|
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 2
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : 2131 COUNTIES : DOUGLAS
LETTING DATE : 06/26/08 DISTRICT : 2
CONTRACT DESCRIPTION : PROJECT(S) : NH-80-9(888)
I-80, RIVERVIEW BRIDGE, OMAHA
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 1,588,542.33 100.0000%
2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 2,498,136.30 157.2597%
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 200 -3
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2131 COUNTIES : DOUGLAS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( )
|HAWKINS CONSTRUCTION COMPAN |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 0030.10 LUMP| 2655.00000 2655.00| 4425.00000 4425.00|
MOBILIZATION | | |
0002 1009.00 LUMP| 3924.00000 3924.00| 14550.00000 14550.00|
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 4.000 MGAL| 11.00000 44.00| 11.00000 44.00|
WATER | | |
0004 1030.00 512.000 CY | 11.31000 5790.72| 35.00000 17920.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0005 1101.00 577.000 SY | 6.58000 3796.66| 9.50000 5481.50|
REMOVE PAVEMENT | | |
0006 1101.25 286.000 LF | 2.50000 715.00| 2.50000 715.00|
SAWING PAVEMENT | | |
0007 1107.00 57.000 SY | 5.77000 328.89| 7.50000 427.50|
REMOVE WALK | | |
0008 1109.20 183.000 LF | 6.80000 1244.40| 48.00000 8784.00|
REMOVE CONCRETE BARRIER | | |
0009 1111.00 144.000 LF | 3.46000 498.24| 6.00000 864.00|
REMOVE FENCE | | |
0010 1119.00 1.000 EACH| 201.00000 201.00| 550.00000 550.00|
REMOVE INLET | | |
0011 4002.00 125.000 LB | 1.94000 242.50| 3.00000 375.00|
CAST IRON COVER AND FRAME | | |
0012 4043.50 11.000 LF | 5.36000 58.96| 50.00000 550.00|
REMOVE SEWER PIPE | | |
0013 4105.59 4.950 CY | 369.19000 1827.49| 890.00000 4405.50|
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0014 4107.07 0.780 CY | 589.36000 459.70| 930.00000 725.40|
CLASS 47B-3000 CONCRETE FOR CONCRETE | | |
COLLARS | | |
0015 4155.50 236.000 LB | 0.92000 217.12| 2.00000 472.00|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0016 4157.00 74.000 LB | 0.81000 59.94| 3.00000 222.00|
REINFORCING STEEL FOR COLLARS | | |
0017 4600.12 14.000 LF | 28.96000 405.44| 87.00000 1218.00|
12" REINFORCED CONCRETE SEWER PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 200 -4
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2131 COUNTIES : DOUGLAS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( )
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4600.18 10.000 LF | 35.89000 358.90| 125.00000 1250.00|
18" REINFORCED CONCRETE SEWER PIPE | | |
0019 7017.00 438.000 LF | 3.12000 1366.56| 5.00000 2190.00|
REMOVE GUARDRAIL | | |
0020 7310.05 1.000 EACH| 277.00000 277.00| 3300.00000 3300.00|
REMOVE SIGN STRUCTURE | | |
0021 7390.10 1.000 EACH| 143.00000 143.00| 950.00000 950.00|
REMOVE SIGN, POST, AND FOOTING | | |
0022 A600.50 1.000 EACH| 202.00000 202.00| 185.00000 185.00|
REMOVE LUMINAIRE | | |
0023 L019.11 1739.000 SY | 1.40000 2434.60| 1.30000 2260.70|
EROSION CONTROL, CLASS 1B | | |
SECTION TOTALS | $ 27,251.12| $ 71,864.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0024 0030.30 LUMP| 3954.00000 3954.00| 5000.00000 5000.00|
MOBILIZATION | | |
0025 3008.05 69.000 EACH| 12.07000 832.83| 8.00000 552.00|
TIE BARS | | |
0026 3016.21 141.000 SY | 27.67000 3901.47| 47.00000 6627.00|
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
0027 3075.32 374.000 SY | 41.02000 15341.48| 52.00000 19448.00|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0028 6010.40 11.200 CY | 553.12000 6194.94| 1105.00000 12376.00|
CLASS 47BD-4000 CONCRETE FOR BARRIER | | |
0029 6131.61 3600.000 LB | 1.32000 4752.00| 1.10000 3960.00|
EPOXY COATED REINFORCING STEEL FOR | | |
BARRIER | | |
0030 7110.05 117.000 LF | 20.78000 2431.26| 19.00000 2223.00|
5 FOOT CHAIN-LINK FENCE | | |
0031 7115.05 4.000 EACH| 184.68000 738.72| 170.00000 680.00|
END POST FOR 5 FOOT CHAIN-LINK FENCE | | |
0032 9111.00 3.000 MGAL| 1.15000 3.45| 29.00000 87.00|
WATER | | |
