 7021.58 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1500.00000 6000.00
GUARDRAIL END TREATMENT, SRT-75 | | |
SECTION TOTALS | $ 21,495.01| $ 22,000.00| $ 21,543.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0074 0030.90 LUMP| 0.01000 0.01| 2000.00000 2000.00| 5000.00000 5000.00
MOBILIZATION | | |
0075 1020.03 88.000 EACH| 18.00000 1584.00| 16.78000 1476.64| 13.00000 1144.00
DELINEATOR, TYPE III | | |
0076 1020.20 24.000 EACH| 5.25000 126.00| 5.00000 120.00| 20.00000 480.00
INSTALL CHEVRONS | | |
0077 2001.03 939.000 TON | 11.00000 10329.00| 14.00000 13146.00| 15.70000 14742.30
GRAVEL SURFACE COURSE | | |
0078 2009.10 23.890 STA | 105.00000 2508.45| 175.00000 4180.75| 261.00000 6235.29
GRAVEL EMBEDMENT | | |
0079 9009.88 1111.000 SY | 26.00000 28886.00| 20.35000 22608.85| 25.40000 28219.40
SURFACING 10" | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
====================================================================================================================================
|(1) 2817 |(2) 0805 |(3) 0103
|MCC, L.L.C. |COHRON & SON, INC./A. M. |VRANA & SON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 43,433.46| $ 43,532.24| $ 55,820.99
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0080 0001.08 2860.000 BDAY| 0.50000 1430.00| 0.50000 1430.00| 0.50000 1430.00
BARRICADE, TYPE II | | |
0081 0001.10 5030.000 BDAY| 1.66000 8349.80| 1.58000 7947.40| 2.30000 11569.00
BARRICADE, TYPE III | | |
0082 0001.30 2668.000 LDAY| 1.34000 3575.12| 1.58000 4215.44| 1.10000 2934.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0083 0001.75 1114.000 EACH| 3.15000 3509.10| 3.00000 3342.00| 2.10000 2339.40
TEMPORARY SIGN DAY | | |
0084 0001.90 9990.000 EACH| 0.19000 1898.10| 0.18000 1798.20| 0.25000 2497.50
SIGN DAY | | |
0085 0002.30 4500.000 LF | 0.25000 1125.00| 0.24000 1080.00| 0.35000 1575.00
PAVEMENT MARKING REMOVAL | | |
0086 0002.44 5400.000 LF | 0.13000 702.00| 0.12000 648.00| 0.25000 1350.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0087 0002.47 2700.000 LF | 0.11000 297.00| 0.10000 270.00| 0.25000 675.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0088 0002.52 180.000 EACH| 1.60000 288.00| 1.50000 270.00| 3.50000 630.00
TEMPORARY PAVEMENT MARKING, TYPE RPM | | |
0089 0002.97 54.000 DAY | 100.00000 5400.00| 48.00000 2592.00| 150.00000 8100.00
FLASHING ARROW PANEL | | |
0090 0003.10 20.000 DAY | 170.00000 3400.00| 180.00000 3600.00| 223.10000 4462.00
FLAGGING | | |
0091 0003.51 1000.000 LF | 10.00000 10000.00| 16.00000 16000.00| 13.60000 13600.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0092 0003.56 1000.000 LF | 1.40000 1400.00| 6.00000 6000.00| 5.50000 5500.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0093 0003.58 4.000 EACH| 3360.00000 13440.00| 3200.00000 12800.00| 2050.00000 8200.00
INERTIAL BARRIER SYSTEM | | |
0094 0003.64 5.000 EACH| 400.00000 2000.00| 400.00000 2000.00| 500.00000 2500.00
REPLACEMENT MODULE | | |
0095 0010.04 1.000 EACH| 5000.00000 5000.00| 1500.00000 1500.00| 3060.00000 3060.00
FIELD OFFICE | | |
0096 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0097 0030.00 LUMP| 525.00000 525.00| 1000.00000 1000.00| 1000.00000 1000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2929 COUNTIES : SARPY
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(811)
====================================================================================================================================
|(1) 2817 |(2) 0805 |(3) 0103
|MCC, L.L.C. |COHRON & SON, INC./A. M. |VRANA & SON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0098 7320.60 2.000 EACH| 950.00000 1900.00| 2500.00000 5000.00| 150.00000 300.00
ROUTE MARKER ASSEMBLY | | |
0099 9110.01 30.000 HOUR| 90.00000 2700.00| 65.00000 1950.00| 110.00000 3300.00
RENTAL OF LOADER, FULLY OPERATED | | |
0100 9110.03 30.000 HOUR| 55.00000 1650.00| 50.00000 1500.00| 80.00000 2400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0101 9110.07 30.000 HOUR| 90.00000 2700.00| 40.00000 1200.00| 100.00000 3000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 72,089.12| $ 76,943.04| $ 81,222.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 886,338.99| $ 990,706.97| $ 1,052,800.69
====================================================================================================================================