|
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 2
VENDOR RANKING
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 DISTRICT : 1
CONTRACT DESCRIPTION : PROJECT(S) : NH-80-9(834)
I-80, 202ND STREET BRIDGE
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 2,329,976.24 100.0000%
2 2860 COMMERCIAL CONSTRUCTION, INC. $ 2,437,592.83 104.6188%
3 2817 MCC, LLC $ 2,517,360.65 108.0423%
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -3
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0002.30 4220.000 LF | 0.36000 1519.20| 0.35000 1477.00| 0.39000 1645.80
PAVEMENT MARKING REMOVAL | | |
0002 0030.10 LUMP| 34270.00000 34270.00| 40000.00000 40000.00| 67000.00000 67000.00
MOBILIZATION | | |
0003 1000.00 2.000 EACH| 620.29000 1240.58| 2500.00000 5000.00| 660.00000 1320.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 15507.00000 15507.00| 23500.00000 23500.00| 30000.00000 30000.00
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 146.000 MGAL| 11.00000 1606.00| 11.00000 1606.00| 11.00000 1606.00
WATER | | |
0006 1012.00 20.000 EACH| 139.56000 2791.20| 75.00000 1500.00| 165.00000 3300.00
RIGHT-OF-WAY MARKERS | | |
0007 1030.00 50347.000 CY | 4.65000 234113.55| 4.89000 246196.83| 4.95000 249217.65
EARTHWORK MEASURED IN EMBANKMENT | | |
0008 1041.00 12208.000 SY | 0.62000 7568.96| 0.50000 6104.00| 0.66000 8057.28
SALVAGING AND PLACING TOPSOIL | | |
0009 1101.00 11.000 SY | 12.41000 136.51| 20.00000 220.00| 13.20000 145.20
REMOVE PAVEMENT | | |
0010 1101.25 45.000 LF | 2.50000 112.50| 2.50000 112.50| 2.50000 112.50
SAWING PAVEMENT | | |
0011 1102.00 2446.000 SY | 4.14000 10126.44| 6.90000 16877.40| 4.40000 10762.40
REMOVE ASPHALT SURFACE | | |
0012 1111.00 820.000 LF | 1.55000 1271.00| 2.00000 1640.00| 1.65000 1353.00
REMOVE FENCE | | |
0013 1123.00 60.000 SY | 8.27000 496.20| 10.00000 600.00| 8.80000 528.00
REMOVE CONCRETE DITCH LINER | | |
0014 1131.00 30.000 EACH| 25.85000 775.50| 25.00000 750.00| 27.50000 825.00
REMOVE PLOWABLE PAVEMENT MARKER | | |
0015 1701.24 237.000 LF | 29.89000 7083.93| 24.00000 5688.00| 35.20000 8342.40
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | |
6,7 OR 8 | | |
0016 2009.51 34.835 STA | 82.70000 2880.85| 150.00000 5225.25| 88.00000 3065.48
CRUSHED ROCK EMBEDMENT | | |
0017 2010.03 1065.000 TON | 22.34000 23792.10| 26.00000 27690.00| 23.27000 24782.55
CRUSHED ROCK SURFACE COURSE | | |
0018 2021.00 1.000 EACH| 103.00000 103.00| 50.00000 50.00| 100.00000 100.00
MAILBOX POST | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -4
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 7017.00 2589.000 LF | 1.55000 4012.95| 1.68000 4349.52| 1.50000 3883.50
REMOVE GUARDRAIL | | |
0020 7390.10 1.000 EACH| 1292.00000 1292.00| 2500.00000 2500.00| 3300.00000 3300.00
REMOVE SIGN, POST, AND FOOTING | | |
0021 7517.04 1830.000 LF | 2.43000 4446.90| 2.35000 4300.50| 2.59000 4739.70
4" WHITE WET REFLECTIVE PREFORMED | | |
PAVEMENT MARKING, TYPE 4, GROOVED | | |
0022 7518.04 1830.000 LF | 2.43000 4446.90| 2.35000 4300.50| 2.59000 4739.70
4" YELLOW WET REFLECTIVE PREFORMED | | |
PAVEMENT MARKING, TYPE 4, GROOVED | | |
0023 7541.07 2330.000 LF | 5.12000 11929.60| 4.95000 11533.50| 5.45000 12698.50
7" WHITE PREFORMED WET REFLECTIVE | | |
CONTRAST PAVEMENT MARKING, TYPE 4, | | |
GROOVED | | |
0024 9009.88 3560.000 SY | 40.38000 143752.80| 47.50000 169100.00| 51.10000 181916.00
SURFACING 10" | | |
0025 9188.51 65.000 SY | 46.46000 3019.90| 50.00000 3250.00| 60.50000 3932.50