0033 9170.00 4.616 STA | 461.70000 2131.21| 1050.00000 4846.80|
EARTH SHOULDER CONSTRUCTION | | |
0034 9173.20 374.000 SY | 2.20000 822.80| 22.00000 8228.00|
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 41,104.16| $ 64,027.80| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 903+46.22 1-182' SPAN, PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 200 -5
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2131 COUNTIES : DOUGLAS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( )
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 0030.60 LUMP| 135281.00000 135281.00| 190000.00000 190000.00|
MOBILIZATION | | |
0036 1043.50 5.300 SY | 2.66000 14.10| 17.00000 90.10|
RIPRAP FILTER FABRIC | | |
0037 3050.15 192.600 CY | 186.45000 35910.27| 325.00000 62595.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0038 3051.10 35446.000 LB | 1.46000 51751.16| 1.20000 42535.20|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0039 6000.10 930.000 LS | 9713.00000 9713.00| 21000.00000 21000.00|
ABUTMENT NO.1 EXCAVATION | | |
0040 6000.11 930.000 LS | 9713.00000 9713.00| 21000.00000 21000.00|
ABUTMENT NO.2 EXCAVATION | | |
0041 6005.37 86.000 LF | 49.87000 4288.82| 80.00000 6880.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT, | | |
TYPE B | | |
0042 6005.60 12.000 EACH| 742.18000 8906.16| 950.00000 11400.00|
ELASTOMERIC BEARING | | |
0043 6010.22 385.300 CY | 287.34000 110712.10| 475.00000 183017.50|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0044 6010.26 283.400 CY | 288.68000 81811.91| 735.00000 208299.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0045 6011.11 255.200 LS | 271496.00000 271496.00| 530000.00000 530000.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 903+46.22 | | |
0046 6040.00 1.000 EACH| 42346.00000 42346.00| 210000.00000 210000.00|
REMOVE STRUCTURE AT STA. 903+46.22 | | |
0047 6094.90 685.500 CY | 69.02000 47313.21| 84.00000 57582.00|
EXPANDED POLYSTYRENE GEOFOAM | | |
0048 6095.00 5.000 EACH| 648.23000 3241.15| 1200.00000 6000.00|
STEEL DIAPHRAGM | | |
0049 6131.50 99710.000 LB | 1.38000 137599.80| 1.20000 119652.00|
EPOXY COATED REINFORCING STEEL | | |
0050 6139.50 224.000 SY | 11.29000 2528.96| 20.50000 4592.00|
SUBSURFACE DRAINAGE MATTING | | |
0051 6210.14 5560.000 LF | 45.23000 251478.80| 45.00000 250200.00|
HP 12"X53# STEEL PILING | | |
0052 6401.00 223.000 LF | 45.63000 10175.49| 40.00000 8920.00|
PEDESTRIAN BARRIER RAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 200 -6
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2131 COUNTIES : DOUGLAS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( )
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 6404.00 221.000 LF | 86.13000 19034.73| 77.00000 17017.00|
PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
0054 6510.55 117.800 LS | 7564.00000 7564.00| 60000.00000 60000.00|
TEMPORARY BRIDGE SHORING | | |
0055 6510.60 222.900 LS | 85889.00000 85889.00| 151000.00000 151000.00|
BRIDGE SHORING | | |
0056 6601.15 336.000 LF | 16.16000 5429.76| 14.80000 4972.80|
1 1/2" CONDUIT IN BRIDGE | | |
0057 8091.00 414.900 CY | 21.24000 8812.48| 43.00000 17840.70|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,341,010.90| $ 2,184,593.30| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6A BRIDGE AT STA. 903+46.22 1-182' SPAN, WELDED PLATE STEEL GIRDER BRIDGE
| | |
0058 0030.60 LUMP| | |
MOBILIZATION | | |
0059 1043.50 5.300 SY | | |
RIPRAP FILTER FABRIC | | |
0060 3050.15 192.600 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0061 3051.10 35465.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0062 6000.10 930.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0063 6000.11 930.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0064 6005.37 86.000 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT, | | |
TYPE B | | |
0065 6005.60 10.000 EACH| | |
ELASTOMERIC BEARING | | |
