|
Contract Letting August 01, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
CONTRACT DESCRIPTION :
ON I-80, FAIRVIEW BRIDGE
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 1,032,931.45 100.0000%
2 2817 MCC, L.L.C. $ 1,194,714.31 115.6624%
3 1809 CAPITAL CONTRACTORS, INC. $ 1,282,748.05 124.1852%
4 1276 KIEWIT WESTERN CO. $ 1,551,838.35 150.2363%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 1809
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |CAPITAL 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 L001.01 7.000 ACRE| 784.00000 5488.00| 735.00000 5145.00| 700.00000 4900.00
SEEDING, TYPE A | | |
0002 L020.00 2031.000 SY | 2.02000 4102.62| 1.89000 3838.59| 1.80000 3655.80
EROSION CONTROL | | |
0003 L020.09 721.000 SY | 13.44000 9690.24| 12.60000 9084.60| 12.00000 8652.00
EROSION CONTROL, TYPE AAA | | |
0004 L022.11 3926.000 LF | 2.58000 10129.08| 2.42000 9500.92| 2.30000 9029.80
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L032.75 14.000 TON | 89.60000 1254.40| 84.00000 1176.00| 80.00000 1120.00
MULCH | | |
0006 0030.10 LUMP| 20541.00000 20541.00| 22000.00000 22000.00| 23000.00000 23000.00
MOBILIZATION | | |
0007 1000.00 3.000 EACH| 280.00000 840.00| 262.50000 787.50| 250.00000 750.00
LARGE TREE REMOVAL | | |
0008 1009.00 LUMP| 3920.00000 3920.00| 5300.00000 5300.00| 3500.00000 3500.00
GENERAL CLEARING AND GRUBBING | | |
0009 1011.00 347.000 MGAL| 16.80000 5829.60| 15.75000 5465.25| 15.00000 5205.00
WATER | | |
0010 1030.00 62018.000 CY | 1.83000 113492.94| 1.71000 106050.78| 1.63000 101089.34
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 1040.05 23411.000 SY | 0.17000 3979.87| 0.16000 3745.76| 0.15000 3511.65
TEMPORARY SLOPE PROTECTION | | |
0012 1101.00 1223.000 SY | 5.42000 6628.66| 5.78000 7068.94| 1.50000 1834.50
REMOVE PAVEMENT | | |
0013 1111.00 1052.000 LF | 1.68000 1767.36| 1.58000 1662.16| 3.00000 3156.00
REMOVE FENCE | | |
0014 2009.52 11226.000 SY | 0.39000 4378.14| 0.37000 4153.62| 0.25000 2806.50
CRUSHED ROCK EMBEDMENT | | |
0015 2010.03 1170.000 TON | 13.05000 15268.50| 13.65000 15970.50| 13.00000 15210.00
CRUSHED ROCK SURFACE COURSE | | |
0016 7017.00 4851.000 LF | 1.40000 6791.40| 3.15000 15280.65| 0.90000 4365.90
REMOVE GUARDRAIL | | |
0017 7105.00 9.000 EACH| 113.00000 1017.00| 106.05000 954.45| 150.00000 1350.00
CORNER POSTS | | |
0018 7130.00 1033.000 LF | 1.97000 2035.01| 1.85000 1911.05| 2.50000 2582.50
BARBED WIRE FENCE | | |
0019 9009.88 1223.000 SY | 32.98000 40334.54| 34.50000 42193.50| 26.89000 32886.47
SURFACING 10" | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 1809
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 257,488.36| $ 261,289.27| $ 228,605.46
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0020 0030.40 LUMP| 3432.00000 3432.00| 6720.00000 6720.00| 6400.00000 6400.00
MOBILIZATION | | |
0021 4095.00 4723.000 SF | 24.06000 113635.38| 22.73000 107353.79| 21.65000 102252.95
CONCRETE FACE PANELS | | |
0022 4095.10 344.000 LF | 15.15000 5211.60| 9.24000 3178.56| 8.80000 3027.20
CONCRETE LEVELING PADS | | |
0023 4095.20 355.000 LF | 39.34000 13965.70| 49.19000 17462.45| 46.85000 16631.75
COPING | | |
0024 4350.21 380.000 LF | 19.66000 7470.80| 16.33000 6205.40| 15.55000 5909.00
21" CORRUGATED METAL PIPE | | |
0025 8024.75 4425.000 CY | 14.51000 64206.75| 15.65000 69251.25| 14.90000 65932.50
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 207,922.23| $ 210,171.45| $ 200,153.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0026 P300.36 58.000 LF | 37.05000 2148.90| 70.51000 4089.58| 67.15000 3894.70
36" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0027 P310.42 233.000 LF | 74.93000 17458.69| 140.91000 32832.03| 134.20000 31268.60
42" CULVERT PIPE, TYPE 2,4 OR 5 | | |
0028 P402.15 47.000 LF | 24.24000 1139.28| 44.36000 2084.92| 42.25000 1985.75
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0029 P700.15 23.000 LF | 28.06000 645.38| 47.72000 1097.56| 45.45000 1045.35
15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0030 0030.40 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 2850.00000 2850.00
MOBILIZATION | | |
0031 4004.60 404.000 LB | 2.80000 1131.20| 0.81000 327.24| 0.77000 311.08
CAST IRON COVER, GRATE, AND FRAME | | |
0032 4040.00 4.000 EACH| 338.00000 1352.00| 682.50000 2730.00| 650.00000 2600.00
REMOVE HEADWALLS FROM CULVERTS | | |
0033 4050.01 1402.000 CY | 2.63000 3687.26| 7.19000 10080.38| 6.85000 9603.70
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0034 4105.59 5.100 CY | 452.00000 2305.20| 745.50000 3802.05| 710.00000 3621.00
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 1809
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4155.50 335.000 LB | 0.26000 87.10| 0.79000 264.65| 0.75000 251.25
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0036 4310.36 2.000 EACH| 505.00000 1010.00| 435.75000 871.50| 415.00000 830.00
36" FLARED-END SECTION | | |
0037 4310.42 2.000 EACH| 713.00000 1426.00| 635.25000 1270.50| 605.00000 1210.00
42" FLARED-END SECTION | | |
0038 4670.05 21.000 CY | 16.72000 351.12| 45.41000 953.61| 43.25000 908.25
CULVERT SANDFILL | | |
SECTION TOTALS | $ 36,242.13| $ 65,404.02| $ 60,379.68
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 7+80.14 ALT AA1
TWO 119'-0" SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0039 0030.60 LUMP| | |
MOBILIZATION | | |
0040 3050.15 71.900 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0041 3051.10 10845.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0042 6000.10 95.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0043 6000.11 95.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0044 6000.20 180.000 LS | | |
PIER NO.1 EXCAVATION | | |
0045 6005.35 32.300 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0046 6005.78 8.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0047 6005.83 4.000 EACH| | |
FIXED BEARING | | |
0048 6010.22 156.400 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0049 6010.26 242.100 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0050 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 7+86.14 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 1809
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 6071.11 292160.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 7+80.14 | | |
0052 6080.00 366.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0053 6131.50 68965.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0054 6139.50 56.500 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0055 6210.50 2490.000 LF | | |
PIPE PILING | | |
0056 6501.00 9200.000 LS | | |
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0057 8091.00 172.700 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 7+80.14 ALT AA2
TWO 119'-0" SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0058 0030.60 LUMP| 43311.00000 43311.00| 50000.00000 50000.00| 50000.00000 50000.00
MOBILIZATION | | |
0059 3050.16 71.900 CY | 193.54000 13915.53| 150.00000 10785.00| 260.00000 18694.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-5000 | | |
0060 3051.10 10845.000 LB | 0.62000 6723.90| 0.60000 6507.00| 0.52000 5639.40
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0061 6000.10 95.000 LS | 1909.00000 1909.00| 5000.00000 5000.00| 15000.00000 15000.00
