|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
CONTRACT DESCRIPTION :
US-30, BLAIR TO KENNARD.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1661 U.S. ASPHALT CO. $ 4,044,412.71 100.0000%
2 0049 HAWKINS CONSTRUCTION COMPANY $ 4,219,052.30 104.3180%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 4.000 ha | 172.65000 690.60| 229.00000 916.00|
COVER CROP SEEDING | | |
0002 L020.00 2197.000 m2 | 1.57000 3449.29| 1.84000 4042.48|
EROSION CONTROL | | |
0003 L020.01 450.000 m2 | 4.93000 2218.50| 5.73000 2578.50|
EROSION CONTROL, TYPE A | | |
0004 L020.08 3786.000 m2 | 4.82000 18248.52| 5.73000 21693.78|
EROSION CONTROL, TYPE AA | | |
0005 L021.01 35.000 BALE| 15.23000 533.05| 14.91000 521.85|
EROSION CHECKS, TYPE A | | |
0006 L021.21 224.000 BALE| 15.23000 3411.52| 14.91000 3339.84|
EROSION CHECKS, TYPE AA | | |
0007 L022.11 565.000 m | 2.54000 1435.10| 7.52000 4248.80|
FABRIC SILT FENCE-LOW POROSITY | | |
0008 L022.75 255.000 m | 22.34000 5696.70| 17.20000 4386.00|
TEMPORARY SILT CHECK | | |
0009 0030.10 LUMP| 9952.79000 9952.79| 11239.00000 11239.00|
MOBILIZATION | | |
0010 1009.00 LUMP| 4874.84000 4874.84| 5505.00000 5505.00|
GENERAL CLEARING AND GRUBBING | | |
0011 1010.00 21044.000 m3 | 3.05000 64184.20| 3.44000 72391.36|
EXCAVATION | | |
0012 1011.00 440.000 kL | 2.03000 893.20| 2.29000 1007.60|
WATER | | |
0013 1043.50 36.000 m2 | 5.08000 182.88| 5.73000 206.28|
RIPRAP FILTER FABRIC | | |
0014 1090.00 1.000 EACH| 1523.39000 1523.39| 1720.00000 1720.00|
ABANDON WELLS | | |
0015 1101.00 1408.100 m2 | 4.27000 6012.59| 5.52000 7772.71|
REMOVE PAVEMENT | | |
0016 1102.00 4663.400 m2 | 3.55000 16555.07| 4.08000 19026.67|
REMOVE ASPHALT SURFACE | | |
0017 1109.00 410.000 m | 9.14000 3747.40| 18.41000 7548.10|
REMOVE CURB | | |
0018 1122.01 501.000 m2 | 4.98000 2494.98| 5.62000 2815.62|
REMOVE CONCRETE MEDIAN SURFACING | | |
0019 1122.30 2.000 EACH| 203.12000 406.24| 229.00000 458.00|
REMOVE ISLAND NOSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1124.00 1.000 EACH| 507.80000 507.80| 573.00000 573.00|
REMOVE BUILDING AT STA. 400+75 RT. | | |
0021 1124.01 1.000 EACH| 507.80000 507.80| 573.00000 573.00|
REMOVE BUILDING AT STA. 401+00 RT. | | |
0022 1124.02 1.000 EACH| 507.80000 507.80| 573.00000 573.00|
REMOVE BUILDING AT STA. 401+10 RT. | | |
0023 1125.00 1.000 EACH| 3046.77000 3046.77| 3441.00000 3441.00|
CLEAR TRACT AT STA. 400+25 TO STA. | | |
401+25 RT. | | |
0024 1701.30 48.000 m | 91.40000 4387.20| 103.22000 4954.56|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 1701.36 27.000 m | 101.56000 2742.12| 114.69000 3096.63|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0026 1705.42 16.000 m | 152.34000 2437.44| 172.03000 2752.48|
1050 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0027 6040.00 1.000 EACH| 1015.59000 1015.59| 1147.00000 1147.00|
REMOVE STRUCTURE AT STA. 47+15.21 RT. | | |
0028 6040.01 1.000 EACH| 1015.59000 1015.59| 1147.00000 1147.00|
REMOVE STRUCTURE AT STA. 51+92.29 RT. | | |
0029 6040.02 1.000 EACH| 1015.59000 1015.59| 1147.00000 1147.00|
REMOVE STRUCTURE AT STA. 54+18.65 RT. | | |
0030 6105.02 50.000 Mg | 15.23000 761.50| 33.26000 1663.00|
