|
Contract Letting August 01, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
CONTRACT DESCRIPTION :
I-80, 168TH STREET BRIDGE, OMAHA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 955,735.90 100.0000%
2 2817 MCC, L.L.C. $ 1,099,619.06 115.0546%
3 1809 CAPITAL CONTRACTORS, INC. $ 1,226,289.30 128.3083%
4 1276 KIEWIT WESTERN CO. $ 1,436,900.50 150.3449%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(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 2.000 ACRE| 1132.00000 2264.00| 1102.50000 2205.00| 1000.00000 2000.00
SEEDING, TYPE A | | |
0002 L020.00 2237.000 SY | 2.04000 4563.48| 1.31000 2930.47| 1.80000 4026.60
EROSION CONTROL | | |
0003 L020.09 113.000 SY | 13.58000 1534.54| 13.13000 1483.69| 12.00000 1356.00
EROSION CONTROL, TYPE AAA | | |
0004 L022.11 1356.000 LF | 2.60000 3525.60| 2.36000 3200.16| 2.30000 3118.80
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L022.12 64.000 LF | 3.39000 216.96| 2.63000 168.32| 3.00000 192.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0006 L032.75 4.000 TON | 91.00000 364.00| 78.75000 315.00| 80.00000 320.00
MULCH | | |
0007 0030.10 LUMP| 4876.00000 4876.00| 16000.00000 16000.00| 11100.00000 11100.00
MOBILIZATION | | |
0008 1000.00 1.000 EACH| 453.00000 453.00| 420.00000 420.00| 400.00000 400.00
LARGE TREE REMOVAL | | |
0009 1009.00 LUMP| 5545.00000 5545.00| 10000.00000 10000.00| 4900.00000 4900.00
GENERAL CLEARING AND GRUBBING | | |
0010 1011.00 182.000 MGAL| 6.79000 1235.78| 6.30000 1146.60| 6.00000 1092.00
WATER | | |
0011 1030.00 13032.000 CY | 6.34000 82622.88| 5.88000 76628.16| 5.60000 72979.20
EARTHWORK MEASURED IN EMBANKMENT | | |
0012 1101.00 1262.000 SY | 3.39000 4278.18| 3.15000 3975.30| 3.00000 3786.00
REMOVE PAVEMENT | | |
0013 1101.25 50.000 LF | 2.50000 125.00| 2.50000 125.00| 2.50000 125.00
SAWING PAVEMENT | | |
0014 2009.52 5021.000 SY | 0.37000 1857.77| 0.35000 1757.35| 0.33000 1656.93
CRUSHED ROCK EMBEDMENT | | |
0015 2010.03 524.000 TON | 14.32000 7503.68| 13.28000 6958.72| 12.65000 6628.60
CRUSHED ROCK SURFACE COURSE | | |
0016 7017.00 3099.700 LF | 1.02000 3161.69| 1.05000 3254.69| 0.90000 2789.73
REMOVE GUARDRAIL | | |
0017 9009.88 1507.000 SY | 33.02000 49761.14| 30.07000 45315.49| 26.89000 40523.23
SURFACING 10" | | |
SECTION TOTALS | $ 173,888.70| $ 175,883.95| $ 156,994.09
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.10 LUMP| 3691.00000 3691.00| 2500.00000 2500.00| 8242.00000 8242.00
MOBILIZATION | | |
0019 4095.00 5611.000 SF | 27.22000 152731.42| 20.00000 112220.00| 22.45000 125966.95
CONCRETE FACE PANELS | | |
0020 4095.10 374.000 LF | 14.75000 5516.50| 12.00000 4488.00| 9.25000 3459.50
CONCRETE LEVELING PADS | | |
0021 4095.20 386.000 LF | 39.63000 15297.18| 65.00000 25090.00| 45.10000 17408.60
COPING | | |
0022 4350.21 465.000 LF | 20.79000 9667.35| 12.00000 5580.00| 18.25000 8486.25
21" CORRUGATED METAL PIPE | | |
0023 8024.75 6050.000 CY | 12.37000 74838.50| 17.00000 102850.00| 15.65000 94682.50
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 261,741.95| $ 252,728.00| $ 258,245.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERT
| | |
0024 P120.36 51.000 LF | 62.98000 3211.98| 89.46000 4562.46| 85.20000 4345.20
36" CULVERT PIPE, TYPE 2 | | |
0025 P402.15 51.000 LF | 24.26000 1237.26| 37.80000 1927.80| 36.00000 1836.00
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0026 P700.15 23.000 LF | 27.13000 623.99| 45.15000 1038.45| 43.00000 989.00
