|
Contract Letting July 12, 2001 |
VENDOR RANKING
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
CONTRACT DESCRIPTION : EACIM-680-9(793)
I-680, WEST DODGE ROAD INTERCHANGE, OMAHA. EACIM-680-9(803)
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 5,026,696.99 100.0000%
2 0049 HAWKINS CONSTRUCTION COMPANY $ 5,091,275.59 101.2847%
NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L010.98 422.400 m2 | 7.80000 3294.72| 11.33000 4785.79|
TEMPORARY EROSION CONTROL | | |
0002 L020.00 28481.000 m2 | 1.40000 39873.40| 1.45000 41297.45|
EROSION CONTROL | | |
0003 L020.01 3462.000 m2 | 5.50000 19041.00| 5.66000 19594.92|
EROSION CONTROL, TYPE A | | |
0004 L020.10 5082.000 m2 | 1.50000 7623.00| 1.50000 7623.00|
EROSION CONTROL, TYPE HV | | |
0005 L021.01 89.000 BALE| 18.00000 1602.00| 18.10000 1610.90|
EROSION CHECKS, TYPE A | | |
0006 L021.06 36.000 BALE| 15.00000 540.00| 14.71000 529.56|
EROSION CHECKS, TYPE HV | | |
0007 L022.11 101.800 m | 8.00000 814.40| 7.92000 806.26|
FABRIC SILT FENCE-LOW POROSITY | | |
0008 L022.12 156.700 m | 9.00000 1410.30| 9.05000 1418.14|
FABRIC SILT FENCE-HIGH POROSITY | | |
0009 L022.23 90.500 m | 20.00000 1810.00| 18.10000 1638.05|
FABRIC SILT FENCE-WP-WW-LOW POROSITY | | |
0010 L022.24 80.600 m | 20.00000 1612.00| 18.10000 1458.86|
FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | |
0011 0030.10 LUMP| 71755.00000 71755.00| 32814.00000 32814.00|
MOBILIZATION | | |
0012 1009.00 LUMP| 25000.00000 25000.00| 17878.00000 17878.00|
GENERAL CLEARING AND GRUBBING | | |
0013 1010.00 160960.000 m3 | 3.25000 523120.00| 3.37000 542435.20|
EXCAVATION | | |
0014 1011.00 3219.000 kL | 1.20000 3862.80| 1.81000 5826.39|
WATER | | |
0015 1021.10 71.000 EACH| 5.00000 355.00| 3.39000 240.69|
REMOVE DELINEATOR UNITS | | |
0016 1101.25 283.200 m | 8.20000 2322.24| 8.20000 2322.24|
SAWING PAVEMENT | | |
0017 1102.00 6455.000 m2 | 2.60000 16783.00| 2.50000 16137.50|
REMOVE ASPHALT SURFACE | | |
0018 1109.20 8.800 m | 17.50000 154.00| 227.00000 1997.60|
REMOVE CONCRETE BARRIER | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1123.00 1025.000 m2 | 5.00000 5125.00| 2.70000 2767.50|
REMOVE CONCRETE DITCH LINER | | |
0020 3275.20 11915.000 m2 | 6.20000 73873.00| 6.30000 75064.50|
CRUSH CONCRETE PAVEMENT | | |
0021 7017.00 233.800 m | 5.00000 1169.00| 4.53000 1059.11|
REMOVE GUARDRAIL | | |
0022 9110.01 10.000 HOUR| 120.00000 1200.00| 113.00000 1130.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0023 9110.03 10.000 HOUR| 100.00000 1000.00| 85.00000 850.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0024 9110.07 10.000 HOUR| 100.00000 1000.00| 85.00000 850.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 804,339.86| $ 782,135.66|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0025 0030.10 LUMP| 5000.00000 5000.00| 3789.00000 3789.00|
MOBILIZATION | | |
0026 4095.00 602.000 m2 | 200.00000 120400.00| 195.51000 117697.02|
CONCRETE FACE PANELS | | |
0027 4095.10 113.700 m | 48.60000 5525.82| 19.99000 2272.86|
CONCRETE LEVELING PADS | | |
0028 4095.20 115.900 m | 92.10000 10674.39| 157.68000 18275.11|
COPING | | |
0029 4350.24 215.700 m | 36.20000 7808.34| 44.94000 9693.56|
600 mm CORRUGATED METAL PIPE | | |
0030 8024.75 2579.000 m3 | 24.00000 61896.00| 30.25000 78014.75|
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 211,304.55| $ 229,742.30|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 3 CONCRETE PAVEMENT
| | |