ABUTMENT NO.1 EXCAVATION | | |
0062 6000.11 95.000 LS | 1909.00000 1909.00| 5000.00000 5000.00| 15000.00000 15000.00
ABUTMENT NO.2 EXCAVATION | | |
0063 6000.20 180.000 LS | 7845.00000 7845.00| 12500.00000 12500.00| 30000.00000 30000.00
PIER NO.1 EXCAVATION | | |
0064 6005.35 32.300 LF | 57.75000 1865.33| 40.00000 1292.00| 50.00000 1615.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0065 6005.78 8.000 EACH| 604.00000 4832.00| 525.00000 4200.00| 600.00000 4800.00
EXPANSION BEARING, TFE TYPE | | |
0066 6005.83 8.000 EACH| 480.00000 3840.00| 400.00000 3200.00| 600.00000 4800.00
FIXED BEARING | | |
0067 6010.22 161.400 CY | 238.10000 38429.34| 340.00000 54876.00| 325.00000 52455.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 1809
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 6010.28 260.500 CY | 245.69000 64002.25| 310.00000 80755.00| 350.00000 91175.00
CLASS 47BD-5000 CONCRETE FOR BRIDGE | | |
0069 6011.11 170.400 LS | 104546.00000 104546.00| 130000.00000 130000.00| 165000.00000 165000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 7+80.14 | | |
0070 6040.00 1.000 EACH| 30085.00000 30085.00| 45000.00000 45000.00| 68450.00000 68450.00
REMOVE STRUCTURE AT STA. 7+86.14 | | |
0071 6080.00 366.000 LB | 3.74000 1368.84| 1.50000 549.00| 5.00000 1830.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0072 6095.00 6.000 EACH| 453.00000 2718.00| 360.00000 2160.00| 500.00000 3000.00
STEEL DIAPHRAGM | | |
0073 6131.50 68218.000 LB | 0.62000 42295.16| 0.60000 40930.80| 0.52000 35473.36
EPOXY COATED REINFORCING STEEL | | |
0074 6139.50 56.400 SY | 35.93000 2026.45| 14.00000 789.60| 25.00000 1410.00
SUBSURFACE DRAINAGE MATTING | | |
0075 6210.50 2700.000 LF | 21.28000 57456.00| 22.83000 61641.00| 20.00000 54000.00
PIPE PILING | | |
0076 6501.00 14000.000 LS | 7997.00000 7997.00| 32000.00000 32000.00| 60000.00000 60000.00
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0077 8091.00 187.800 CY | 11.61000 2180.36| 21.00000 3943.80| 35.00000 6573.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 439,255.16| $ 551,129.20| $ 684,914.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0078 0030.70 LUMP| 884.00000 884.00| 600.00000 600.00| 600.00000 600.00
MOBILIZATION | | |
0079 7011.20 75.000 LF | 33.60000 2520.00| 17.14000 1285.50| 17.14000 1285.50
W-BEAM GUARDRAIL | | |
0080 7019.80 2.000 EACH| 4788.00000 9576.00| 3200.00000 6400.00| 4275.00000 8550.00
PERMANENT INERTIAL BARRIER SYSTEM | | |
0081 7020.00 4.000 EACH| 1400.00000 5600.00| 1272.00000 5088.00| 1272.00000 5088.00
BRIDGE APPROACH SECTIONS | | |
0082 7024.27 4.000 EACH| 1848.00000 7392.00| 1726.00000 6904.00| 1726.00000 6904.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 25,972.00| $ 20,277.50| $ 22,427.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0083 0001.08 7850.000 BDAY| 0.50000 3925.00| 0.50000 3925.00| 0.50000 3925.00
BARRICADE, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 1809
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 0001.10 5437.000 BDAY| 1.51000 8209.87| 1.55000 8427.35| 1.35000 7339.95
BARRICADE, TYPE III | | |
0085 0001.30 2778.000 LDAY| 0.56000 1555.68| 1.55000 4305.90| 0.50000 1389.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0086 0001.75 653.000 EACH| 6.72000 4388.16| 2.92000 1906.76| 6.00000 3918.00
TEMPORARY SIGN DAY | | |
0087 0001.90 18306.000 EACH| 0.06000 1098.36| 0.11000 2013.66| 0.05000 915.30
SIGN DAY | | |
0088 0002.30 3000.000 LF | 0.20000 600.00| 0.25000 750.00| 0.18000 540.00
PAVEMENT MARKING REMOVAL | | |