SURFACING UNDER GUARDRAIL | | |
0026 L001.01 5.000 ACRE| 699.89000 3499.45| 663.27000 3316.35| 715.00000 3575.00
SEEDING, TYPE A | | |
0027 L001.02 3.000 ACRE| 577.90000 1733.70| 510.20000 1530.60| 550.00000 1650.00
SEEDING, TYPE B | | |
0028 L006.00 10.000 ACRE| 125.09000 1250.90| 122.45000 1224.50| 132.00000 1320.00
COVER CROP SEEDING | | |
0029 L019.12 10095.000 SY | 1.20000 12114.00| 1.17000 11811.15| 1.27000 12820.65
EROSION CONTROL, CLASS 1C | | |
0030 L019.13 10740.000 SY | 1.27000 13639.80| 1.17000 12565.80| 1.27000 13639.80
EROSION CONTROL, CLASS 1D | | |
0031 L019.14 4320.000 SY | 1.41000 6091.20| 1.33000 5745.60| 1.43000 6177.60
EROSION CONTROL, CLASS 1E | | |
0032 L019.22 220.000 SY | 10.75000 2365.00| 10.20000 2244.00| 11.00000 2420.00
EROSION CONTROL, CLASS 2C | | |
0033 L021.30 22.000 BALE| 12.41000 273.02| 12.25000 269.50| 13.20000 290.40
EROSION CHECKS, TYPE 1D | | |
0034 L021.31 194.000 BALE| 15.51000 3008.94| 15.31000 2970.14| 16.50000 3201.00
EROSION CHECKS, TYPE 1E | | |
0035 L021.40 28.000 BALE| 19.64000 549.92| 17.35000 485.80| 18.70000 523.60
EROSION CHECKS, TYPE 2A | | |
0036 L022.11 2370.000 LF | 2.02000 4787.40| 2.04000 4834.80| 2.20000 5214.00
FABRIC SILT FENCE-LOW POROSITY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -5
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L032.75 18.000 TON | 87.87000 1581.66| 81.63000 1469.34| 88.00000 1584.00
MULCH | | |
SECTION TOTALS | $ 569,190.56| $ 632,038.58| $ 679,789.21
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0038 0030.10 LUMP| 22227.00000 22227.00| 22500.00000 22500.00| 6586.00000 6586.00
MOBILIZATION | | |
0039 1010.26 1773.000 CY | 0.01000 17.73| 2.75000 4875.75| 3.40000 6028.20
EXCAVATION FOR MSE WALL | | |
0040 4095.00 5783.000 SF | 23.25000 134454.75| 21.28000 123062.24| 25.10000 145153.30
CONCRETE FACE PANELS | | |
0041 4095.10 409.000 LF | 12.91000 5280.19| 15.70000 6421.30| 17.88000 7312.92
CONCRETE LEVELING PADS | | |
0042 4095.20 418.000 LF | 51.69000 21606.42| 73.00000 30514.00| 60.46000 25272.28
COPING | | |
0043 8024.75 2994.000 CY | 19.68000 58921.92| 26.55000 79490.70| 20.00000 59880.00
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 242,508.01| $ 266,863.99| $ 250,232.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0044 0030.40 LUMP| 11511.00000 11511.00| 7000.00000 7000.00| 15000.00000 15000.00
MOBILIZATION | | |
0045 4004.50 2520.000 LB | 2.22000 5594.40| 3.00000 7560.00| 3.30000 8316.00
CAST IRON GRATE AND FRAME | | |
0046 4040.00 4.000 EACH| 174.33000 697.32| 130.00000 520.00| 143.00000 572.00
REMOVE HEADWALLS FROM CULVERTS | | |
0047 4044.00 1.000 EACH| 2305.00000 2305.00| 2690.00000 2690.00| 2959.00000 2959.00
PREPARATION OF STRUCTURE AT STA.130+55 | | |
0048 4050.01 4133.000 CY | 2.42000 10001.86| 8.00000 33064.00| 8.80000 36370.40
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0049 4051.01 106.000 CY | 13.04000 1382.24| 14.00000 1484.00| 15.40000 1632.40
EXCAVATION FOR BOX CULVERTS | | |
0050 4100.06 2.700 CY | 551.62000 1489.37| 593.00000 1601.10| 652.30000 1761.21
CLASS 47B-3000 CONCRETE FOR HEADWALL | | |
0051 4101.06 80.950 CY | 322.05000 26069.95| 354.00000 28656.30| 389.40000 31521.93
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -6
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4105.59 4.900 CY | 669.37000 3279.91| 543.00000 2660.70| 597.30000 2926.77
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0053 4130.06 0.300 CY | 3065.90000 919.77| 543.00000 162.90| 597.30000 179.19