0031 L001.01 4.300 ha | 1500.00000 6450.00| 1615.00000 6944.50|
SEEDING, TYPE A | | |
0032 L001.02 1.200 ha | 1000.00000 1200.00| 905.00000 1086.00|
SEEDING, TYPE B | | |
0033 L006.50 4.200 ha | 850.00000 3570.00| 849.00000 3565.80|
TEMPORARY SEEDING | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 L032.75 48.500 Mg | 100.00000 4850.00| 81.47000 3951.30|
MULCH | | |
0035 0030.30 LUMP| 15000.00000 15000.00| 74041.00000 74041.00|
MOBILIZATION | | |
0036 1020.02 71.000 EACH| 10.50000 745.50| 11.03000 783.13|
DELINEATOR, TYPE II | | |
0037 1020.15 735.000 m | 10.00000 7350.00| 8.49000 6240.15|
MEDIAN CHAIN DELINEATOR | | |
0038 2020.50 4246.000 m2 | 42.20000 179181.20| 44.42000 188607.32|
SURFACING 250 mm | | |
0039 3008.05 230.000 EACH| 4.60000 1058.00| 3.97000 913.10|
TIE BARS | | |
0040 3016.21 15.000 m2 | 37.00000 555.00| 29.35000 440.25|
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0041 3027.00 5.000 EACH| 2220.00000 11100.00| 1454.00000 7270.00|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | |
TRANSITION SECTION | | |
0042 3075.71 3939.000 m2 | 35.20000 138652.80| 36.17000 142473.63|
305 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0043 3075.75 11049.000 m2 | 37.70000 416547.30| 38.65000 427043.85|
305 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0044 3075.91 824.000 m2 | 41.60000 34278.40| 41.28000 34014.72|
355 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0045 3075.95 931.000 m2 | 43.90000 40870.90| 44.96000 41857.76|
355 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0046 3089.25 3896.000 m2 | 44.60000 173761.60| 46.55000 181358.80|
TEMPORARY SURFACING | | |
0047 4020.25 405.000 m2 | 43.00000 17415.00| 43.16000 17479.80|
CONCRETE DITCH LINING 200 mm | | |
0048 4764.35 45.800 m | 25.10000 1149.58| 10.82000 495.56|
100 mm PERFORATED PIPE UNDERDRAIN | | |
0049 8029.10 15109.000 m2 | 6.40000 96697.60| 5.81000 87783.29|
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0050 8029.12 1634.000 m2 | 8.70000 14215.80| 8.34000 13627.56|
AGGREGATE FOUNDATION COURSE-D 150 mm | | |
0051 8060.05 15.000 EACH| 150.00000 2250.00| 48.27000 724.05|
GRANULAR SUBDRAIN | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 9111.00 337.000 kL | 4.40000 1482.80| 2.06000 694.22|
WATER | | |
0053 9170.00 35.738 StaM| 650.00000 23229.70| 678.90000 24262.53|
EARTH SHOULDER CONSTRUCTION | | |
0054 9173.20 16743.000 m2 | 1.60000 26788.80| 1.67000 27960.81|
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 1,218,399.98| $ 1,293,619.13|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4 CULVERTS
| | |
0055 P070.18 280.200 m | 80.40000 22528.08| 65.91000 18467.98|
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 | | |
OR 8 | | |
0056 P120.42 27.500 m | 297.50000 8181.25| 258.36000 7104.90|
1050 mm CULVERT PIPE TYPE 2 | | |
0057 P400.36 70.500 m | 219.40000 15467.70| 133.22000 9392.01|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0058 P700.18 279.800 m | 87.40000 24454.52| 68.55000 19180.29|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0059 P702.24 99.000 m | 116.00000 11484.00| 110.99000 10988.01|
600 mm STORM SEWER PIPE, TYPE 1 | | |
0060 P702.36 16.500 m | 259.10000 4275.15| 193.44000 3191.76|
900 mm STORM SEWER PIPE, TYPE 1 | | |
0061 0030.40 LUMP| 10000.00000 10000.00| 4243.00000 4243.00|
MOBILIZATION | | |
0062 1119.00 5.000 EACH| 510.00000 2550.00| 170.00000 850.00|
REMOVE INLET | | |
0063 4004.50 5735.000 kg | 2.90000 16631.50| 2.87000 16459.45|
CAST IRON GRATE AND FRAME | | |