15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0027 0030.40 LUMP| 1154.00000 1154.00| 1260.00000 1260.00| 1200.00000 1200.00
MOBILIZATION | | |
0028 4004.50 404.000 LB | 2.83000 1143.32| 2.21000 892.84| 2.10000 848.40
CAST IRON GRATE AND FRAME | | |
0029 4040.00 2.000 EACH| 341.00000 682.00| 265.65000 531.30| 253.00000 506.00
REMOVE HEADWALLS FROM CULVERTS | | |
0030 4050.01 24.000 CY | 3.98000 95.52| 12.60000 302.40| 12.00000 288.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0031 4105.59 5.100 CY | 457.00000 2330.70| 519.75000 2650.73| 495.00000 2524.50
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0032 4107.07 1.760 CY | 279.00000 491.04| 262.50000 462.00| 250.00000 440.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0033 4155.50 335.000 LB | 0.25000 83.75| 1.26000 422.10| 1.20000 402.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4157.00 110.000 LB | 0.25000 27.50| 1.26000 138.60| 1.20000 132.00
REINFORCING STEEL FOR COLLARS | | |
0035 4310.36 2.000 EACH| 679.00000 1358.00| 1522.50000 3045.00| 1450.00000 2900.00
36" FLARED-END SECTION | | |
SECTION TOTALS | $ 12,439.06| $ 17,233.68| $ 16,411.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 203+05.72 ALT AA1
TW0 119'-0" SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0036 0030.60 LUMP| 42591.00000 42591.00| 50000.00000 50000.00| 50000.00000 50000.00
MOBILIZATION | | |
0037 3050.16 66.300 CY | 198.11000 13134.69| 180.00000 11934.00| 230.00000 15249.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-5000 | | |
0038 3051.10 10175.000 LB | 0.63000 6410.25| 0.65000 6613.75| 0.52000 5291.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0039 6000.10 105.000 LS | 1885.00000 1885.00| 5000.00000 5000.00| 15000.00000 15000.00
ABUTMENT NO.1 EXCAVATION | | |
0040 6000.11 105.000 LS | 1885.00000 1885.00| 5000.00000 5000.00| 15000.00000 15000.00
ABUTMENT NO.2 EXCAVATION | | |
0041 6000.20 180.000 LS | 6150.00000 6150.00| 12500.00000 12500.00| 30000.00000 30000.00
PIER NO.1 EXCAVATION | | |
0042 6005.35 32.300 LF | 50.45000 1629.54| 40.00000 1292.00| 75.00000 2422.50
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0043 6005.78 8.000 EACH| 610.00000 4880.00| 525.00000 4200.00| 550.00000 4400.00
EXPANSION BEARING, TFE TYPE | | |
0044 6005.83 8.000 EACH| 485.00000 3880.00| 400.00000 3200.00| 550.00000 4400.00
FIXED BEARING | | |
0045 6010.22 162.400 CY | 243.95000 39617.48| 340.00000 55216.00| 325.00000 52780.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0046 6010.28 260.500 CY | 248.29000 64679.55| 310.00000 80755.00| 350.00000 91175.00
CLASS 47BD-5000 CONCRETE FOR BRIDGE | | |
0047 6011.11 170.400 LS | 99920.00000 99920.00| 130000.00000 130000.00| 180000.00000 180000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 203+05.72 | | |
0048 6040.00 1.000 EACH| 24039.00000 24039.00| 45000.00000 45000.00| 75319.00000 75319.00
REMOVE STRUCTURE AT STA. 203+05.72 | | |
0049 6080.00 366.000 LB | 3.78000 1383.48| 1.50000 549.00| 5.00000 1830.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6095.00 6.000 EACH| 458.00000 2748.00| 360.00000 2160.00| 475.00000 2850.00
STEEL DIAPHRAGM | | |
0051 6131.50 68444.000 LB | 0.63000 43119.72| 0.60000 41066.40| 0.52000 35590.88
EPOXY COATED REINFORCING STEEL | | |
0052 6139.50 56.400 SY | 36.48000 2057.47| 14.00000 789.60| 25.00000 1410.00
SUBSURFACE DRAINAGE MATTING | | |
0053 6210.50 2765.000 LF | 21.46000 59336.90| 23.53000 65060.45| 20.00000 55300.00