ROCK RIPRAP, TYPE B | | |
0031 7017.00 1492.110 m | 3.33000 4968.73| 3.76000 5610.33|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 169,424.79| $ 198,095.59|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0032 P120.24 7.500 m | 194.99000 1462.43| 155.00000 1162.50|
600 mm CULVERT PIPE, TYPE 2 | | |
0033 P120.30 14.000 m | 215.31000 3014.34| 178.05000 2492.70|
750 mm CULVERT PIPE, TYPE 2 | | |
0034 P120.36 6.000 m | 306.71000 1840.26| 272.00000 1632.00|
900 mm CULVERT PIPE, TYPE 2 | | |
0035 P120.48 11.500 m | 385.92000 4438.08| 348.65000 4009.48|
1200 mm CULVERT PIPE, TYPE 2 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 P310.54 19.000 m | 431.63000 8200.97| 284.54000 5406.26|
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0037 P500.24 12.000 m | 203.12000 2437.44| 139.46000 1673.52|
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0038 P500.36 29.200 m | 324.99000 9489.71| 211.83000 6185.44|
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0039 0030.40 LUMP| 18788.43000 18788.43| 6308.00000 6308.00|
MOBILIZATION | | |
0040 4035.00 6.000 EACH| 106.64000 639.84| 161.00000 966.00|
REMOVE FLARED-END SECTION | | |
0041 4040.00 4.000 EACH| 168.59000 674.36| 229.00000 916.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0042 4044.00 1.000 EACH| 1809.78000 1809.78| 2753.00000 2753.00|
PREPARATION OF STRUCTURE AT STA. 80+80 | | |
0043 4045.00 1.000 EACH| 3046.77000 3046.77| 4582.00000 4582.00|
REMOVE STRUCTURE AT STA. 500+17.7 | | |
0044 4050.01 648.000 m3 | 10.16000 6583.68| 10.32000 6687.36|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0045 4051.01 125.000 m3 | 12.69000 1586.25| 25.23000 3153.75|
EXCAVATION FOR BOX CULVERTS | | |
0046 4100.06 2.200 m3 | 868.33000 1910.33| 522.00000 1148.40|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0047 4101.06 75.390 m3 | 487.48000 36751.12| 436.96000 32942.41|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0048 4107.07 5.150 m3 | 812.47000 4184.22| 275.00000 1416.25|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0049 4150.00 192.000 kg | 2.89000 554.88| 2.47000 474.24|
REINFORCING STEEL FOR HEADWALL | | |
0050 4151.00 4425.000 kg | 1.73000 7655.25| 1.36000 6018.00|
REINFORCING STEEL FOR BOX CULVERT | | |
0051 4157.00 214.000 kg | 2.64000 564.96| 1.72000 368.08|
REINFORCING STEEL FOR COLLARS | | |
0052 4310.24 5.000 EACH| 563.65000 2818.25| 407.00000 2035.00|
600 mm FLARED-END SECTION | | |
0053 4310.30 1.000 EACH| 873.41000 873.41| 447.00000 447.00|
750 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 4310.36 4.000 EACH| 822.63000 3290.52| 556.00000 2224.00|
900 mm FLARED-END SECTION | | |
0055 4310.54 2.000 EACH| 1487.84000 2975.68| 1475.00000 2950.00|
1350 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 125,590.96| $ 97,951.39|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29
TRIPLE 3.3m x 3.9m x 33.5m CONCRETE BOX CULVERT
| | |
0056 0030.40 LUMP| 20311.81000 20311.81| 25734.00000 25734.00|
MOBILIZATION | | |
0057 1102.00 994.000 m2 | 2.43000 2415.42| 9.94000 9880.36|
REMOVE ASPHALT SURFACE | | |
0058 2020.50 327.000 m2 | 67.02000 21915.54| 31.91000 10434.57|
SURFACING | | |