CLASS 47B-3000 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0054 4150.00 358.000 LB | 0.84000 300.72| 1.90000 680.20| 2.09000 748.22
REINFORCING STEEL FOR HEADWALL | | |
0055 4151.10 7743.000 LB | 1.29000 9988.47| 1.40000 10840.20| 1.54000 11924.22
EPOXY COATED REINFORCING STEEL FOR BOX | | |
CULVERT | | |
0056 4155.55 595.000 LB | 0.84000 499.80| 1.90000 1130.50| 2.09000 1243.55
EPOXY COATED REINFORCING STEEL FOR | | |
INLET AND JUNCTION BOX | | |
0057 4310.24 2.000 EACH| 334.24000 668.48| 362.70000 725.40| 398.97000 797.94
24" FLARED-END SECTION | | |
0058 4360.18 1.000 EACH| 274.00000 274.00| 270.40000 270.40| 297.44000 297.44
18" METAL FLARED-END SECTION | | |
0059 P120.42 242.000 LF | 133.35000 32270.70| 110.10000 26644.20| 121.11000 29308.62
42" CULVERT PIPE, TYPE 2 | | |
0060 P402.18 174.000 LF | 30.82000 5362.68| 28.40000 4941.60| 31.24000 5435.76
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0061 P500.24 143.000 LF | 39.00000 5577.00| 41.70000 5963.10| 45.87000 6559.41
24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0062 P700.18 76.000 LF | 26.00000 1976.00| 32.40000 2462.40| 35.64000 2708.64
18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
SECTION TOTALS | $ 120,168.67| $ 139,057.00| $ 160,262.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 128+69.82 TWO 145'-9" SPANS PRESTRESSED CONCRETE GIRDER
| | |
0063 0030.60 LUMP| 122780.00000 122780.00| 100000.00000 100000.00| 120000.00000 120000.00
MOBILIZATION | | |
0064 3050.15 144.600 CY | 213.26000 30837.40| 243.00000 35137.80| 255.00000 36873.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0065 3051.10 25655.000 LB | 1.28000 32838.40| 1.06000 27194.30| 1.10000 28220.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0066 4350.24 561.000 LF | 20.70000 11612.70| 20.74000 11635.14| 22.38000 12555.18
24" CORRUGATED METAL PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -7
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 6000.10 25.000 LS | 1596.00000 1596.00| 6000.00000 6000.00| 17000.00000 17000.00
ABUTMENT NO.1 EXCAVATION | | |
0068 6000.11 25.000 LS | 1585.00000 1585.00| 6000.00000 6000.00| 17000.00000 17000.00
ABUTMENT NO.2 EXCAVATION | | |
0069 6000.20 125.000 LS | 16379.00000 16379.00| 15000.00000 15000.00| 50000.00000 50000.00
PIER NO.1 EXCAVATION | | |
0070 6005.36 74.600 LF | 59.05000 4405.13| 57.00000 4252.20| 53.00000 3953.80
PRECOMPRESSED POLYURETHANE FOAM JOINT, | | |
TYPE A | | |
0071 6005.78 10.000 EACH| 990.29000 9902.90| 1110.00000 11100.00| 833.00000 8330.00
EXPANSION BEARING, TFE TYPE | | |
0072 6005.83 10.000 EACH| 986.21000 9862.10| 825.00000 8250.00| 707.00000 7070.00
FIXED BEARING | | |
0073 6010.22 223.500 CY | 314.66000 70326.51| 450.00000 100575.00| 575.00000 128512.50
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0074 6010.26 361.000 CY | 335.03000 120945.83| 450.00000 162450.00| 410.00000 148010.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0075 6011.11 282.500 LS | 287049.00000 287049.00| 325000.00000 325000.00| 270000.00000 270000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 128+69.82 | | |
0076 6040.00 1.000 EACH| 172570.00000 172570.00| 75000.00000 75000.00| 100000.00000 100000.00
REMOVE STRUCTURE AT STA. 128+97.80 | | |
0077 6080.00 455.000 LB | 1.75000 796.25| 2.24000 1019.20| 3.00000 1365.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0078 6095.00 8.000 EACH| 421.90000 3375.20| 1000.00000 8000.00| 375.00000 3000.00
