|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F17 CONTRACT ID : 4767 COUNTIES : SHERMAN
LETTING DATE : 02/22/01 DISTRICT : 4
PROJECT(S) : BRO-7082(14)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF ASHTON.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
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0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0137 IN THIS LETTING IS LIMITED TO 1.
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0462 IN THIS LETTING IS LIMITED TO ONE.
0805 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0805 IN THIS LETTING IS LIMITED TO 1.
1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
1742 IN THIS LETTING IS LIMITED TO ONE.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1730 WILKE CONTRACTING CORPORATION $ 246,766.29 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 269,780.20 109.3261%
3 0805 A. M. COHRON & SON, INC. $ 272,833.60 110.5635%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 276,003.60 111.8481%
5 0013 THE DIAMOND ENGINEERING COMPANY $ 278,355.25 112.8011%
6 0880 CHRISTENSEN BROS., INC. $ 283,288.00 114.8001%
7 2017 BRB CONTRACTORS, INC. $ 300,789.30 121.8923%
8 1742 HERBST CONSTRUCTION, INC. $ 311,725.10 126.3240%
9 0137 JUDDS BROS. CONSTRUCTION CO. $ 313,291.40 126.9587%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4767 COUNTIES : SHERMAN
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7082(14)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 0805
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 20+69
1-30'6" & 2-30' SPANS PRESTRESSED CONCRETE DOUBLE TEE BRIDGE
| | |
0001 0001.10 1248.000 BDAY| 1.00000 1248.00| 2.00000 2496.00| 2.00000 2496.00
BARRICADE, TYPE III | | |
0002 0001.30 208.000 LDAY| 1.00000 208.00| 2.25000 468.00| 2.25000 468.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0003 0001.90 2080.000 EACH| 0.20000 416.00| 0.25000 520.00| 0.25000 520.00
SIGN DAY | | |
0004 0030.60 LUMP| 9500.00000 9500.00| 19000.00000 19000.00| 23000.00000 23000.00
MOBILIZATION | | |
0005 1010.01 3327.000 CY | 1.95000 6487.65| 1.10000 3659.70| 4.00000 13308.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 4050.01 64.000 CY | 11.00000 704.00| 25.00000 1600.00| 10.00000 640.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0007 4300.24 142.000 LF | 18.00000 2556.00| 25.00000 3550.00| 28.00000 3976.00
24" CULVERT PIPE | | |
0008 4310.24 2.000 EACH| 160.00000 320.00| 385.00000 770.00| 275.00000 550.00
24" FLARED-END SECTION | | |
0009 6000.10 15.000 LS | 1500.00000 1500.00| 7500.00000 7500.00| 2000.00000 2000.00
ABUTMENT NO.1 EXCAVATION | | |
0010 6000.11 15.000 LS | 1500.00000 1500.00| 7500.00000 7500.00| 2000.00000 2000.00
ABUTMENT NO.2 EXCAVATION | | |
0011 6001.50 35.000 LS | 2000.00000 2000.00| 15000.00000 15000.00| 10000.00000 10000.00
BENT NO.1 EXCAVATION | | |
0012 6001.51 35.000 LS | 2000.00000 2000.00| 15000.00000 15000.00| 10000.00000 10000.00
BENT NO.2 EXCAVATION | | |
0013 6010.22 102.100 CY | 322.00000 32876.20| 285.00000 29098.50| 300.00000 30630.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0014 6010.26 82.700 CY | 308.00000 25471.60| 295.00000 24396.50| 300.00000 24810.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0015 6011.11 54.500 LS | 55000.00000 55000.00| 55000.00000 55000.00| 52000.00000 52000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 20+69 | | |
0016 6020.00 16530.000 LB | 0.59000 9752.70| 0.55000 9091.50| 0.55000 9091.50
REINFORCING STEEL FOR BRIDGE | | |
0017 6040.00 1.000 EACH| 8500.00000 8500.00| 9440.00000 9440.00| 11000.00000 11000.00
REMOVE STRUCTURE AT STA. 20+70 | | |
0018 6080.00 1270.000 LB | 4.00000 5080.00| 3.00000 3810.00| 2.25000 2857.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4767 COUNTIES : SHERMAN
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7082(14)
====================================================================================================================================
|(1) 1730 |(2) 1809 |(3) 0805
