|
Contract Letting August 01, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F12 CONTRACT ID : 4975X COUNTIES : THAYER
LETTING DATE : 08/01/02 DISTRICT : 4
PROJECT(S) : EACSTPD-136-5(106)
CONTRACT DESCRIPTION : STPP-136-5(108)
ON US-136, EAST OF DESHLER & WEST OF GILEAD.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0462 L. J. WEBB CONTRACTOR, INC. $ 1,094,967.63 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 1,192,925.56 108.9461%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 4975X COUNTIES : THAYER
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-136-5(106)
STPP-136-5(108)
====================================================================================================================================
|(1) 0462 |(2) 1809 |
|WEBB CONTRACTOR, INC./L. J. |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 L020.00 3252.000 SY | 2.25000 7317.00| 2.25000 7317.00|
EROSION CONTROL | | |
0002 L022.25 400.000 LF | 5.00000 2000.00| 5.00000 2000.00|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0003 0030.10 LUMP| 500.00000 500.00| 4500.00000 4500.00|
MOBILIZATION | | |
0004 1009.00 LUMP| 2000.00000 2000.00| 2000.00000 2000.00|
GENERAL CLEARING AND GRUBBING FOR | | |
PROJECT EACSTPD-136-5(106) | | |
0005 1009.01 LUMP| 1000.00000 1000.00| 1000.00000 1000.00|
GENERAL CLEARING AND GRUBBING FOR | | |
PROJECT STPP-136-5(108) | | |
0006 1010.00 377.000 CY | 2.00000 754.00| 2.00000 754.00|
EXCAVATION | | |
0007 1010.10 14270.000 CY | 2.15000 30680.50| 2.15000 30680.50|
EXCAVATION, BORROW | | |
0008 1011.00 14.000 MGAL| 22.00000 308.00| 22.00000 308.00|
WATER | | |
0009 1033.00 2.780 STA | 1300.00000 3614.00| 1300.00000 3614.00|
ROADWAY GRADING | | |
0010 1300.24 44.000 LF | 25.00000 1100.00| 25.00000 1100.00|
24" DRIVEWAY CULVERT PIPE | | |
0011 7017.00 462.000 LF | 2.00000 924.00| 2.00000 924.00|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 50,197.50| $ 54,197.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 7+25.24
1-64' & 2-58' SPANS PRESTRESSED CONC IT-600 GIRDER BRIDGE
| | |
0012 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0013 0030.60 LUMP| 48000.00000 48000.00| 63000.00000 63000.00|
MOBILIZATION | | |
0014 1010.01 1700.000 CY | 5.00000 8500.00| 3.00000 5100.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0015 1043.50 609.000 SY | 2.00000 1218.00| 1.25000 761.25|
RIPRAP FILTER FABRIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 4975X COUNTIES : THAYER
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-136-5(106)
STPP-136-5(108)
====================================================================================================================================
|(1) 0462 |(2) 1809 |
|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 3050.15 179.700 CY | 210.00000 37737.00| 350.00000 62895.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0017 3051.10 20475.000 LB | 0.70000 14332.50| 0.75000 15356.25|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0018 6000.10 5.000 LS | 5000.00000 5000.00| 15000.00000 15000.00|
ABUTMENT NO.1 EXCAVATION | | |
0019 6000.11 5.000 LS | 5000.00000 5000.00| 15000.00000 15000.00|
ABUTMENT NO.2 EXCAVATION | | |
0020 6000.60 5.000 LS | 15000.00000 15000.00| 20000.00000 20000.00|
PIER NO.1 EXCAVATION | | |
0021 6000.61 5.000 LS | 15000.00000 15000.00| 20000.00000 20000.00|
PIER NO.2 EXCAVATION | | |
0022 6005.35 95.300 LF | 50.00000 4765.00| 75.00000 7147.50|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0023 6005.60 108.000 EACH| 90.00000 9720.00| 75.00000 8100.00|