STEEL DIAPHRAGM | | |
0079 6107.00 59.000 SY | 92.52000 5458.68| 100.00000 5900.00| 77.00000 4543.00
CONCRETE SLOPE PROTECTION | | |
0080 6131.50 95765.000 LB | 1.35000 129282.75| 1.06000 101510.90| 1.10000 105341.50
EPOXY COATED REINFORCING STEEL | | |
0081 6139.50 79.000 SY | 17.00000 1343.00| 30.76000 2430.04| 28.00000 2212.00
SUBSURFACE DRAINAGE MATTING | | |
0082 6210.14 4280.000 LF | 44.20000 189176.00| 45.85000 196238.00| 37.25000 159430.00
HP 12"X53# STEEL PILING | | |
0083 6602.31 2235.000 LS | 18557.00000 18557.00| 17950.00000 17950.00| 17950.00000 17950.00
CONCRETE COATING AT STA. 128+69.82 | | |
0084 8091.00 295.000 CY | 18.23000 5377.85| 37.00000 10915.00| 33.06000 9752.70
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,246,056.70| $ 1,231,557.58| $ 1,251,119.18
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 128+69.82 TWO 145'-9" SPANS WELDED PLATE STEEL GIRDER
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -8
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 0030.60 LUMP| | |
MOBILIZATION | | |
0086 3050.15 144.600 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0087 3051.10 25655.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0088 4350.24 520.000 LF | | |
24" CORRUGATED METAL PIPE | | |
0089 6000.10 25.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0090 6000.11 25.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0091 6000.20 125.000 LS | | |
PIER NO.1 EXCAVATION | | |
0092 6005.36 74.600 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT, | | |
TYPE A | | |
0093 6005.78 8.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0094 6005.83 4.000 EACH| | |
FIXED BEARING | | |
0095 6010.22 203.300 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0096 6010.26 314.700 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0097 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 128+97.80 | | |
0098 6071.11 340995.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 128+69.82 | | |
0099 6080.00 455.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0100 6107.00 59.000 SY | | |
CONCRETE SLOPE PROTECTION | | |
0101 6131.50 86575.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0102 6139.50 78.000 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -9
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 6210.14 4000.000 LF | | |
HP 12"X53# STEEL PILING | | |
0104 6602.31 1635.000 LS | | |
CONCRETE COATING AT STA. 128+69.82 | | |
0105 8091.00 285.000 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0106 0030.70 LUMP| 827.00000 827.00| 800.00000 800.00| 800.00000 800.00
MOBILIZATION | | |
0107 7011.20 175.000 LF | 24.81000 4341.75| 24.00000 4200.00| 24.00000 4200.00
W-BEAM GUARDRAIL | | |
0108 7020.00 4.000 EACH| 2584.53000 10338.12| 2500.00000 10000.00| 2500.00000 10000.00
BRIDGE APPROACH SECTIONS | | |
0109 7024.27 4.000 EACH| 2326.08000 9304.32| 2250.00000 9000.00| 2250.00000 9000.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 24,811.19| $ 24,000.00| $ 24,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7B FENCE
| | |
0110 0030.71 LUMP| 258.00000 258.00| 250.00000 250.00| 250.00000 250.00
MOBILIZATION | | |
0111 7100.00 865.000 LF | 7.24000 6262.60| 7.00000 6055.00| 7.00000 6055.00
RIGHT-OF-WAY FENCE | | |
0112 7105.00 8.000 EACH| 253.28000 2026.24| 245.00000 1960.00| 245.00000 1960.00
CORNER POSTS | | |