0089 0002.44 4000.000 LF | 0.20000 800.00| 0.26000 1040.00| 0.18000 720.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0090 0002.47 1800.000 LF | 0.73000 1314.00| 0.13000 234.00| 0.65000 1170.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0091 0002.52 140.000 EACH| 5.60000 784.00| 2.63000 368.20| 5.00000 700.00
TEMPORARY PAVEMENT MARKING, TYPE RPM | | |
0092 0002.97 33.000 DAY | 168.00000 5544.00| 100.00000 3300.00| 150.00000 4950.00
FLASHING ARROW PANEL | | |
0093 0003.10 25.000 DAY | 246.66000 6166.50| 220.00000 5500.00| 200.00000 5000.00
FLAGGING | | |
0094 0003.51 1600.000 LF | 3.96000 6336.00| 11.27000 18032.00| 17.50000 28000.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0095 0003.58 4.000 EACH| 1680.00000 6720.00| 3360.00000 13440.00| 1500.00000 6000.00
INERTIAL BARRIER SYSTEM | | |
0096 0003.64 5.000 EACH| 560.00000 2800.00| 350.00000 1750.00| 500.00000 2500.00
REPLACEMENT MODULE | | |
0097 0010.04 1.000 EACH| 954.00000 954.00| 4725.00000 4725.00| 5000.00000 5000.00
FIELD OFFICE | | |
0098 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0099 0030.00 LUMP| 392.00000 392.00| 525.00000 525.00| 2000.00000 2000.00
MOBILIZATION | | |
0100 9110.01 40.000 HOUR| 100.80000 4032.00| 100.00000 4000.00| 70.00000 2800.00
RENTAL OF LOADER, FULLY OPERATED | | |
0101 9110.03 40.000 HOUR| 84.00000 3360.00| 65.00000 2600.00| 55.00000 2200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0102 9110.06 40.000 HOUR| 84.00000 3360.00| 110.00000 4400.00| 110.00000 4400.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0103 9110.07 40.000 HOUR| 72.80000 2912.00| 110.00000 4400.00| 50.00000 2000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 1809
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 66,051.57| $ 86,442.87| $ 86,267.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,032,931.45| $ 1,194,714.31| $ 1,282,748.05
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L001.01 7.000 ACRE| 770.00000 5390.00| |
SEEDING, TYPE A | | |
0002 L020.00 2031.000 SY | 2.00000 4062.00| |
EROSION CONTROL | | |
0003 L020.09 721.000 SY | 13.20000 9517.20| |
EROSION CONTROL, TYPE AAA | | |
0004 L022.11 3926.000 LF | 2.50000 9815.00| |
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L032.75 14.000 TON | 88.00000 1232.00| |
MULCH | | |
0006 0030.10 LUMP| 20000.00000 20000.00| |
MOBILIZATION | | |
0007 1000.00 3.000 EACH| 275.00000 825.00| |
LARGE TREE REMOVAL | | |
0008 1009.00 LUMP| 10000.00000 10000.00| |
GENERAL CLEARING AND GRUBBING | | |
0009 1011.00 347.000 MGAL| 15.00000 5205.00| |
WATER | | |
0010 1030.00 62018.000 CY | 1.80000 111632.40| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 1040.05 23411.000 SY | 0.40000 9364.40| |
TEMPORARY SLOPE PROTECTION | | |
0012 1101.00 1223.000 SY | 6.50000 7949.50| |
REMOVE PAVEMENT | | |
0013 1111.00 1052.000 LF | 1.10000 1157.20| |
REMOVE FENCE | | |
0014 2009.52 11226.000 SY | 1.50000 16839.00| |
CRUSHED ROCK EMBEDMENT | | |
0015 2010.03 1170.000 TON | 21.00000 24570.00| |
CRUSHED ROCK SURFACE COURSE | | |
0016 7017.00 4851.000 LF | 1.35000 6548.85| |
REMOVE GUARDRAIL | | |
0017 7105.00 9.000 EACH| 130.00000 1170.00| |
CORNER POSTS | | |
0018 7130.00 1033.000 LF | 2.20000 2272.60| |
BARBED WIRE FENCE | | |
0019 9009.88 1223.000 SY | 33.00000 40359.00| |
SURFACING 10" | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 287,909.15| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0020 0030.40 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0021 4095.00 4723.000 SF | 23.50000 110990.50| |
CONCRETE FACE PANELS | | |
0022 4095.10 344.000 LF | 15.00000 5160.00| |
CONCRETE LEVELING PADS | | |
0023 4095.20 355.000 LF | 72.00000 25560.00| |
