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Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F03 CONTRACT ID : 1188X COUNTIES : OTOE
LETTING DATE : 02/07/02 DISTRICT : 1
PROJECT(S) : BH-3665(7)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTH OF UNADILLA.
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VENDOR NO. BID NOTES
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 1617 ZEIGER CONSTRUCTION COMPANY $ 143,301.70 100.0000%
2 2310 NEGUS-SONS, INC. $ 152,920.69 106.7124%
3 1535 B.A.B., INC. $ 168,507.91 117.5896%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 1188X COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BH-3665(7)
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|(1) 1617 |(2) 2310 |(3) 1535
|ZEIGER CONSTRUCTION COMPANY |NEGUS-SONS, INC. |B.A.B., 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 1.500 ha | 2750.00000 4125.00| 1500.00000 2250.00| 1927.00000 2890.50
SEEDING, TYPE A | | |
0002 L006.00 1.500 ha | 500.00000 750.00| 300.00000 450.00| 750.00000 1125.00
COVER CROP SEEDING | | |
0003 L032.75 7.500 Mg | 250.00000 1875.00| 100.00000 750.00| 112.50000 843.75
MULCH | | |
0004 0001.10 492.000 BDAY| 3.60000 1771.20| 1.65000 811.80| 1.50000 738.00
BARRICADE, TYPE III | | |
0005 0001.30 82.000 LDAY| 4.80000 393.60| 1.43000 117.26| 2.50000 205.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0006 0001.90 820.000 EACH| 2.40000 1968.00| 0.88000 721.60| 0.75000 615.00
SIGN DAY | | |
0007 0010.04 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 3200.00000 3200.00
FIELD OFFICE | | |
0008 0030.10 LUMP| 6500.00000 6500.00| 7250.00000 7250.00| 3500.00000 3500.00
MOBILIZATION | | |
0009 1000.00 2.000 EACH| 150.00000 300.00| 300.00000 600.00| 250.00000 500.00
LARGE TREE REMOVAL | | |
0010 1009.00 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 4750.00000 4750.00
GENERAL CLEARING AND GRUBBING | | |
0011 1010.01 5431.000 m3 | 3.60000 19551.60| 3.93000 21343.83| 7.30000 39646.30
EXCAVATION (ESTABLISHED QUANTITY) | | |
0012 1011.00 33.000 kL | 10.00000 330.00| 3.00000 99.00| 3.00000 99.00
WATER | | |
0013 1043.50 2150.000 m2 | 2.28000 4902.00| 2.00000 4300.00| 2.30000 4945.00
RIPRAP FILTER FABRIC | | |
0014 2009.51 1.719 StaM| 600.00000 1031.40| 400.00000 687.60| 248.00000 426.31
CRUSHED ROCK EMBEDMENT | | |
0015 2010.03 147.000 Mg | 15.50000 2278.50| 17.00000 2499.00| 18.78000 2760.66
CRUSHED ROCK SURFACE COURSE | | |
0016 4050.01 1067.000 m3 | 5.75000 6135.25| 6.00000 6402.00| 9.45000 10083.15
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0017 4300.36 96.700 m | 100.00000 9670.00| 104.00000 10056.80| 119.84000 11588.53
900 mm CULVERT PIPE | | |
0018 4300.48 27.600 m | 171.00000 4719.60| 160.00000 4416.00| 223.84000 6177.98
1200 mm CULVERT PIPE | | |
0019 4300.60 38.000 m | 200.00000 7600.00| 232.00000 8816.00| 323.18000 12280.84
1500 mm CULVERT PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 1188X COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BH-3665(7)
====================================================================================================================================
|(1) 1617 |(2) 2310 |(3) 1535
|ZEIGER CONSTRUCTION COMPANY |NEGUS-SONS, INC. |B.A.B., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4310.36 2.000 EACH| 355.00000 710.00| 420.00000 840.00| 325.00000 650.00
900 mm FLARED-END SECTION | | |
0021 4310.48 1.000 EACH| 750.00000 750.00| 760.00000 760.00| 894.80000 894.80
1200 mm FLARED-END SECTION | | |
0022 4310.60 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1095.00000 1095.00
1500 mm FLARED-END SECTION | | |
0023 6010.26 0.800 m3 | 6315.00000 5052.00| 5000.00000 4000.00| 6850.00000 5480.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0024 6020.00 135.000 kg | 5.00000 675.00| 6.00000 810.00| 5.50000 742.50
REINFORCING STEEL FOR BRIDGE | | |
0025 6105.01 162.000 Mg | 25.00000 4050.00| 27.40000 4438.80| 20.09000 3254.58
ROCK RIPRAP, TYPE A | | |
0026 6105.02 1956.000 Mg | 21.50000 42054.00| 28.00000 54768.00| 20.36000 39824.16
ROCK RIPRAP, TYPE B | | |
0027 6390.12 7.200 m | 70.00000 504.00| 200.00000 1440.00| 78.00000 561.60
REMOVE BRIDGE RAIL | | |
0028 7017.00 65.500 m | 8.39000 549.55| 6.00000 393.00| 9.50000 622.25
REMOVE GUARDRAIL | | |
0029 7020.00 4.000 EACH| 1062.50000 4250.00| 1050.00000 4200.00| 1121.00000 4484.00
BRIDGE APPROACH SECTIONS | | |
0030 7021.45 4.000 EACH| 901.50000 3606.00| 1000.00000 4000.00| 1131.00000 4524.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 143,301.70| $ 152,920.69| $ 168,507.91
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 143,301.70| $ 152,920.69| $ 168,507.91
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