SECTION TOTALS | $ 8,546.84| $ 8,265.00| $ 8,265.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0113 0001.08 13821.000 BDAY| 0.50000 6910.50| 0.50000 6910.50| 0.50000 6910.50
BARRICADE, TYPE II | | |
0114 0001.10 5426.000 BDAY| 2.33000 12642.58| 1.06000 5751.56| 1.17000 6348.42
BARRICADE, TYPE III | | |
0115 0001.75 844.000 EACH| 2.18000 1839.92| 2.11000 1780.84| 2.32000 1958.08
TEMPORARY SIGN DAY | | |
0116 0001.90 25756.000 EACH| 0.52000 13393.12| 0.50000 12878.00| 0.55000 14165.80
SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -10
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 0001.99 1324.000 EACH| 0.82000 1085.68| 0.79000 1045.96| 0.87000 1151.88
CONTRACTOR FURNISHED SIGN DAY | | |
0118 0002.97 62.000 DAY | 387.68000 24036.16| 375.00000 23250.00| 412.50000 25575.00
FLASHING ARROW PANEL | | |
0119 0003.54 1060.000 LF | 5.16000 5469.60| 13.39000 14193.40| 20.00000 21200.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0120 0003.56 1150.000 LF | 2.81000 3231.50| 5.98000 6877.00| 3.00000 3450.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0121 0003.57 6.000 EACH| 599.87000 3599.22| 580.25000 3481.50| 638.28000 3829.68
RELOCATE INERTIAL BARRIER SYSTEM | | |
0122 0003.64 5.000 EACH| 25.85000 129.25| 25.00000 125.00| 27.50000 137.50
REPLACEMENT MODULE | | |
0123 0003.66 2.000 EACH| 3618.34000 7236.68| 3500.00000 7000.00| 3850.00000 7700.00
INERTIAL BARRIER SYSTEM | | |
0124 0010.04 1.000 EACH| 2151.00000 2151.00| 3576.92000 3576.92| 1000.00000 1000.00
FIELD OFFICE | | |
0125 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0126 0030.00 LUMP| 3657.00000 3657.00| 12000.00000 12000.00| 13000.00000 13000.00
MOBILIZATION | | |
0127 7019.80 2.000 EACH| 4135.25000 8270.50| 4000.00000 8000.00| 4400.00000 8800.00
PERMANENT INERTIAL BARRIER SYSTEM | | |
0128 7110.00 800.000 LF | 5.17000 4136.00| 5.00000 4000.00| 5.50000 4400.00
TEMPORARY FENCE | | |
0129 9110.01 35.000 HOUR| 77.54000 2713.90| 95.00000 3325.00| 121.00000 4235.00
RENTAL OF LOADER, FULLY OPERATED | | |
0130 9110.03 35.000 HOUR| 77.54000 2713.90| 90.00000 3150.00| 88.00000 3080.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0131 9110.07 35.000 HOUR| 103.38000 3618.30| 95.00000 3325.00| 121.00000 4235.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0132 9110.27 35.000 HOUR| 108.55000 3799.25| 135.00000 4725.00| 132.00000 4620.00
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0133 L022.75 500.000 LF | 2.17000 1085.00| 5.00000 2500.00| 4.95000 2475.00
TEMPORARY SILT CHECK | | |
0134 L022.90 800.000 LF | 4.55000 3640.00| 5.00000 4000.00| 2.20000 1760.00
TEMPORARY SILT FENCE | | |
0135 L022.92 500.000 LF | 4.14000 2070.00| 5.00000 2500.00| 4.40000 2200.00
TEMPORARY EARTH CHECK | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/08
PAGE : 100 -11
TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 1461 COUNTIES : CASS
LETTING DATE : 06/26/08 1:30 pm DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 2860 |( 3 ) 2817
|HAWKINS CONSTRUCTION COMPAN |COMMERCIAL CONSTRUCTION, IN |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0136 L032.70 3.000 TON | 155.07000 465.21| 205.00000 615.00| 220.00000 660.00
TEMPORARY MULCH | | |
SECTION TOTALS | $ 118,694.27| $ 135,810.68| $ 143,691.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,329,976.24| $ 2,437,592.83| $ 2,517,360.65
====================================================================================================================================
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