ELASTOMERIC BEARING | | |
0024 6010.22 213.700 CY | 425.00000 90822.50| 340.00000 72658.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0025 6010.26 213.700 CY | 425.00000 90822.50| 340.00000 72658.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0026 6011.11 204.600 LS | 185000.00000 185000.00| 195000.00000 195000.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 7+25.24 | | |
0027 6040.00 1.000 EACH| 25000.00000 25000.00| 45000.00000 45000.00|
REMOVE STRUCTURE AT STA. 7+30.48 | | |
0028 6080.00 5117.000 LB | 2.50000 12792.50| 2.70000 13815.90|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0029 6105.02 505.000 TON | 38.00000 19190.00| 35.00000 17675.00|
ROCK RIPRAP, TYPE B | | |
0030 6131.50 85710.000 LB | 0.63000 53997.30| 0.75000 64282.50|
EPOXY COATED REINFORCING STEEL | | |
0031 6139.50 29.800 SY | 50.00000 1490.00| 50.00000 1490.00|
SUBSURFACE DRAINAGE MATTING | | |
0032 6210.12 935.000 LF | 25.00000 23375.00| 17.50000 16362.50|
HP 10"X42# STEEL PILING | | |
0033 6251.40 92.000 LF | 440.00000 40480.00| 600.00000 55200.00|
ROCK SOCKET | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 4975X COUNTIES : THAYER
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-136-5(106)
STPP-136-5(108)
====================================================================================================================================
|(1) 0462 |(2) 1809 |
|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6251.50 99.700 LF | 515.00000 51345.50| 600.00000 59820.00|
DRILLED SHAFT | | |
0035 6310.00 3122.000 SF | 11.75000 36683.50| 12.00000 37464.00|
STEEL SHEET PILING | | |
0036 6510.55 22.222 LS | 6000.00000 6000.00| 5500.00000 5500.00|
TEMPORARY BRIDGE SHORING | | |
0037 6510.60 6.667 LS | 12000.00000 12000.00| 5500.00000 5500.00|
BRIDGE SHORING | | |
0038 8091.00 139.700 CY | 20.00000 2794.00| 45.00000 6286.50|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 816,865.30| $ 901,872.40|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6A BRIDGE AT STA. 155+41
1-34'6" & 2-28'9" SPANS CONCRETE SLAB BRIDGE
| | |
0039 0030.60 LUMP| 4000.00000 4000.00| 3600.00000 3600.00|
MOBILIZATION | | |
0040 6010.26 22.500 CY | 600.00000 13500.00| 575.00000 12937.50|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0041 6020.00 2385.000 LB | 1.00000 2385.00| 1.05000 2504.25|
REINFORCING STEEL FOR BRIDGE | | |
0042 6030.00 1.000 EACH| 15000.00000 15000.00| 7500.00000 7500.00|
PREPARATION OF BRIDGE AT STA. 155+41 | | |
SECTION TOTALS | $ 34,885.00| $ 26,541.75|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0043 0030.70 LUMP| 2160.00000 2160.00| 2160.00000 2160.00|
MOBILIZATION | | |
0044 7011.20 175.000 LF | 12.04000 2107.00| 12.04000 2107.00|
W-BEAM GUARDRAIL | | |
0045 7020.00 8.000 EACH| 1030.50000 8244.00| 1030.50000 8244.00|
BRIDGE APPROACH SECTIONS | | |
0046 7024.27 8.000 EACH| 1532.00000 12256.00| 1532.00000 12256.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 24,767.00| $ 24,767.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 4975X COUNTIES : THAYER
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-136-5(106)
STPP-136-5(108)
====================================================================================================================================
|(1) 0462 |(2) 1809 |
|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0047 L001.02 7.400 ACRE| 616.00000 4558.40| 616.00000 4558.40|
SEEDING, TYPE B | | |