|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6105.02 463.000 TON | 39.00000 18057.00| 35.00000 16205.00| 37.00000 17131.00
ROCK RIPRAP, TYPE B | | |
0020 6200.00 1090.000 LF | 30.00000 32700.00| 19.00000 20710.00| 26.00000 28340.00
CONCRETE PILING | | |
0021 6310.00 1525.300 SF | 13.80000 21049.14| 10.00000 15253.00| 12.00000 18303.60
STEEL SHEET PILING | | |
0022 7020.00 4.000 EACH| 1300.00000 5200.00| 1292.00000 5168.00| 1292.00000 5168.00
BRIDGE APPROACH SECTIONS | | |
0023 7021.45 4.000 EACH| 1160.00000 4640.00| 1136.00000 4544.00| 1136.00000 4544.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 246,766.29| $ 269,780.20| $ 272,833.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 246,766.29| $ 269,780.20| $ 272,833.60
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4767 COUNTIES : SHERMAN
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7082(14)
====================================================================================================================================
|(4) 0462 |(5) 0013 |(6) 0880
|WEBB CONTRACTOR, INC./L. J. |DIAMOND ENGINEERING COMPANY/|CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 20+69
1-30'6" & 2-30' SPANS PRESTRESSED CONCRETE DOUBLE TEE BRIDGE
| | |
0001 0001.10 1248.000 BDAY| 2.00000 2496.00| 2.50000 3120.00| 2.00000 2496.00
BARRICADE, TYPE III | | |
0002 0001.30 208.000 LDAY| 2.25000 468.00| 3.00000 624.00| 1.10000 228.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0003 0001.90 2080.000 EACH| 0.25000 520.00| 0.65000 1352.00| 0.70000 1456.00
SIGN DAY | | |
0004 0030.60 LUMP| 20550.00000 20550.00| 14000.00000 14000.00| 28000.00000 28000.00
MOBILIZATION | | |
0005 1010.01 3327.000 CY | 1.10000 3659.70| 3.00000 9981.00| 3.00000 9981.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 4050.01 64.000 CY | 10.00000 640.00| 14.00000 896.00| 7.00000 448.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0007 4300.24 142.000 LF | 17.00000 2414.00| 22.50000 3195.00| 21.00000 2982.00
24" CULVERT PIPE | | |
0008 4310.24 2.000 EACH| 150.00000 300.00| 185.00000 370.00| 350.00000 700.00
24" FLARED-END SECTION | | |
0009 6000.10 15.000 LS | 2000.00000 2000.00| 1225.00000 1225.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0010 6000.11 15.000 LS | 2000.00000 2000.00| 1225.00000 1225.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0011 6001.50 35.000 LS | 5000.00000 5000.00| 2025.00000 2025.00| 7000.00000 7000.00
BENT NO.1 EXCAVATION | | |
0012 6001.51 35.000 LS | 5000.00000 5000.00| 2025.00000 2025.00| 7000.00000 7000.00
BENT NO.2 EXCAVATION | | |
0013 6010.22 102.100 CY | 400.00000 40840.00| 373.00000 38083.30| 360.00000 36756.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0014 6010.26 82.700 CY | 450.00000 37215.00| 363.00000 30020.10| 340.00000 28118.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0015 6011.11 54.500 LS | 54000.00000 54000.00| 60500.00000 60500.00| 45000.00000 45000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 20+69 | | |
0016 6020.00 16530.000 LB | 0.70000 11571.00| 0.59000 9752.70| 0.60000 9918.00
REINFORCING STEEL FOR BRIDGE | | |
0017 6040.00 1.000 EACH| 6000.00000 6000.00| 3375.00000 3375.00| 12000.00000 12000.00
REMOVE STRUCTURE AT STA. 20+70 | | |
0018 6080.00 1270.000 LB | 3.00000 3810.00| 2.70000 3429.00| 4.00000 5080.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4767 COUNTIES : SHERMAN
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7082(14)
====================================================================================================================================
|(4) 0462 |(5) 0013 |(6) 0880
|WEBB CONTRACTOR, INC./L. J. |DIAMOND ENGINEERING COMPANY/|CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6105.02 463.000 TON | 33.00000 15279.00| 43.00000 19909.00| 30.00000 13890.00
ROCK RIPRAP, TYPE B | | |
0020 6200.00 1090.000 LF | 30.00000 32700.00| 36.60000 39894.00| 32.00000 34880.00
CONCRETE PILING | | |
0021 6310.00 1525.300 SF | 13.00000 19828.90| 15.50000 23642.15| 14.00000 21354.20
STEEL SHEET PILING | | |
0022 7020.00 4.000 EACH| 1292.00000 5168.00| 1292.00000 5168.00| 1300.00000 5200.00