PIPE PILING | | |
0054 6501.00 14000.000 LS | 8080.00000 8080.00| 35000.00000 35000.00| 61000.00000 61000.00
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0055 8091.00 183.500 CY | 11.66000 2139.61| 21.00000 3853.50| 35.00000 6422.50
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 429,566.69| $ 559,189.70| $ 705,439.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 203+05.72 ALT AA2
TW0 119'-0" SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0056 0030.60 LUMP| | |
MOBILIZATION | | |
0057 3050.15 66.300 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0058 3051.10 10175.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0059 6000.10 105.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0060 6000.11 105.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0061 6000.20 180.000 LS | | |
PIER NO.1 EXCAVATION | | |
0062 6005.35 32.300 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0063 6005.78 8.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0064 6005.83 4.000 EACH| | |
FIXED BEARING | | |
0065 6010.22 158.000 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0066 6010.26 242.100 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 203+05.72 | | |
0068 6071.11 292160.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 203+05.72 | | |
0069 6080.00 366.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0070 6131.50 69196.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0071 6139.50 56.500 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0072 6210.50 2560.000 LF | | |
PIPE PILING | | |
0073 6501.00 9200.000 LS | | |
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0074 8091.00 183.500 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0075 0030.70 LUMP| 679.00000 679.00| 600.00000 600.00| 600.00000 600.00
MOBILIZATION | | |
0076 7011.20 87.500 LF | 15.22000 1331.75| 13.45000 1176.88| 13.45000 1176.88
W-BEAM GUARDRAIL | | |
0077 7019.80 2.000 EACH| 4838.00000 9676.00| 3200.00000 6400.00| 4275.00000 8550.00
PERMANENT INERTIAL BARRIER SYSTEM | | |
0078 7020.00 4.000 EACH| 1439.00000 5756.00| 1272.00000 5088.00| 1272.00000 5088.00
BRIDGE APPROACH SECTIONS | | |
0079 7024.27 4.000 EACH| 1953.00000 7812.00| 1726.00000 6904.00| 1728.00000 6912.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 25,254.75| $ 20,168.88| $ 22,326.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0080 0001.08 7430.000 BDAY| 0.50000 3715.00| 0.50000 3715.00| 0.50000 3715.00
BARRICADE, TYPE II | | |
0081 0001.10 4883.000 BDAY| 1.64000 8008.12| 1.55000 7568.65| 1.45000 7080.35
BARRICADE, TYPE III | | |
0082 0001.30 2610.000 LDAY| 0.23000 600.30| 1.55000 4045.50| 0.20000 522.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 0001.75 653.000 EACH| 4.53000 2958.09| 2.92000 1906.76| 4.00000 2612.00
TEMPORARY SIGN DAY | | |
0084 0001.90 17224.000 EACH| 0.06000 1033.44| 0.11000 1894.64| 0.05000 861.20
SIGN DAY | | |
0085 0002.30 2500.000 LF | 0.20000 500.00| 0.25000 625.00| 0.18000 450.00
PAVEMENT MARKING REMOVAL | | |
0086 0002.44 3300.000 LF | 0.20000 660.00| 0.26000 858.00| 0.18000 594.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0087 0002.47 1800.000 LF | 0.74000 1332.00| 0.14000 252.00| 0.65000 1170.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0088 0002.52 110.000 EACH| 5.66000 622.60| 2.63000 289.30| 5.00000 550.00
TEMPORARY PAVEMENT MARKING, TYPE RPM | | |
0089 0002.97 33.000 DAY | 196.90000 6497.70| 100.00000 3300.00| 174.00000 5742.00