0059 4045.00 1.000 EACH| 27360.01000 27360.01| 30897.00000 30897.00|
REMOVE STRUCTURE AT STA. 70+29 | | |
0060 4051.01 250.000 m3 | 20.31000 5077.50| 22.94000 5735.00|
EXCAVATION FOR BOX CULVERTS | | |
0061 4054.65 LUMP| 76169.30000 76169.30| 86016.00000 86016.00|
TEMPORARY SHORING | | |
0062 4101.06 389.050 m3 | 340.22000 132362.59| 384.21000 149476.90|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0063 4151.00 24694.000 kg | 1.32000 32596.08| 1.49000 36794.06|
REINFORCING STEEL FOR BOX CULVERT | | |
0064 9009.75 623.000 m2 | 34.73000 21636.79| 31.66000 19724.18|
TEMPORARY SURFACING | | |
SECTION TOTALS | $ 339,845.04| $ 374,692.07|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28
TWIN 3.0m x 1.5m x 28.0m CONCRETE BOX CULVERT
| | |
0065 0030.40 LUMP| 4062.36000 4062.36| 4588.00000 4588.00|
MOBILIZATION | | |
0066 4051.01 1460.000 m3 | 12.19000 17797.40| 13.76000 20089.60|
EXCAVATION FOR BOX CULVERTS | | |
0067 4101.06 127.600 m3 | 330.07000 42116.93| 372.74000 47561.62|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 4151.00 7959.000 kg | 1.42000 11301.78| 1.61000 12813.99|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 75,278.47| $ 85,053.21|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 22+73.609
24.384M SIMPLE SPAN PRESTRESS GIRD BR(TYPE III)WIDEN& REDECK
| | |
0069 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
0070 0030.60 LUMP| 40742.45000 40742.45| 38003.00000 38003.00|
MOBILIZATION | | |
0071 1010.01 1430.000 m3 | 4.81000 6878.30| 4.49000 6420.70|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0072 1043.50 1029.000 m2 | 1.61000 1656.69| 1.50000 1543.50|
RIPRAP FILTER FABRIC | | |
0073 3050.15 141.300 m3 | 228.92000 32346.40| 212.69000 30053.10|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0074 3051.10 9233.000 kg | 1.53000 14126.49| 1.41000 13018.53|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0075 6000.10 113.000 LS | 2179.46000 2179.46| 2032.00000 2032.00|
ABUTMENT NO.1 EXCAVATION | | |
0076 6000.11 113.000 LS | 2179.46000 2179.46| 2032.00000 2032.00|
ABUTMENT NO.2 EXCAVATION | | |
0077 6005.60 16.000 EACH| 216.90000 3470.40| 200.16000 3202.56|
ELASTOMERIC BEARING | | |
0078 6010.22 46.700 m3 | 365.41000 17064.65| 339.98000 15877.07|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0079 6010.26 101.900 m3 | 423.76000 43181.14| 394.39000 40188.34|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0080 6011.11 17.800 LS | 42011.94000 42011.94| 38743.00000 38743.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 22+73.609 | | |
0081 6030.00 1.000 EACH| 111350.38000 111350.38| 103954.00000 103954.00|
PREPARATION OF BRIDGE AT STA. 22+73.609 | | |
0082 6081.00 31.000 kg | 12.45000 385.95| 11.57000 358.67|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0083 6105.02 988.000 Mg | 23.39000 23109.32| 21.61000 21350.68|
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 6131.50 14133.000 kg | 1.54000 21764.82| 1.42000 20068.86|
EPOXY COATED REINFORCING STEEL | | |
0085 6139.50 50.600 m2 | 25.69000 1299.91| 23.85000 1206.81|
SUBSURFACE DRAINAGE MATTING | | |
0086 6210.50 468.600 m | 72.00000 33739.20| 66.62000 31218.13|
PIPE PILING | | |