0064 4035.25 3.000 EACH| 320.00000 960.00| 113.00000 339.00|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0065 4040.00 4.000 EACH| 290.00000 1160.00| 170.00000 680.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0066 4043.50 64.200 m | 33.70000 2163.54| 33.10000 2125.02|
REMOVE SEWER PIPE | | |
0067 4043.60 44.600 m | 61.30000 2733.98| 104.54000 4662.48|
RELAYING SEWER PIPE | | |
0068 4050.01 476.000 m3 | 11.50000 5474.00| 5.09000 2422.84|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 4100.06 0.540 m3 | 1110.00000 599.40| 609.72000 329.25|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0070 4105.59 28.650 m3 | 760.00000 21774.00| 439.43000 12589.67|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0071 4107.07 3.900 m3 | 1020.00000 3978.00| 1512.00000 5896.80|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0072 4130.06 0.300 m3 | 1700.00000 510.00| 1206.37000 361.91|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0073 4150.00 20.000 kg | 1.90000 38.00| 1.86000 37.20|
REINFORCING STEEL FOR HEADWALL | | |
0074 4155.50 1029.000 kg | 1.20000 1234.80| 1.97000 2027.13|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0075 4157.00 189.000 kg | 1.30000 245.70| 1.86000 351.54|
REINFORCING STEEL FOR COLLARS | | |
0076 4310.18 10.000 EACH| 540.00000 5400.00| 243.00000 2430.00|
450 mm FLARED-END SECTION | | |
0077 4310.24 1.000 EACH| 560.00000 560.00| 424.00000 424.00|
600 mm FLARED-END SECTION | | |
0078 4310.42 1.000 EACH| 900.00000 900.00| 757.00000 757.00|
1050 mm FLARED-END SECTION | | |
0079 4461.24 3.000 EACH| 380.00000 1140.00| 424.00000 1272.00|
INSTALL 600 mm CONCRETE FLARED-END | | |
SECTION | | |
0080 4670.05 2.900 m3 | 100.00000 290.00| 75.00000 217.50|
CULVERT SANDFILL | | |
0081 4900.24 7.000 EACH| 670.00000 4690.00| 680.00000 4760.00|
AREA INLET SEDIMENT FILTER | | |
SECTION TOTALS | $ 169,423.62| $ 131,560.74|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 802+57.238
1-35.05 m & 1-39.395 m SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0082 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 0030.60 LUMP| 35000.00000 35000.00| 61893.00000 61893.00|
MOBILIZATION | | |
0084 3050.15 138.700 m3 | 240.00000 33288.00| 205.41000 28490.37|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0085 3051.10 8709.000 kg | 2.00000 17418.00| 1.44000 12540.96|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0086 6000.10 119.700 LS | 1530.00000 1530.00| 2430.00000 2430.00|
ABUTMENT NO.1 EXCAVATION | | |
0087 6000.11 66.000 LS | 1530.00000 1530.00| 2430.00000 2430.00|
ABUTMENT NO.2 EXCAVATION | | |
0088 6000.20 119.700 LS | 2220.00000 2220.00| 2167.00000 2167.00|
PIER NO.1 EXCAVATION | | |
0089 6005.35 26.800 m | 130.00000 3484.00| 130.71000 3503.03|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0090 6005.83 5.000 EACH| 1110.00000 5550.00| 1129.00000 5645.00|
FIXED BEARING | | |
0091 6010.22 150.900 m3 | 388.80000 58669.92| 318.73000 48096.36|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0092 6010.26 244.900 m3 | 378.10000 92596.69| 300.33000 73550.82|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0093 6071.11 131920.000 LS | 265000.00000 265000.00| 273816.00000 273816.00|
STEEL SUPERSTRUCTURE AT STA. 802+57.238 | | |
0094 6080.00 380.000 kg | 5.00000 1900.00| 2.14000 813.20|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0095 6107.00 256.000 m2 | 49.10000 12569.60| 44.25000 11328.00|
CONCRETE SLOPE PROTECTION | | |