FLASHING ARROW PANEL | | |
0090 0003.10 25.000 DAY | 254.29000 6357.25| 220.00000 5500.00| 200.00000 5000.00
FLAGGING | | |
0091 0003.51 1000.000 LF | 4.00000 4000.00| 11.27000 11270.00| 17.50000 17500.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0092 0003.58 4.000 EACH| 1697.00000 6788.00| 3360.00000 13440.00| 1500.00000 6000.00
INERTIAL BARRIER SYSTEM | | |
0093 0003.64 5.000 EACH| 566.00000 2830.00| 350.00000 1750.00| 500.00000 2500.00
REPLACEMENT MODULE | | |
0094 0010.04 1.000 EACH| 964.00000 964.00| 4500.00000 4500.00| 5000.00000 5000.00
FIELD OFFICE | | |
0095 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0096 0030.00 LUMP| 1.00000 1.00| 7000.00000 7000.00| 2500.00000 2500.00
MOBILIZATION | | |
0097 9110.01 15.000 HOUR| 101.85000 1527.75| 100.00000 1500.00| 70.00000 1050.00
RENTAL OF LOADER, FULLY OPERATED | | |
0098 9110.03 15.000 HOUR| 84.87000 1273.05| 65.00000 975.00| 55.00000 825.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0099 9110.06 15.000 HOUR| 84.87000 1273.05| 105.00000 1575.00| 110.00000 1650.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0100 9110.07 15.000 HOUR| 73.56000 1103.40| 110.00000 1650.00| 50.00000 750.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 52,844.75| $ 74,414.85| $ 66,871.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 955,735.90| $ 1,099,619.06| $ 1,226,289.30
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(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 2.000 ACRE| 1155.00000 2310.00| |
SEEDING, TYPE A | | |
0002 L020.00 2237.000 SY | 1.35000 3019.95| |
EROSION CONTROL | | |
0003 L020.09 113.000 SY | 13.75000 1553.75| |
EROSION CONTROL, TYPE AAA | | |
0004 L022.11 1356.000 LF | 2.45000 3322.20| |
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L022.12 64.000 LF | 2.75000 176.00| |
FABRIC SILT FENCE-HIGH POROSITY | | |
0006 L032.75 4.000 TON | 82.50000 330.00| |
MULCH | | |
0007 0030.10 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0008 1000.00 1.000 EACH| 440.00000 440.00| |
LARGE TREE REMOVAL | | |
0009 1009.00 LUMP| 25000.00000 25000.00| |
GENERAL CLEARING AND GRUBBING | | |
0010 1011.00 182.000 MGAL| 6.60000 1201.20| |
WATER | | |
0011 1030.00 13032.000 CY | 6.15000 80146.80| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0012 1101.00 1262.000 SY | 3.30000 4164.60| |
REMOVE PAVEMENT | | |
0013 1101.25 50.000 LF | 2.50000 125.00| |
SAWING PAVEMENT | | |
0014 2009.52 5021.000 SY | 0.50000 2510.50| |
CRUSHED ROCK EMBEDMENT | | |
0015 2010.03 524.000 TON | 14.00000 7336.00| |
CRUSHED ROCK SURFACE COURSE | | |
0016 7017.00 3099.700 LF | 1.00000 3099.70| |
REMOVE GUARDRAIL | | |
0017 9009.88 1507.000 SY | 32.00000 48224.00| |
SURFACING 10" | | |
SECTION TOTALS | $ 197,959.70| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.10 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0019 4095.00 5611.000 SF | 27.00000 151497.00| |
CONCRETE FACE PANELS | | |
0020 4095.10 374.000 LF | 15.00000 5610.00| |
CONCRETE LEVELING PADS | | |
0021 4095.20 386.000 LF | 72.00000 27792.00| |
COPING | | |
0022 4350.21 465.000 LF | 20.00000 9300.00| |
21" CORRUGATED METAL PIPE | | |
0023 8024.75 6050.000 CY | 12.00000 72600.00| |
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 281,799.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERT
| | |
0024 P120.36 51.000 LF | 100.00000 5100.00| |
36" CULVERT PIPE, TYPE 2 | | |