0087 6510.55 24.640 LS | 3096.54000 3096.54| 2872.00000 2872.00|
TEMPORARY BRIDGE SHORING | | |
0088 6616.65 12.000 EACH| 445.75000 5349.00| 413.93000 4967.16|
BEARING DEVICE REPLACEMENT | | |
0089 8091.00 155.300 m3 | 17.64000 2739.49| 16.26000 2525.18|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 409,071.99| $ 380,035.29|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 35+42.651
42.672M 3 SPAN PRESTRESS GIRDER BR (TYPE II) WIDEN & REDECK
| | |
0090 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
0091 0030.60 LUMP| 48957.57000 48957.57| 45489.00000 45489.00|
MOBILIZATION | | |
0092 1010.01 2365.000 m3 | 4.81000 11375.65| 4.49000 10618.85|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0093 1043.50 1102.000 m2 | 1.61000 1774.22| 1.50000 1653.00|
RIPRAP FILTER FABRIC | | |
0094 3050.15 141.600 m3 | 229.43000 32487.29| 213.15000 30182.04|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0095 3051.10 9303.000 kg | 1.53000 14233.59| 1.41000 13117.23|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0096 6000.10 113.000 LS | 1922.51000 1922.51| 1793.00000 1793.00|
ABUTMENT NO.1 EXCAVATION | | |
0097 6000.11 113.000 LS | 1922.51000 1922.51| 1793.00000 1793.00|
ABUTMENT NO.2 EXCAVATION | | |
0098 6000.20 61.000 LS | 9618.66000 9618.66| 8969.00000 8969.00|
PIER NO.1 EXCAVATION | | |
0099 6000.21 45.000 LS | 5836.60000 5836.60| 5444.00000 5444.00|
PIER NO.2 EXCAVATION | | |
0100 6005.35 29.800 m | 128.32000 3823.94| 118.52000 3531.90|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 6005.60 22.000 EACH| 122.97000 2705.34| 113.57000 2498.54|
ELASTOMERIC BEARING | | |
0102 6010.22 100.200 m3 | 423.27000 42411.65| 393.75000 39453.75|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0103 6010.26 162.900 m3 | 428.22000 69757.04| 398.55000 64923.80|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0104 6011.11 20.300 LS | 34089.32000 34089.32| 31441.00000 31441.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 35+42.651 | | |
0105 6030.00 1.000 EACH| 84786.59000 84786.59| 79344.00000 79344.00|
PREPARATION OF BRIDGE AT STA. 35+42.651 | | |
0106 6080.00 564.000 kg | 5.66000 3192.24| 5.24000 2955.36|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0107 6081.00 94.000 kg | 12.47000 1172.18| 11.60000 1090.40|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0108 6105.02 1058.000 Mg | 23.39000 24746.62| 21.61000 22863.38|
ROCK RIPRAP, TYPE B | | |
0109 6131.50 24171.000 kg | 1.53000 36981.63| 1.42000 34322.82|
EPOXY COATED REINFORCING STEEL | | |
0110 6139.50 48.600 m2 | 23.82000 1157.65| 22.12000 1075.03|
SUBSURFACE DRAINAGE MATTING | | |
0111 6200.00 594.000 m | 80.75000 47965.50| 74.69000 44365.86|
CONCRETE PILING | | |
0112 6510.55 25.560 LS | 3178.80000 3178.80| 2949.00000 2949.00|
TEMPORARY BRIDGE SHORING | | |
0113 6616.65 10.000 EACH| 483.42000 4834.20| 448.00000 4480.00|
BEARING DEVICE REPLACEMENT | | |
0114 8091.00 137.800 m3 | 17.64000 2430.79| 16.26000 2240.63|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 491,762.09| $ 456,994.59|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6B BRIDGE AT STA. 43+91.371
42.672M 3 SPAN PRESTRESS GIRDER BR TYPE II WIDEN & REDECK