0096 6131.50 37277.000 kg | 1.30000 48460.10| 1.43000 53306.11|
EPOXY COATED REINFORCING STEEL | | |
0097 6139.50 62.000 m2 | 26.30000 1630.60| 20.01000 1240.62|
SUBSURFACE DRAINAGE MATTING | | |
0098 6210.12 264.600 m | 66.70000 17648.82| 59.66000 15786.04|
HP 250 mm X 62 kg STEEL PILING | | |
0099 6210.14 439.200 m | 76.70000 33686.64| 66.79000 29334.17|
HP 310 mm X 79 kg STEEL PILING | | |
0100 6510.55 20.000 LS | 21100.00000 21100.00| 17050.00000 17050.00|
TEMPORARY BRIDGE SHORING | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 6510.60 30.000 LS | 16600.00000 16600.00| 6847.00000 6847.00|
BRIDGE SHORING | | |
0102 6601.15 103.800 m | 42.00000 4359.60| 44.13000 4580.69|
38 mm CONDUIT IN BRIDGE | | |
0103 6951.12 3060.000 EACH| 2.70000 8262.00| 1.69000 5171.40|
SHEAR CONNECTORS | | |
0104 7011.20 7.620 m | 80.00000 609.60| 85.00000 647.70|
W-BEAM GUARDRAIL | | |
0105 7020.00 1.000 EACH| 1800.00000 1800.00| 1597.00000 1597.00|
BRIDGE APPROACH SECTIONS | | |
0106 7024.25 1.000 EACH| 3000.00000 3000.00| 2900.00000 2900.00|
GUARDRAIL END TREATMENT, TYPE 1 | | |
0107 8091.00 190.100 m3 | 50.80000 9657.08| 16.74000 3182.27|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 697,970.65| $ 668,746.74|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 508+29.77
1-48.235 m & 1-44.16 m SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0108 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0109 0030.60 LUMP| 30000.00000 30000.00| 86396.00000 86396.00|
MOBILIZATION | | |
0110 3050.15 138.500 m3 | 220.00000 30470.00| 202.02000 27979.77|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0111 3051.10 8930.000 kg | 1.40000 12502.00| 1.43000 12769.90|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0112 6000.10 50.000 LS | 2420.00000 2420.00| 3888.00000 3888.00|
ABUTMENT NO.1 EXCAVATION | | |
0113 6000.11 60.000 LS | 2090.00000 2090.00| 3888.00000 3888.00|
ABUTMENT NO.2 EXCAVATION | | |
0114 6000.20 125.000 LS | 2310.00000 2310.00| 2906.00000 2906.00|
PIER NO.1 EXCAVATION | | |
0115 6005.35 28.000 m | 130.00000 3640.00| 129.37000 3622.36|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0116 6005.83 5.000 EACH| 1410.00000 7050.00| 1508.00000 7540.00|
FIXED BEARING | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 6010.22 195.500 m3 | 363.50000 71064.25| 302.49000 59136.80|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0118 6010.26 302.400 m3 | 370.00000 111888.00| 301.86000 91282.46|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0119 6071.11 226435.000 LS | 414000.00000 414000.00| 439806.00000 439806.00|
STEEL SUPERSTRUCTURE AT STA. 508+29.77 | | |
0120 6080.00 410.000 kg | 4.70000 1927.00| 2.16000 885.60|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0121 6107.00 250.000 m2 | 49.50000 12375.00| 44.27000 11067.50|
CONCRETE SLOPE PROTECTION | | |
0122 6131.50 44975.000 kg | 1.30000 58467.50| 1.43000 64314.25|
EPOXY COATED REINFORCING STEEL | | |
0123 6139.50 70.000 m2 | 25.80000 1806.00| 19.73000 1381.10|
SUBSURFACE DRAINAGE MATTING | | |
0124 6210.12 411.500 m | 66.70000 27447.05| 56.55000 23270.33|
HP 250 mm X 62 kg STEEL PILING | | |
0125 6210.14 784.800 m | 76.70000 60194.16| 63.60000 49913.28|
HP 310 mm X 79 kg STEEL PILING | | |
0126 6601.15 115.500 m | 34.00000 3927.00| 35.08000 4051.74|
38 mm CONDUIT IN BRIDGE | | |
0127 6951.12 3030.000 EACH| 2.70000 8181.00| 1.70000 5151.00|
SHEAR CONNECTORS | | |