BRIDGE APPROACH SECTIONS | | |
0023 7021.45 4.000 EACH| 1136.00000 4544.00| 1136.00000 4544.00| 1200.00000 4800.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 276,003.60| $ 278,355.25| $ 283,288.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 276,003.60| $ 278,355.25| $ 283,288.00
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4767 COUNTIES : SHERMAN
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7082(14)
====================================================================================================================================
|(7) 2017 |(8) 1742 |(9) 0137
|BRB CONTRACTORS, INC. |HERBST CONSTRUCTION, INC. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 20+69
1-30'6" & 2-30' SPANS PRESTRESSED CONCRETE DOUBLE TEE BRIDGE
| | |
0001 0001.10 1248.000 BDAY| 2.00000 2496.00| 3.00000 3744.00| 2.00000 2496.00
BARRICADE, TYPE III | | |
0002 0001.30 208.000 LDAY| 2.25000 468.00| 3.00000 624.00| 2.25000 468.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0003 0001.90 2080.000 EACH| 0.25000 520.00| 1.00000 2080.00| 0.25000 520.00
SIGN DAY | | |
0004 0030.60 LUMP| 28000.00000 28000.00| 24000.00000 24000.00| 13000.00000 13000.00
MOBILIZATION | | |
0005 1010.01 3327.000 CY | 4.00000 13308.00| 6.00000 19962.00| 1.10000 3659.70
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 4050.01 64.000 CY | 18.00000 1152.00| 10.00000 640.00| 20.00000 1280.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0007 4300.24 142.000 LF | 20.00000 2840.00| 20.00000 2840.00| 27.00000 3834.00
24" CULVERT PIPE | | |
0008 4310.24 2.000 EACH| 240.00000 480.00| 265.00000 530.00| 150.00000 300.00
24" FLARED-END SECTION | | |
0009 6000.10 15.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0010 6000.11 15.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0011 6001.50 35.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 4500.00000 4500.00
BENT NO.1 EXCAVATION | | |
0012 6001.51 35.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 4500.00000 4500.00
BENT NO.2 EXCAVATION | | |
0013 6010.22 102.100 CY | 410.00000 41861.00| 325.00000 33182.50| 650.00000 66365.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0014 6010.26 82.700 CY | 310.00000 25637.00| 375.00000 31012.50| 775.00000 64092.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0015 6011.11 54.500 LS | 62500.00000 62500.00| 66000.00000 66000.00| 50000.00000 50000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 20+69 | | |
0016 6020.00 16530.000 LB | 0.79000 13058.70| 0.55000 9091.50| 0.50000 8265.00
REINFORCING STEEL FOR BRIDGE | | |
0017 6040.00 1.000 EACH| 8000.00000 8000.00| 15000.00000 15000.00| 3000.00000 3000.00
REMOVE STRUCTURE AT STA. 20+70 | | |
0018 6080.00 1270.000 LB | 3.30000 4191.00| 4.00000 5080.00| 2.00000 2540.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 4767 COUNTIES : SHERMAN
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7082(14)
====================================================================================================================================
|(7) 2017 |(8) 1742 |(9) 0137
|BRB CONTRACTORS, INC. |HERBST CONSTRUCTION, INC. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6105.02 463.000 TON | 34.00000 15742.00| 35.00000 16205.00| 40.00000 18520.00
ROCK RIPRAP, TYPE B | | |
0020 6200.00 1090.000 LF | 28.00000 30520.00| 27.00000 29430.00| 26.50000 28885.00
CONCRETE PILING | | |
0021 6310.00 1525.300 SF | 12.00000 18303.60| 12.00000 18303.60| 14.00000 21354.20
STEEL SHEET PILING | | |
0022 7020.00 4.000 EACH| 1292.00000 5168.00| 1300.00000 5200.00| 1292.00000 5168.00
BRIDGE APPROACH SECTIONS | | |
0023 7021.45 4.000 EACH| 1136.00000 4544.00| 1200.00000 4800.00| 1136.00000 4544.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 300,789.30| $ 311,725.10| $ 313,291.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 300,789.30| $ 311,725.10| $ 313,291.40
====================================================================================================================================