| | |
0115 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
0116 0030.60 LUMP| 49530.36000 49530.36| 46407.00000 46407.00|
MOBILIZATION | | |
0117 1010.01 2385.000 m3 | 4.81000 11471.85| 4.49000 10708.65|
EXCAVATION (ESTABLISHED QUANTITY) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 1043.50 1230.000 m2 | 1.61000 1980.30| 1.50000 1845.00|
RIPRAP FILTER FABRIC | | |
0119 3050.15 141.500 m3 | 229.59000 32486.99| 213.30000 30181.95|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0120 3051.10 9303.000 kg | 1.53000 14233.59| 1.41000 13117.23|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0121 6000.10 115.000 LS | 1966.18000 1966.18| 1832.00000 1832.00|
ABUTMENT NO.1 EXCAVATION | | |
0122 6000.11 115.000 LS | 1966.18000 1966.18| 1832.00000 1832.00|
ABUTMENT NO.2 EXCAVATION | | |
0123 6000.60 15.000 LS | 4014.63000 4014.63| 3749.00000 3749.00|
PIER NO.1 EXCAVATION | | |
0124 6000.61 20.000 LS | 10201.61000 10201.61| 9516.00000 9516.00|
PIER NO.2 EXCAVATION | | |
0125 6005.35 29.800 m | 128.32000 3823.94| 118.52000 3531.90|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0126 6005.60 22.000 EACH| 122.97000 2705.34| 113.57000 2498.54|
ELASTOMERIC BEARING | | |
0127 6010.22 109.800 m3 | 431.41000 47368.82| 401.32000 44064.94|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0128 6010.26 169.500 m3 | 477.71000 80971.85| 444.78000 75390.21|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0129 6011.11 20.300 LS | 34089.32000 34089.32| 31441.00000 31441.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 43+91.371 | | |
0130 6030.00 1.000 EACH| 78969.29000 78969.29| 73501.00000 73501.00|
PREPARATION OF BRIDGE AT STA. 43+91.371 | | |
0131 6080.00 652.000 kg | 5.66000 3690.32| 5.24000 3416.48|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0132 6081.00 94.000 kg | 12.47000 1172.18| 11.60000 1090.40|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0133 6105.02 1017.000 Mg | 23.39000 23787.63| 21.61000 21977.37|
ROCK RIPRAP, TYPE B | | |
0134 6105.03 164.000 Mg | 25.82000 4234.48| 23.85000 3911.40|
ROCK RIPRAP, TYPE C | | |
0135 6131.50 24501.000 kg | 1.53000 37486.53| 1.42000 34791.42|
EPOXY COATED REINFORCING STEEL | | |
0136 6139.50 49.600 m2 | 24.20000 1200.32| 22.48000 1115.01|
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 6200.00 561.000 m | 80.76000 45306.36| 74.70000 41906.70|
CONCRETE PILING | | |
0138 6510.55 8.000 LS | 3178.80000 3178.80| 2949.00000 2949.00|
TEMPORARY BRIDGE SHORING | | |
0139 6616.65 10.000 EACH| 483.42000 4834.20| 448.00000 4480.00|
BEARING DEVICE REPLACEMENT | | |
0140 8091.00 140.100 m3 | 17.66000 2474.17| 16.28000 2280.83|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 503,545.24| $ 467,935.03|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6C BRIDGE AT STA. 61+83.515
33.528M 3 SPAN PRESTRESSED GIRDER BR TYPE II WIDEN & REDECK
| | |
0141 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
0142 0030.60 LUMP| 44120.31000 44120.31| 41463.00000 41463.00|
MOBILIZATION | | |
0143 1010.01 1340.000 m3 | 4.81000 6445.40| 4.49000 6016.60|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0144 1043.50 718.000 m2 | 1.61000 1155.98| 1.50000 1077.00|