0025 P402.15 51.000 LF | 61.00000 3111.00| |
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0026 P700.15 23.000 LF | 63.00000 1449.00| |
15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0027 0030.40 LUMP| 1500.00000 1500.00| |
MOBILIZATION | | |
0028 4004.50 404.000 LB | 2.00000 808.00| |
CAST IRON GRATE AND FRAME | | |
0029 4040.00 2.000 EACH| 300.00000 600.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0030 4050.01 24.000 CY | 10.00000 240.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0031 4105.59 5.100 CY | 1200.00000 6120.00| |
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0032 4107.07 1.760 CY | 600.00000 1056.00| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0033 4155.50 335.000 LB | 1.00000 335.00| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4157.00 110.000 LB | 1.00000 110.00| |
REINFORCING STEEL FOR COLLARS | | |
0035 4310.36 2.000 EACH| 800.00000 1600.00| |
36" FLARED-END SECTION | | |
SECTION TOTALS | $ 22,029.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 203+05.72 ALT AA1
TW0 119'-0" SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0036 0030.60 LUMP| 41500.00000 41500.00| |
MOBILIZATION | | |
0037 3050.16 66.300 CY | 260.00000 17238.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-5000 | | |
0038 3051.10 10175.000 LB | 0.80000 8140.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0039 6000.10 105.000 LS | 10000.00000 10000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0040 6000.11 105.000 LS | 8000.00000 8000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0041 6000.20 180.000 LS | 30000.00000 30000.00| |
PIER NO.1 EXCAVATION | | |
0042 6005.35 32.300 LF | 58.00000 1873.40| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0043 6005.78 8.000 EACH| 600.00000 4800.00| |
EXPANSION BEARING, TFE TYPE | | |
0044 6005.83 8.000 EACH| 550.00000 4400.00| |
FIXED BEARING | | |
0045 6010.22 162.400 CY | 625.00000 101500.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0046 6010.28 260.500 CY | 750.00000 195375.00| |
CLASS 47BD-5000 CONCRETE FOR BRIDGE | | |
0047 6011.11 170.400 LS | 135000.00000 135000.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 203+05.72 | | |
0048 6040.00 1.000 EACH| 85000.00000 85000.00| |
REMOVE STRUCTURE AT STA. 203+05.72 | | |
0049 6080.00 366.000 LB | 2.00000 732.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6095.00 6.000 EACH| 700.00000 4200.00| |
STEEL DIAPHRAGM | | |
0051 6131.50 68444.000 LB | 0.75000 51333.00| |
EPOXY COATED REINFORCING STEEL | | |
0052 6139.50 56.400 SY | 50.00000 2820.00| |
SUBSURFACE DRAINAGE MATTING | | |
0053 6210.50 2765.000 LF | 28.00000 77420.00| |
PIPE PILING | | |
0054 6501.00 14000.000 LS | 61000.00000 61000.00| |
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0055 8091.00 183.500 CY | 30.00000 5505.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 845,836.40| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 203+05.72 ALT AA2
TW0 119'-0" SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0056 0030.60 LUMP| | |
MOBILIZATION | | |
0057 3050.15 66.300 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0058 3051.10 10175.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0059 6000.10 105.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0060 6000.11 105.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0061 6000.20 180.000 LS | | |
PIER NO.1 EXCAVATION | | |