0128 8091.00 305.000 m3 | 48.60000 14823.00| 16.79000 5120.95|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 877,381.96| $ 905,171.04|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6B BRIDGE AT STA. 602+49.196
1-43 m & 1-34 m SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0129 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
0130 0030.60 LUMP| 30000.00000 30000.00| 73339.00000 73339.00|
MOBILIZATION | | |
0131 3050.15 136.500 m3 | 220.00000 30030.00| 202.46000 27635.79|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0132 3051.10 8624.000 kg | 1.40000 12073.60| 1.43000 12332.32|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0133 6000.10 50.000 LS | 2170.00000 2170.00| 3499.00000 3499.00|
ABUTMENT NO.1 EXCAVATION | | |
0134 6000.11 50.000 LS | 2210.00000 2210.00| 3499.00000 3499.00|
ABUTMENT NO.2 EXCAVATION | | |
0135 6000.20 110.000 LS | 2310.00000 2310.00| 9579.00000 9579.00|
PIER NO.1 EXCAVATION | | |
0136 6005.35 25.900 m | 130.00000 3367.00| 131.33000 3401.45|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0137 6005.83 5.000 EACH| 1540.00000 7700.00| 1645.00000 8225.00|
FIXED BEARING | | |
0138 6010.22 184.800 m3 | 362.50000 66990.00| 310.98000 57469.10|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0139 6010.26 254.000 m3 | 377.40000 95859.60| 300.64000 76362.56|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0140 6071.11 177620.000 LS | 350000.00000 350000.00| 370436.00000 370436.00|
STEEL SUPERSTRUCTURE AT STA. 602+49.196 | | |
0141 6080.00 320.000 kg | 5.80000 1856.00| 2.17000 694.40|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0142 6107.00 448.000 m2 | 42.90000 19219.20| 44.09000 19752.32|
CONCRETE SLOPE PROTECTION | | |
0143 6131.50 39260.000 kg | 1.30000 51038.00| 1.43000 56141.80|
EPOXY COATED REINFORCING STEEL | | |
0144 6139.50 86.000 m2 | 25.10000 2158.60| 19.34000 1663.24|
SUBSURFACE DRAINAGE MATTING | | |
0145 6210.12 263.600 m | 66.70000 17582.12| 65.71000 17321.16|
HP 250 mm X 62 kg STEEL PILING | | |
0146 6210.14 547.500 m | 76.70000 41993.25| 64.96000 35565.60|
HP 310 mm X 79 kg STEEL PILING | | |
0147 6601.15 105.600 m | 34.00000 3590.40| 35.08000 3704.45|
38 mm CONDUIT IN BRIDGE | | |
0148 6951.12 2745.000 EACH| 2.70000 7411.50| 1.70000 4666.50|
SHEAR CONNECTORS | | |
0149 8091.00 275.000 m3 | 49.00000 13475.00| 16.77000 4611.75|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 761,434.27| $ 790,299.44|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 8B ELECTRICAL
| | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0150 A001.16 2.000 EACH| 600.00000 1200.00| 594.00000 1188.00|
PULL BOX, TYPE PB-6 | | |
0151 A010.26 10.000 EACH| 800.00000 8000.00| 883.00000 8830.00|
LUMINAIRE, TYPE HML-V-1KW | | |
0152 A018.81 1.000 EACH| 4700.00000 4700.00| 4752.00000 4752.00|
FOUNDATION DESIGN | | |
0153 A018.82 11.500 m3 | 225.00000 2587.50| 231.96000 2667.54|
CONCRETE FOR FOUNDATION | | |
0154 A018.83 550.000 kg | 4.00000 2200.00| 3.96000 2178.00|
REINFORCING STEEL | | |
0155 A018.84 6.000 EACH| 250.00000 1500.00| 264.00000 1584.00|
ANCHOR BOLTS | | |
0156 A072.14 10.000 m | 20.00000 200.00| 19.00000 190.00|
50 mm CONDUIT UNDER ROADWAY | | |
0157 A074.14 9.000 m | 70.00000 630.00| 68.00000 612.00|
50 mm CONDUIT, JACKED | | |
0158 A082.12 453.000 m | 8.00000 3624.00| 8.49000 3845.97|
DIRECT BURIAL CABLE, NO. 2 USE | | |
0159 A750.10 1.000 EACH| 18000.00000 18000.00| 19801.00000 19801.00|
MODIFY HIGH MAST TOWER TYPE P-45.7 | | |