RIPRAP FILTER FABRIC | | |
0145 3050.15 141.400 m3 | 229.31000 32424.43| 213.05000 30125.27|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0146 3051.10 9265.000 kg | 1.53000 14175.45| 1.41000 13063.65|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0147 6000.10 113.700 LS | 1966.18000 1966.18| 1832.00000 1832.00|
ABUTMENT NO.1 EXCAVATION | | |
0148 6000.11 113.700 LS | 1966.18000 1966.18| 1832.00000 1832.00|
ABUTMENT NO.2 EXCAVATION | | |
0149 6000.60 47.200 LS | 8507.60000 8507.60| 7934.00000 7934.00|
PIER NO.1 EXCAVATION | | |
0150 6000.61 85.400 LS | 8507.60000 8507.60| 7934.00000 7934.00|
PIER NO.2 EXCAVATION | | |
0151 6005.35 28.990 m | 131.36000 3808.13| 121.32000 3517.07|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0152 6005.60 22.000 EACH| 122.97000 2705.34| 113.57000 2498.54|
ELASTOMERIC BEARING | | |
0153 6010.22 131.000 m3 | 403.05000 52799.55| 374.89000 49110.59|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0154 6010.26 132.800 m3 | 478.12000 63494.34| 445.15000 59115.92|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0155 6011.11 16.000 LS | 25442.58000 25442.58| 23466.00000 23466.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 61+83.515 | | |
0156 6030.00 1.000 EACH| 68645.81000 68645.81| 63759.00000 63759.00|
PREPARATION OF BRIDGE AT STA. 61+83.515 | | |
0157 6105.02 620.000 Mg | 23.41000 14514.20| 21.63000 13410.60|
ROCK RIPRAP, TYPE B | | |
0158 6105.03 68.000 Mg | 25.81000 1755.08| 23.84000 1621.12|
ROCK RIPRAP, TYPE C | | |
0159 6131.50 21773.000 kg | 1.53000 33312.69| 1.42000 30917.66|
EPOXY COATED REINFORCING STEEL | | |
0160 6139.50 47.000 m2 | 24.23000 1138.81| 22.51000 1057.97|
SUBSURFACE DRAINAGE MATTING | | |
0161 6210.50 753.000 m | 71.63000 53937.39| 66.28000 49908.84|
PIPE PILING | | |
0162 6510.55 8.000 LS | 1119.18000 1119.18| 1037.00000 1037.00|
TEMPORARY BRIDGE SHORING | | |
0163 6616.65 10.000 EACH| 483.42000 4834.20| 448.00000 4480.00|
BEARING DEVICE REPLACEMENT | | |
0164 8091.00 140.500 m3 | 19.63000 2758.02| 18.10000 2543.05|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 449,934.45| $ 418,120.88|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 7 GUARDRAIL
| | |
0165 0030.70 LUMP| 712.53000 712.53| 805.00000 805.00|
MOBILIZATION | | |
0166 7001.50 4.000 EACH| 355.46000 1421.84| 401.00000 1604.00|
CULVERT MOUNTED GUARDRAIL POST | | |
0167 7011.20 474.360 m | 34.33000 16284.78| 38.76000 18386.19|
W-BEAM GUARDRAIL | | |
0168 7015.00 425.000 m | 18.28000 7769.00| 20.64000 8772.00|
CABLE GUARDRAIL | | |
0169 7019.50 1.000 EACH| 19804.02000 19804.02| 22364.00000 22364.00|
IMPACT ATTENUATOR | | |
0170 7020.00 15.000 EACH| 1167.93000 17518.95| 1318.92000 19783.80|
BRIDGE APPROACH SECTIONS | | |
0171 7023.00 4.000 EACH| 1066.37000 4265.48| 1204.00000 4816.00|
TERMINAL ANCHORAGE SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0172 7024.27 25.000 EACH| 1447.22000 36180.50| 1634.31000 40857.75|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 103,957.10| $ 117,388.74|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 8B ELECTRICAL
| | |
