|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F01 CONTRACT ID : 1666X COUNTIES : SEWARD
LETTING DATE : 02/07/02 DISTRICT : 1
PROJECT(S) : BRO-7080(19)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF STAPLEHURST.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0013 LETTING IS LIMITED TO $3,750,000.00.
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0462 THIS LETTING IS LIMITED TO 3.
1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
1742 LETTING IS LIMITED TO 1,100,000.00.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0462 L. J. WEBB CONTRACTOR, INC. $ 346,761.19 100.0000%
2 1742 HERBST CONSTRUCTION, INC. $ 409,968.02 118.2277%
3 1730 WILKE CONTRACTING CORPORATION $ 414,707.32 119.5945%
4 0013 THE DIAMOND ENGINEERING COMPANY $ 420,962.49 121.3983%
5 0880 CHRISTENSEN BROS., INC. $ 468,336.15 135.0601%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1666X COUNTIES : SEWARD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(19)
====================================================================================================================================
|(1) 0462 |(2) 1742 |(3) 1730
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |WILKE CONTRACTING CORPORATIO
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+87
ONE 44'-0" & TWO 33'-0" SPANS CONC SLAB BR CONTINUOUS TYPE
| | |
0001 L006.00 5.000 ACRE| 100.00000 500.00| 100.00000 500.00| 5.00000 25.00
COVER CROP SEEDING | | |
0002 0001.10 2109.000 BDAY| 1.10000 2319.90| 1.10000 2319.90| 2.00000 4218.00
BARRICADE, TYPE III | | |
0003 0001.30 292.000 LDAY| 0.95000 277.40| 1.00000 292.00| 2.00000 584.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1752.000 EACH| 0.40000 700.80| 0.45000 788.40| 0.50000 876.00
SIGN DAY | | |
0005 0030.60 LUMP| 20300.00000 20300.00| 30000.00000 30000.00| 12500.00000 12500.00
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 150.00000 150.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 2900.00000 2900.00| 2900.00000 2900.00| 2900.00000 2900.00
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 43.000 MGAL| 9.99000 429.57| 10.00000 430.00| 10.00000 430.00
WATER | | |
0009 1030.00 11876.000 CY | 1.35000 16032.60| 2.00000 23752.00| 2.35000 27908.60
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1300.24 32.000 LF | 12.46000 398.72| 12.46000 398.72| 12.46000 398.72
24" DRIVEWAY CULVERT PIPE | | |
0011 1300.36 34.000 LF | 22.88000 777.92| 23.00000 782.00| 22.88000 777.92
36" DRIVEWAY CULVERT PIPE | | |
0012 1305.24 28.000 LF | 13.56000 379.68| 14.00000 392.00| 13.56000 379.68
24" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
0013 2021.00 1.000 EACH| 50.00000 50.00| 150.00000 150.00| 100.00000 100.00
MAILBOX POST | | |
0014 4040.00 2.000 EACH| 101.00000 202.00| 150.00000 300.00| 150.00000 300.00
REMOVE HEADWALLS FROM CULVERTS | | |
0015 4043.00 140.000 LF | 3.21000 449.40| 7.00000 980.00| 7.00000 980.00
REMOVE CULVERT PIPE | | |
0016 4050.01 707.000 CY | 6.99000 4941.93| 24.00000 16968.00| 24.00000 16968.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0017 4300.24 198.000 LF | 14.83000 2936.34| 35.00000 6930.00| 35.00000 6930.00
24" CULVERT PIPE | | |
0018 4305.24 36.000 LF | 15.43000 555.48| 35.00000 1260.00| 35.00000 1260.00
24" ROUND EQUIVALENT CULVERT PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1666X COUNTIES : SEWARD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(19)
====================================================================================================================================
|(1) 0462 |(2) 1742 |(3) 1730
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |WILKE CONTRACTING CORPORATIO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4305.60 120.000 LF | 82.50000 9900.00| 82.00000 9840.00| 82.00000 9840.00
60" ROUND EQUIVALENT CULVERT PIPE | | |
0020 4310.24 2.000 EACH| 125.12000 250.24| 165.00000 330.00| 165.00000 330.00
24" FLARED-END SECTION | | |
0021 4320.24 2.000 EACH| 122.00000 244.00| 160.00000 320.00| 160.00000 320.00
24" ROUND EQUIVALENT FLARED-END SECTION | | |
0022 4320.60 6.000 EACH| 866.41000 5198.46| 957.00000 5742.00| 957.00000 5742.00
60" ROUND EQUIVALENT FLARED-END SECTION | | |
0023 6000.10 50.000 LS | 2000.00000 2000.00| 6000.00000 6000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0024 6000.11 50.000 LS | 2000.00000 2000.00| 6000.00000 6000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0025 6001.00 35.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0026 6001.01 35.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
0027 6010.22 298.400 CY | 270.00000 80568.00| 300.00000 89520.00| 350.00000 104440.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0028 6010.26 200.300 CY | 290.00000 58087.00| 350.00000 70105.00| 320.00000 64096.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0029 6020.00 53145.000 LB | 0.55000 29229.75| 0.60000 31887.00| 0.52000 27635.40
REINFORCING STEEL FOR BRIDGE | | |
0030 6040.00 1.000 EACH| 8000.00000 8000.00| 15000.00000 15000.00| 7500.00000 7500.00
REMOVE STRUCTURE AT STA 20+88 | | |