0062 6005.35 32.300 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0063 6005.78 8.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0064 6005.83 4.000 EACH| | |
FIXED BEARING | | |
0065 6010.22 158.000 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0066 6010.26 242.100 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 203+05.72 | | |
0068 6071.11 292160.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 203+05.72 | | |
0069 6080.00 366.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0070 6131.50 69196.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0071 6139.50 56.500 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0072 6210.50 2560.000 LF | | |
PIPE PILING | | |
0073 6501.00 9200.000 LS | | |
PENETRATING PROTECTIVE CONCRETE SEALANT | | |
0074 8091.00 183.500 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0075 0030.70 LUMP| 1500.00000 1500.00| |
MOBILIZATION | | |
0076 7011.20 87.500 LF | 14.80000 1295.00| |
W-BEAM GUARDRAIL | | |
0077 7019.80 2.000 EACH| 4700.00000 9400.00| |
PERMANENT INERTIAL BARRIER SYSTEM | | |
0078 7020.00 4.000 EACH| 1400.00000 5600.00| |
BRIDGE APPROACH SECTIONS | | |
0079 7024.27 4.000 EACH| 1900.00000 7600.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 25,395.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0080 0001.08 7430.000 BDAY| 0.50000 3715.00| |
BARRICADE, TYPE II | | |
0081 0001.10 4883.000 BDAY| 1.60000 7812.80| |
BARRICADE, TYPE III | | |
0082 0001.30 2610.000 LDAY| 0.22000 574.20| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 2928X COUNTIES : SARPY
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACIM-80-9(810)
====================================================================================================================================
|(4) 1276 | |
|KIEWIT WESTERN CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 0001.75 653.000 EACH| 4.40000 2873.20| |
TEMPORARY SIGN DAY | | |
0084 0001.90 17224.000 EACH| 0.05000 861.20| |
SIGN DAY | | |
0085 0002.30 2500.000 LF | 0.20000 500.00| |
PAVEMENT MARKING REMOVAL | | |
0086 0002.44 3300.000 LF | 0.20000 660.00| |
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0087 0002.47 1800.000 LF | 0.70000 1260.00| |
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0088 0002.52 110.000 EACH| 5.50000 605.00| |
TEMPORARY PAVEMENT MARKING, TYPE RPM | | |
0089 0002.97 33.000 DAY | 190.00000 6270.00| |
FLASHING ARROW PANEL | | |
0090 0003.10 25.000 DAY | 250.00000 6250.00| |
FLAGGING | | |
0091 0003.51 1000.000 LF | 7.50000 7500.00| |
INSTALL CONCRETE PROTECTION BARRIER | | |
0092 0003.58 4.000 EACH| 1650.00000 6600.00| |
INERTIAL BARRIER SYSTEM | | |
0093 0003.64 5.000 EACH| 550.00000 2750.00| |
REPLACEMENT MODULE | | |
0094 0010.04 1.000 EACH| 4500.00000 4500.00| |
FIELD OFFICE | | |
0095 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0096 0030.00 LUMP| 4500.00000 4500.00| |
MOBILIZATION | | |
0097 9110.01 15.000 HOUR| 100.00000 1500.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0098 9110.03 15.000 HOUR| 75.00000 1125.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0099 9110.06 15.000 HOUR| 130.00000 1950.00| |
RENTAL OF BACKHOE, FULLY OPERATED | | |
0100 9110.07 15.000 HOUR| 85.00000 1275.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 63,881.40| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,436,900.50| |
====================================================================================================================================