COPING | | |
0024 4350.21 380.000 LF | 20.00000 7600.00| |
21" CORRUGATED METAL PIPE | | |
0025 8024.75 4425.000 CY | 14.25000 63056.25| |
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 227,366.75| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0026 P300.36 58.000 LF | 36.00000 2088.00| |
36" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0027 P310.42 233.000 LF | 100.00000 23300.00| |
42" CULVERT PIPE, TYPE 2,4 OR 5 | | |
0028 P402.15 47.000 LF | 50.00000 2350.00| |
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0029 P700.15 23.000 LF | 35.00000 805.00| |
15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0030 0030.40 LUMP| 4000.00000 4000.00| |
MOBILIZATION | | |
0031 4004.60 404.000 LB | 1.50000 606.00| |
CAST IRON COVER, GRATE, AND FRAME | | |
0032 4040.00 4.000 EACH| 235.00000 940.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0033 4050.01 1402.000 CY | 10.00000 14020.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0034 4105.59 5.100 CY | 1160.00000 5916.00| |
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4155.50 335.000 LB | 2.00000 670.00| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0036 4310.36 2.000 EACH| 525.00000 1050.00| |
36" FLARED-END SECTION | | |
0037 4310.42 2.000 EACH| 785.00000 1570.00| |
42" FLARED-END SECTION | | |
0038 4670.05 21.000 CY | 75.00000 1575.00| |
CULVERT SANDFILL | | |
SECTION TOTALS | $ 58,890.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 7+80.14 ALT AA1
TWO 119'-0" SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0039 0030.60 LUMP| | |
MOBILIZATION | | |
0040 3050.15 71.900 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0041 3051.10 10845.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0042 6000.10 95.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0043 6000.11 95.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0044 6000.20 180.000 LS | | |
PIER NO.1 EXCAVATION | | |
0045 6005.35 32.300 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0046 6005.78 8.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0047 6005.83 4.000 EACH| | |
FIXED BEARING | | |
0048 6010.22 156.400 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0049 6010.26 242.100 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0050 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 7+86.14 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 6071.11 292160.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 7+80.14 | | |
0052 6080.00 366.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0053 6131.50 68965.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0054 6139.50 56.500 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0055 6210.50 2490.000 LF | | |
PIPE PILING | | |
0056 6501.00 9200.000 LS | | |
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0057 8091.00 172.700 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 7+80.14 ALT AA2
TWO 119'-0" SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0058 0030.60 LUMP| 51000.00000 51000.00| |
MOBILIZATION | | |
0059 3050.16 71.900 CY | 325.00000 23367.50| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-5000 | | |
0060 3051.10 10845.000 LB | 0.80000 8676.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0061 6000.10 95.000 LS | 7200.00000 7200.00| |
ABUTMENT NO.1 EXCAVATION | | |
0062 6000.11 95.000 LS | 7200.00000 7200.00| |
ABUTMENT NO.2 EXCAVATION | | |
0063 6000.20 180.000 LS | 20000.00000 20000.00| |
PIER NO.1 EXCAVATION | | |
0064 6005.35 32.300 LF | 50.00000 1615.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0065 6005.78 8.000 EACH| 600.00000 4800.00| |