0066 6010.22 386.900 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0067 6010.26 268.000 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0068 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 903+46.22 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 200 -7
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2131 COUNTIES : DOUGLAS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( )
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 6071.11 380147.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 903+46.22 | | |
0070 6094.90 689.000 CY | | |
EXPANDED POLYSTYRENE GEOFOAM | | |
0071 6131.50 99497.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0072 6139.50 224.000 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0073 6210.14 4600.000 LF | | |
HP 12"X53# STEEL PILING | | |
0074 6401.00 223.000 LF | | |
PEDESTRIAN BARRIER RAIL | | |
0075 6404.00 221.000 LF | | |
PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
0076 6510.55 117.800 LS | | |
TEMPORARY BRIDGE SHORING | | |
0077 6510.60 222.900 LS | | |
BRIDGE SHORING | | |
0078 6601.15 336.000 LF | | |
1 1/2" CONDUIT IN BRIDGE | | |
0079 8091.00 373.000 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0080 0001.08 5496.000 BDAY| 0.50000 2748.00| 0.50000 2748.00|
BARRICADE, TYPE II | | |
0081 0001.10 4160.000 BDAY| 2.60000 10816.00| 2.40000 9984.00|
BARRICADE, TYPE III | | |
0082 0001.75 768.000 EACH| 2.19000 1681.92| 2.00000 1536.00|
TEMPORARY SIGN DAY | | |
0083 0001.90 25594.000 EACH| 0.91000 23290.54| 0.80000 20475.20|
SIGN DAY | | |
0084 0001.99 416.000 EACH| 2.08000 865.28| 1.90000 790.40|
CONTRACTOR FURNISHED SIGN DAY | | |
0085 0002.44 1900.000 LF | 0.40000 760.00| 0.40000 760.00|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0086 0002.47 640.000 LF | 1.21000 774.40| 1.10000 704.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 200 -8
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2131 COUNTIES : DOUGLAS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( )
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0087 0002.97 64.000 DAY | 409.76000 26224.64| 375.00000 24000.00|
FLASHING ARROW PANEL | | |
0088 0003.10 20.000 DAY | 381.41000 7628.20| 400.00000 8000.00|
FLAGGING | | |
0089 0003.51 1510.000 LF | 6.31000 9528.10| 12.50000 18875.00|
INSTALL CONCRETE PROTECTION BARRIER | | |
0090 0003.56 3860.000 LF | 5.26000 20303.60| 3.80000 14668.00|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0091 0003.57 6.000 EACH| 1211.97000 7271.82| 1100.00000 6600.00|
RELOCATE INERTIAL BARRIER SYSTEM | | |
0092 0003.58 3.000 EACH| 2019.95000 6059.85| 1850.00000 5550.00|
INERTIAL BARRIER SYSTEM | | |
0093 0003.64 5.000 EACH| 605.98000 3029.90| 550.00000 2750.00|
REPLACEMENT MODULE | | |
0094 0003.75 1.000 EACH| 21354.00000 21354.00| 20000.00000 20000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0095 0005.10 330.000 DAY | 90.03000 29709.90| 80.00000 26400.00|
TRAFFIC CONTROL MANAGEMENT | | |
0096 0010.04 1.000 EACH| 2886.00000 2886.00| 4800.00000 4800.00|
FIELD OFFICE | | |
0097 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0098 0030.00 LUMP| 1.00000 1.00| 5000.00000 5000.00|
MOBILIZATION | | |
0099 9110.01 5.000 HOUR| 115.43000 577.15| 95.00000 475.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0100 9110.03 5.000 HOUR| 86.57000 432.85| 85.00000 425.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0101 9110.07 5.000 HOUR| 86.57000 432.85| 85.00000 425.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0102 9110.27 5.000 HOUR| 115.43000 577.15| 115.00000 575.00|
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0103 L022.90 500.000 LF | 2.50000 1250.00| 2.30000 1150.00|
TEMPORARY SILT FENCE | | |
0104 L032.70 1.000 TON | 173.00000 173.00| 160.00000 160.00|
TEMPORARY MULCH | | |
SECTION TOTALS | $ 179,176.15| $ 177,650.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,588,542.33| $ 2,498,136.30| $
====================================================================================================================================
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