0031 6080.00 3270.000 LB | 2.50000 8175.00| 2.20000 7194.00| 3.50000 11445.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 729.000 TON | 33.00000 24057.00| 28.00000 20412.00| 37.00000 26973.00
ROCK RIPRAP, TYPE B | | |
0033 6210.12 1950.000 LF | 21.00000 40950.00| 17.50000 34125.00| 26.00000 50700.00
HP 10"X42# STEEL PILING | | |
0034 7020.00 4.000 EACH| 1000.00000 4000.00| 1050.00000 4200.00| 1100.00000 4400.00
BRIDGE APPROACH SECTIONS | | |
0035 7021.45 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00| 900.00000 3600.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 346,761.19| $ 409,968.02| $ 414,707.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 346,761.19| $ 409,968.02| $ 414,707.32
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1666X COUNTIES : SEWARD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(19)
====================================================================================================================================
|(4) 0013 |(5) 0880 |
|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+87
ONE 44'-0" & TWO 33'-0" SPANS CONC SLAB BR CONTINUOUS TYPE
| | |
0001 L006.00 5.000 ACRE| 100.00000 500.00| 100.00000 500.00|
COVER CROP SEEDING | | |
0002 0001.10 2109.000 BDAY| 1.10000 2319.90| 1.15000 2425.35|
BARRICADE, TYPE III | | |
0003 0001.30 292.000 LDAY| 0.95000 277.40| 0.95000 277.40|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1752.000 EACH| 0.50000 876.00| 0.50000 876.00|
SIGN DAY | | |
0005 0030.60 LUMP| 15000.00000 15000.00| 45000.00000 45000.00|
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 150.00000 150.00| 160.00000 160.00|
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 3750.00000 3750.00| 3000.00000 3000.00|
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 43.000 MGAL| 9.99000 429.57| 10.00000 430.00|
WATER | | |
0009 1030.00 11876.000 CY | 1.35000 16032.60| 1.40000 16626.40|
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1300.24 32.000 LF | 12.46000 398.72| 13.00000 416.00|
24" DRIVEWAY CULVERT PIPE | | |
0011 1300.36 34.000 LF | 22.88000 777.92| 23.00000 782.00|
36" DRIVEWAY CULVERT PIPE | | |
0012 1305.24 28.000 LF | 13.56000 379.68| 14.00000 392.00|
24" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
0013 2021.00 1.000 EACH| 0.00000 0.00| 50.00000 50.00|
MAILBOX POST | | |
0014 4040.00 2.000 EACH| 150.00000 300.00| 150.00000 300.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0015 4043.00 140.000 LF | 7.00000 980.00| 7.00000 980.00|
REMOVE CULVERT PIPE | | |
0016 4050.01 707.000 CY | 24.00000 16968.00| 25.00000 17675.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0017 4300.24 198.000 LF | 35.00000 6930.00| 36.00000 7128.00|
24" CULVERT PIPE | | |
0018 4305.24 36.000 LF | 35.00000 1260.00| 36.00000 1296.00|
24" ROUND EQUIVALENT CULVERT PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1666X COUNTIES : SEWARD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(19)
====================================================================================================================================
|(4) 0013 |(5) 0880 |
|DIAMOND ENGINEERING COMPANY/|CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4305.60 120.000 LF | 82.00000 9840.00| 85.00000 10200.00|
60" ROUND EQUIVALENT CULVERT PIPE | | |
0020 4310.24 2.000 EACH| 165.00000 330.00| 170.00000 340.00|
24" FLARED-END SECTION | | |
0021 4320.24 2.000 EACH| 160.00000 320.00| 170.00000 340.00|
24" ROUND EQUIVALENT FLARED-END SECTION | | |
0022 4320.60 6.000 EACH| 957.00000 5742.00| 1000.00000 6000.00|
60" ROUND EQUIVALENT FLARED-END SECTION | | |
0023 6000.10 50.000 LS | 5450.00000 5450.00| 12000.00000 12000.00|
ABUTMENT NO.1 EXCAVATION | | |
0024 6000.11 50.000 LS | 5450.00000 5450.00| 12000.00000 12000.00|
ABUTMENT NO.2 EXCAVATION | | |
0025 6001.00 35.000 LS | 23500.00000 23500.00| 27000.00000 27000.00|
BENT NO.1 EXCAVATION | | |
0026 6001.01 35.000 LS | 23500.00000 23500.00| 27000.00000 27000.00|
BENT NO.2 EXCAVATION | | |
0027 6010.22 298.400 CY | 309.00000 92205.60| 280.00000 83552.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0028 6010.26 200.300 CY | 344.50000 69003.35| 230.00000 46069.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0029 6020.00 53145.000 LB | 0.57000 30292.65| 0.60000 31887.00|
REINFORCING STEEL FOR BRIDGE | | |
0030 6040.00 1.000 EACH| 5225.00000 5225.00| 32000.00000 32000.00|
REMOVE STRUCTURE AT STA 20+88 | | |
0031 6080.00 3270.000 LB | 1.79000 5853.30| 2.80000 9156.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 729.000 TON | 37.70000 27483.30| 32.00000 23328.00|
ROCK RIPRAP, TYPE B | | |
0033 6210.12 1950.000 LF | 21.25000 41437.50| 21.00000 40950.00|
HP 10"X42# STEEL PILING | | |
0034 7020.00 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00|
BRIDGE APPROACH SECTIONS | | |
0035 7021.45 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00|
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 420,962.49| $ 468,336.15|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 420,962.49| $ 468,336.15|
====================================================================================================================================