0160 0030.81 LUMP| 3000.00000 3000.00| 1697.00000 1697.00|
MOBILIZATION | | |
SECTION TOTALS | $ 45,641.50| $ 47,345.51|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 8C SIGNING
| | |
0161 0030.82 LUMP| 2000.00000 2000.00| 1697.00000 1697.00|
MOBILIZATION | | |
0162 7308.10 4.000 EACH| 1000.00000 4000.00| 622.00000 2488.00|
REMOVE SIGN | | |
0163 7312.00 1.000 EACH| 12200.00000 12200.00| 13012.00000 13012.00|
OVERHEAD SIGN SUPPORT, LOCATION 1 | | |
0164 7320.00 5.000 EACH| 250.00000 1250.00| 255.00000 1275.00|
INSTALL SIGN | | |
0165 7320.05 3.000 EACH| 650.00000 1950.00| 679.00000 2037.00|
INSTALL OVERHEAD SIGN | | |
0166 7340.00 580.000 kg | 5.50000 3190.00| 5.66000 3282.80|
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0167 7360.24 2.000 EACH| 600.00000 1200.00| 651.00000 1302.00|
600 mm SIGN SUPPORT FOOTING | | |
0168 7390.00 2.000 EACH| 800.00000 1600.00| 849.00000 1698.00|
REMOVE SIGN AND POST | | |
SECTION TOTALS | $ 27,390.00| $ 26,791.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0169 A800.70 412.000 DAY | 6.30000 2595.60| 6.56000 2702.72|
MAINTENANCE OF LIGHTING UNITS | | |
0170 0001.08 24319.000 BDAY| 0.50000 12159.50| 0.50000 12159.50|
BARRICADE, TYPE II | | |
0171 0001.10 2497.000 BDAY| 3.10000 7740.70| 3.39000 8464.83|
BARRICADE, TYPE III | | |
0172 0001.30 1684.000 LDAY| 3.20000 5388.80| 3.39000 5708.76|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0173 0001.75 1401.000 EACH| 3.30000 4623.30| 3.39000 4749.39|
TEMPORARY SIGN DAY | | |
0174 0001.90 15466.000 EACH| 2.20000 34025.20| 2.26000 34953.16|
SIGN DAY | | |
0175 0002.30 75000.000 m | 0.25000 18750.00| 0.25000 18750.00|
PAVEMENT MARKING REMOVAL | | |
0176 0002.44 150000.000 m | 0.10000 15000.00| 0.06000 9000.00|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0177 0002.47 50000.000 m | 0.15000 7500.00| 0.12000 6000.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0178 0002.48 2000.000 EACH| 2.20000 4400.00| 2.26000 4520.00|
TEMPORARY RAISED PAVEMENT MARKER | | |
0179 0002.97 112.000 DAY | 200.00000 22400.00| 198.01000 22177.12|
FLASHING ARROW PANEL | | |
0180 0003.10 120.000 DAY | 180.00000 21600.00| 65.50000 7860.00|
FLAGGING | | |
0181 0003.51 2325.000 m | 10.90000 25342.50| 10.67000 24807.75|
INSTALL CONCRETE PROTECTION BARRIER | | |
0182 0003.56 1500.000 m | 5.40000 8100.00| 8.06000 12090.00|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0183 0003.57 5.000 EACH| 1050.00000 5250.00| 1075.00000 5375.00|
RELOCATE INERTIAL BARRIER SYSTEM | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 2834 COUNTIES : DOUGLAS
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-680-9(790)
EACIM-680-9(793)
EACIM-680-9(803)
====================================================================================================================================
|(1) 0103 |(2) 0049 |
|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0184 0003.58 7.000 EACH| 1300.00000 9100.00| 1414.00000 9898.00|
INERTIAL BARRIER SYSTEM | | |
0185 0003.64 5.000 EACH| 475.00000 2375.00| 537.00000 2685.00|
REPLACEMENT MODULE | | |
0186 0010.04 1.000 EACH| 2060.00000 2060.00| 2376.00000 2376.00|
FIELD OFFICE | | |
0187 0030.00 LUMP| 5000.00000 5000.00| 21586.00000 21586.00|
MOBILIZATION | | |
SECTION TOTALS | $ 213,410.60| $ 215,863.23|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,026,696.99| $ 5,091,275.59|
====================================================================================================================================