0173 A001.12 2.000 EACH| 406.24000 812.48| 344.00000 688.00|
PULL BOX, TYPE PB-5 | | |
0174 A009.16 4.000 EACH| 1828.06000 7312.24| 2285.00000 9140.00|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.20 | | |
0175 A020.10 1.000 EACH| 1371.05000 1371.05| 1376.00000 1376.00|
LIGHTING CONTROL CENTER, TYPE D | | |
0176 A070.10 146.000 m | 12.19000 1779.74| 6.88000 1004.48|
38 mm CONDUIT IN TRENCH | | |
0177 A074.12 42.000 m | 55.86000 2346.12| 51.61000 2167.62|
38 mm CONDUIT, JACKED | | |
0178 A080.22 188.000 m | 1.83000 344.04| 1.72000 323.36|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0179 A080.24 376.000 m | 2.03000 763.28| 3.44000 1293.44|
STREET LIGHTING CABLE, NO. 6 USE | | |
0180 0030.81 LUMP| 2088.05000 2088.05| 1474.00000 1474.00|
MOBILIZATION | | |
SECTION TOTALS | $ 16,817.00| $ 17,466.90|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 9 BITUMINOUS
| | |
0181 L001.01 3.000 ha | 1638.15000 4914.45| 1938.00000 5814.00|
SEEDING, TYPE A | | |
0182 L001.02 1.000 ha | 1259.33000 1259.33| 1536.00000 1536.00|
SEEDING, TYPE B | | |
0183 L032.75 18.000 Mg | 76.17000 1371.06| 91.75000 1651.50|
MULCH | | |
0184 0002.55 289.860 StaM| 22.85000 6623.30| 25.80000 7478.39|
OVERLAY BROKEN LINES | | |
0185 0002.60 579.720 StaM| 22.85000 13246.60| 25.80000 14956.78|
OVERLAY SOLID LINES | | |
0186 0030.90 LUMP| 46001.70000 46001.70| 131212.00000 131212.00|
MOBILIZATION | | |
0187 2001.03 56.000 Mg | 22.39000 1253.84| 15.99000 895.44|
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0188 2021.00 8.000 EACH| 50.78000 406.24| 57.00000 456.00|
MAILBOX POST | | |
0189 3040.12 50.100 m2 | 108.87000 5454.39| 122.95000 6159.80|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0190 3040.13 114.300 m2 | 98.00000 11201.40| 110.67000 12649.58|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0191 3221.05 413.900 m2 | 108.87000 45061.29| 122.95000 50889.01|
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
0192 9000.75 100.000 Mg | 17.42000 1742.00| 14.34000 1434.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0193 9005.00 300.000 Mg | 40.67000 12201.00| 44.73000 13419.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0194 9005.23 7490.000 Mg | 18.50000 138565.00| 18.35000 137441.50|
ASPHALTIC CONCRETE, TYPE SPS | | |
0195 9005.45 19950.000 Mg | 23.96000 478002.00| 28.67000 571966.50|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0196 9009.00 3910.000 m2 | 2.04000 7976.40| 4.99000 19510.90|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0197 9020.92 5.400 Mg | 176.43000 952.72| 204.00000 1101.60|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0198 9021.01 1093.500 Mg | 176.43000 192926.21| 204.15000 223238.03|
PERFORMANCE GRADED BINDER (64-22) | | |
0199 9021.03 404.460 Mg | 176.43000 71358.88| 204.15000 82570.51|
PERFORMANCE GRADED BINDER (58-28) | | |
0200 9034.00 614.000 m2 | 1.90000 1166.60| 2.06000 1264.84|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0201 9053.00 93760.000 L | 0.20000 18752.00| 0.21000 19689.60|
TACK COAT | | |
0202 9111.00 614.000 kL | 2.15000 1320.10| 3.04000 1866.56|
WATER | | |
0203 9170.00 181.870 StaM| 125.19000 22768.31| 217.91000 39631.29|