0048 L032.75 17.000 TON | 95.00000 1615.00| 95.00000 1615.00|
MULCH | | |
0049 0030.90 LUMP| 23250.00000 23250.00| 23250.00000 23250.00|
MOBILIZATION | | |
0050 2001.00 133.000 CY | 15.00000 1995.00| 15.00000 1995.00|
GRAVEL SURFACE COURSE | | |
0051 2009.10 5.138 STA | 110.00000 565.18| 500.00000 2569.00|
GRAVEL EMBEDMENT | | |
0052 7502.04 300.000 LF | 4.00000 1200.00| 4.00000 1200.00|
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0053 9005.30 450.000 TON | 49.75000 22387.50| 49.75000 22387.50|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0054 9009.00 253.000 SY | 8.50000 2150.50| 8.50000 2150.50|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0055 9009.75 40.000 SY | 75.00000 3000.00| 75.00000 3000.00|
TEMPORARY SURFACING 10" | | |
0056 9009.88 350.000 SY | 55.00000 19250.00| 55.00000 19250.00|
SURFACING 10" | | |
0057 9021.01 24.300 TON | 210.00000 5103.00| 210.00000 5103.00|
PERFORMANCE GRADED BINDER (64-22) | | |
0058 9034.00 253.000 SY | 5.00000 1265.00| 5.00000 1265.00|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0059 9053.00 270.000 GAL | 1.50000 405.00| 1.50000 405.00|
TACK COAT | | |
0060 9111.00 3.000 MGAL| 15.00000 45.00| 15.00000 45.00|
WATER | | |
0061 9170.00 10.150 STA | 350.00000 3552.50| 350.00000 3552.50|
EARTH SHOULDER CONSTRUCTION | | |
0062 9188.50 500.000 SY | 37.50000 18750.00| 37.50000 18750.00|
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 109,092.08| $ 111,095.90|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 4975X COUNTIES : THAYER
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-136-5(106)
STPP-136-5(108)
====================================================================================================================================
|(1) 0462 |(2) 1809 |
|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0063 0001.08 2048.000 BDAY| 0.50000 1024.00| 0.50000 1024.00|
BARRICADE, TYPE II | | |
0064 0001.10 2372.000 BDAY| 1.30000 3083.60| 1.30000 3083.60|
BARRICADE, TYPE III | | |
0065 0001.30 721.000 LDAY| 0.95000 684.95| 0.95000 684.95|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0066 0001.90 9122.000 EACH| 0.60000 5473.20| 0.60000 5473.20|
SIGN DAY | | |
0067 0002.30 1500.000 LF | 0.60000 900.00| 0.60000 900.00|
PAVEMENT MARKING REMOVAL | | |
0068 0002.31 1200.000 LF | 0.30000 360.00| 0.30000 360.00|
TEMPORARY PAVEMENT MARKING | | |
0069 0002.39 1500.000 LF | 1.00000 1500.00| 1.00000 1500.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0070 0002.47 800.000 LF | 1.50000 1200.00| 1.50000 1200.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0071 0003.10 15.000 DAY | 185.00000 2775.00| 185.00000 2775.00|
FLAGGING | | |
0072 0003.51 540.000 LF | 15.00000 8100.00| 15.00000 8100.00|
INSTALL CONCRETE PROTECTION BARRIER | | |
0073 0003.56 1240.000 LF | 4.00000 4960.00| 4.00000 4960.00|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0074 0003.70 8.000 EACH| 375.00000 3000.00| 375.00000 3000.00|
TEMPORARY RUMBLE STRIP | | |
0075 0003.75 2.000 EACH| 10500.00000 21000.00| 14645.13000 29290.26|
TEMPORARY TRAFFIC SIGNAL | | |
0076 0010.04 1.000 EACH| 2000.00000 2000.00| 4000.00000 4000.00|
FIELD OFFICE | | |
0077 0030.00 LUMP| 3100.00000 3100.00| 8100.00000 8100.00|
MOBILIZATION | | |
SECTION TOTALS | $ 59,160.75| $ 74,451.01|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,094,967.63| $ 1,192,925.56|
====================================================================================================================================