EXPANSION BEARING, TFE TYPE | | |
0066 6005.83 8.000 EACH| 500.00000 4000.00| |
FIXED BEARING | | |
0067 6010.22 161.400 CY | 700.00000 112980.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 6010.28 260.500 CY | 600.00000 156300.00| |
CLASS 47BD-5000 CONCRETE FOR BRIDGE | | |
0069 6011.11 170.400 LS | 155000.00000 155000.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 7+80.14 | | |
0070 6040.00 1.000 EACH| 110000.00000 110000.00| |
REMOVE STRUCTURE AT STA. 7+86.14 | | |
0071 6080.00 366.000 LB | 6.50000 2379.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0072 6095.00 6.000 EACH| 950.00000 5700.00| |
STEEL DIAPHRAGM | | |
0073 6131.50 68218.000 LB | 0.75000 51163.50| |
EPOXY COATED REINFORCING STEEL | | |
0074 6139.50 56.400 SY | 54.00000 3045.60| |
SUBSURFACE DRAINAGE MATTING | | |
0075 6210.50 2700.000 LF | 26.00000 70200.00| |
PIPE PILING | | |
0076 6501.00 14000.000 LS | 60750.00000 60750.00| |
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0077 8091.00 187.800 CY | 40.00000 7512.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 862,888.60| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0078 0030.70 LUMP| 1500.00000 1500.00| |
MOBILIZATION | | |
0079 7011.20 75.000 LF | 18.85000 1413.75| |
W-BEAM GUARDRAIL | | |
0080 7019.80 2.000 EACH| 3500.00000 7000.00| |
PERMANENT INERTIAL BARRIER SYSTEM | | |
0081 7020.00 4.000 EACH| 1400.00000 5600.00| |
BRIDGE APPROACH SECTIONS | | |
0082 7024.27 4.000 EACH| 1900.00000 7600.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 23,113.75| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0083 0001.08 7850.000 BDAY| 0.50000 3925.00| |
BARRICADE, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 0001.10 5437.000 BDAY| 1.60000 8699.20| |
BARRICADE, TYPE III | | |
0085 0001.30 2778.000 LDAY| 1.60000 4444.80| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0086 0001.75 653.000 EACH| 3.50000 2285.50| |
TEMPORARY SIGN DAY | | |
0087 0001.90 18306.000 EACH| 0.10000 1830.60| |
SIGN DAY | | |
0088 0002.30 3000.000 LF | 0.26000 780.00| |
PAVEMENT MARKING REMOVAL | | |
0089 0002.44 4000.000 LF | 0.30000 1200.00| |
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0090 0002.47 1800.000 LF | 0.15000 270.00| |
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0091 0002.52 140.000 EACH| 2.75000 385.00| |
TEMPORARY PAVEMENT MARKING, TYPE RPM | | |
0092 0002.97 33.000 DAY | 100.00000 3300.00| |
FLASHING ARROW PANEL | | |
0093 0003.10 25.000 DAY | 280.00000 7000.00| |
FLAGGING | | |
0094 0003.51 1600.000 LF | 7.00000 11200.00| |
INSTALL CONCRETE PROTECTION BARRIER | | |
0095 0003.58 4.000 EACH| 3450.00000 13800.00| |
INERTIAL BARRIER SYSTEM | | |
0096 0003.64 5.000 EACH| 470.00000 2350.00| |
REPLACEMENT MODULE | | |
0097 0010.04 1.000 EACH| 4500.00000 4500.00| |
FIELD OFFICE | | |
0098 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0099 0030.00 LUMP| 8500.00000 8500.00| |
MOBILIZATION | | |
0100 9110.01 40.000 HOUR| 100.00000 4000.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0101 9110.03 40.000 HOUR| 75.00000 3000.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0102 9110.06 40.000 HOUR| 125.00000 5000.00| |
RENTAL OF BACKHOE, FULLY OPERATED | | |
0103 9110.07 40.000 HOUR| 110.00000 4400.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 2930 COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(812)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 91,670.10| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,551,838.35| |
====================================================================================================================================