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0204 9173.00 5.680 StaM| 1129.60000 6416.13| 986.00000 5600.48|
SUBGRADE PREPARATION | | |
0205 9173.20 508.000 m2 | 2.43000 1234.44| 4.11000 2087.88|
SUBGRADE PREPARATION | | |
0206 9179.23 93.721 StaM| 511.86000 47972.03| 584.07000 54739.62|
COLD MILLING, CLASS 3 | | |
0207 9188.50 2908.000 m2 | 16.57000 48185.56| 11.47000 33354.76|
SURFACING UNDER GUARDRAIL | | |
0208 9300.50 9.500 LS | 2031.18000 2031.18| 2523.00000 2523.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,190,364.16| $ 1,445,138.57|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 10 GENERAL ITEMS
| | |
0209 0001.08 7100.000 BDAY| 0.50000 3550.00| 0.50000 3550.00|
BARRICADE, TYPE II | | |
0210 0001.10 5918.000 BDAY| 1.37000 8107.66| 1.55000 9172.90|
BARRICADE, TYPE III | | |
0211 0001.30 2354.000 LDAY| 1.78000 4190.12| 2.01000 4731.54|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0212 0001.75 400.000 EACH| 10.16000 4064.00| 11.47000 4588.00|
TEMPORARY SIGN DAY | | |
0213 0001.90 38204.000 EACH| 0.25000 9551.00| 0.29000 11079.16|
SIGN DAY | | |
0214 0002.30 700.000 m | 2.03000 1421.00| 2.29000 1603.00|
PAVEMENT MARKING REMOVAL | | |
0215 0002.44 10000.000 m | 0.51000 5100.00| 0.57000 5700.00|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0216 0002.47 700.000 m | 5.08000 3556.00| 5.73000 4011.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0217 0003.10 80.000 DAY | 176.94000 14155.20| 252.32000 20185.60|
FLAGGING | | |
0218 0003.20 22.000 DAY | 277.76000 6110.72| 321.13000 7064.86|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0219 0003.51 374.000 m | 39.78000 14877.72| 15.44000 5774.56|
INSTALL CONCRETE PROTECTION BARRIER | | |
0220 0003.56 1026.000 m | 6.66000 6833.16| 13.12000 13461.12|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0221 0003.75 4.000 EACH| 13786.64000 55146.56| 12042.00000 48168.00|
TEMPORARY TRAFFIC SIGNAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 2794X COUNTIES : WASHINGTON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-BH-30-7(115)
====================================================================================================================================
|(1) 1661 |(2) 0049 |
|U.S. ASPHALT CO. |HAWKINS CONSTRUCTION COMPANY|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0222 0010.04 1.000 EACH| 2538.98000 2538.98| 3097.00000 3097.00|
FIELD OFFICE | | |
0223 0030.00 LUMP| 21164.60000 21164.60| 4001.00000 4001.00|
MOBILIZATION | | |
0224 9110.01 40.000 HOUR| 69.29000 2771.60| 114.69000 4587.60|
RENTAL OF LOADER, FULLY OPERATED | | |
0225 9110.02 30.000 HOUR| 58.85000 1765.50| 114.69000 3440.70|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0226 9110.03 40.000 HOUR| 53.80000 2152.00| 74.55000 2982.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0227 9110.07 40.000 HOUR| 44.14000 1765.60| 74.55000 2982.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 168,821.42| $ 160,180.04|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,044,412.71| $ 4,219,052.30|
====================================================================================================================================