|
Contract Letting August 01, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
CONTRACT DESCRIPTION : S-87-4(1010)
ON N-250 NIOBRARA RIVER SOUTH OF RUSHVILLE, S-250-4(1002)
N-87 NORTH OF RUSHVILLE AND N-250 RUSH CREEK
SOUTH OF RUSHVILLE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2283 PERRETT CONSTRUCTION LTD. $ 2,690,897.69 100.0000%
2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,862,704.96 106.3847%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 433.500 m2 | 1.75000 758.63| 1.93400 838.39|
EROSION CONTROL | | |
0002 L020.01 4544.000 m2 | 7.00000 31808.00| 7.83100 35584.06|
EROSION CONTROL, TYPE A | | |
0003 L020.08 501.000 m2 | 9.00000 4509.00| 7.94700 3981.45|
EROSION CONTROL, TYPE AA | | |
0004 L020.09 176.000 m2 | 14.00000 2464.00| 16.70100 2939.38|
EROSION CONTROL, TYPE AAA | | |
0005 L020.20 6310.000 m2 | 0.60000 3786.00| 0.59800 3773.38|
SLOPE PROTECTION NETTING | | |
0006 L021.01 18.000 BALE| 30.00000 540.00| 25.30000 455.40|
EROSION CHECKS, TYPE A | | |
0007 L021.11 324.000 BALE| 35.00000 11340.00| 28.17500 9128.70|
EROSION CHECKS, TYPE ST-A | | |
0008 L022.25 1532.000 m | 11.00000 16852.00| 17.07700 26161.96|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0009 P375.48 66.000 m | 225.00000 14850.00| 183.37300 12102.62|
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0010 0030.10 LUMP| 30000.00000 30000.00| 24265.00000 24265.00|
MOBILIZATION | | |
0011 1000.00 52.000 EACH| 225.00000 11700.00| 115.00000 5980.00|
LARGE TREE REMOVAL | | |
0012 1009.00 LUMP| 7500.00000 7500.00| 5750.00000 5750.00|
GENERAL CLEARING AND GRUBBING | | |
0013 1010.00 70622.000 m3 | 1.70000 120057.40| 2.17300 153461.61|
EXCAVATION | | |
0014 1010.01 1542.000 m3 | 3.69000 5689.98| 4.60000 7093.20|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0015 1011.00 5688.000 kL | 0.01000 56.88| 1.15000 6541.20|
WATER | | |
0016 1012.00 18.000 EACH| 100.00000 1800.00| 63.25000 1138.50|
RIGHT-OF-WAY MARKERS | | |
0017 1030.00 11820.000 m3 | 3.30000 39006.00| 7.47500 88354.50|
EARTHWORK MEASURED IN EMBANKMENT | | |
0018 1040.00 57275.000 m2 | 0.40000 22910.00| 0.56400 32303.10|
SLOPE PROTECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1040.05 2788.000 m2 | 0.30000 836.40| 0.86300 2406.04|
TEMPORARY SLOPE PROTECTION | | |
0020 1040.06 69.600 Mg | 120.00000 8352.00| 138.00000 9604.80|
SLOPE PROTECTION MULCH | | |
0021 1041.00 77515.000 m2 | 0.55000 42633.25| 0.36800 28525.52|
SALVAGING AND PLACING TOPSOIL | | |
0022 1101.00 462.700 m2 | 6.00000 2776.20| 3.16100 1462.59|
REMOVE PAVEMENT | | |
0023 1701.18 12.000 m | 30.75000 369.00| 50.98300 611.80|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0024 1701.24 129.000 m | 41.20000 5314.80| 66.70000 8604.30|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 2001.00 924.000 m3 | 41.00000 37884.00| 29.90000 27627.60|
GRAVEL SURFACE COURSE | | |
0026 2009.10 17.847 StaM| 310.00000 5532.57| 632.44500 11287.25|
GRAVEL EMBEDMENT | | |
0027 7017.00 215.800 m | 12.00000 2589.60| 5.75000 1240.85|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 431,915.71| $ 511,223.20|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0028 P070.24 50.200 m | 88.00000 4417.60| 101.20900 5080.69|
600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 | | |
OR 8 | | |
0029 P300.36 18.800 m | 115.00000 2162.00| 132.25000 2486.30|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0030 P406.48 36.800 m | 277.00000 10193.60| 318.56300 11723.12|
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0031 0030.40 LUMP| 15000.00000 15000.00| 10350.00000 10350.00|
MOBILIZATION | | |
0032 4040.00 2.000 EACH| 100.00000 200.00| 115.00000 230.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0033 4044.00 1.000 EACH| 2000.00000 2000.00| 2300.00000 2300.00|
PREPARATION OF STRUCTURE AT STA. | | |
118+62.5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4050.01 189.000 m3 | 15.00000 2835.00| 17.25000 3260.25|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0035 4051.01 45.000 m3 | 18.00000 810.00| 20.70000 931.50|
EXCAVATION FOR BOX CULVERTS | | |
0036 4101.06 37.700 m3 | 480.00000 18096.00| 552.00000 20810.40|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0037 4151.00 2074.000 kg | 0.70000 1451.80| 0.80500 1669.57|
REINFORCING STEEL FOR BOX CULVERT | | |
0038 4310.36 2.000 EACH| 460.00000 920.00| 529.00000 1058.00|
900 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 58,086.00| $ 59,899.83|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 11+60
TWIN 3.05 M X 3.05 M CONCRETE BOX CULVERT
| | |
0039 0030.40 LUMP| 19000.00000 19000.00| 17135.00000 17135.00|
MOBILIZATION | | |
0040 4051.01 1166.000 m3 | 15.00000 17490.00| 17.25000 20113.50|
EXCAVATION FOR BOX CULVERTS | | |
0041 4054.65 LUMP| 8000.00000 8000.00| 13742.50000 13742.50|
TEMPORARY SHORING AT STA. 11+60 | | |
0042 4101.06 140.530 m3 | 480.00000 67454.40| 552.00500 77573.26|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0043 4151.00 9241.000 kg | 0.70000 6468.70| 0.80500 7439.01|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 118,413.10| $ 136,003.27|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 110+74.5 ALT AA1
79.0 m 2-SPAN PRESTRESSED CONCRETE GIRDER BRIDGE (NU1600)
| | |
0044 0030.60 LUMP| 45000.00000 45000.00| |
MOBILIZATION | | |
0045 1010.01 415.000 m3 | 12.00000 4980.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0046 1043.50 327.000 m2 | 4.00000 1308.00| |
RIPRAP FILTER FABRIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0047 3050.15 119.000 m3 | 425.00000 50575.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0048 3051.10 8020.000 kg | 1.45000 11629.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0049 6000.10 69.000 LS | 15000.00000 15000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0050 6000.11 80.000 LS | 15000.00000 15000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0051 6001.00 41.000 LS | 35000.00000 35000.00| |
BENT NO.1 EXCAVATION | | |
0052 6005.35 23.000 m | 175.00000 4025.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0053 6005.78 8.000 EACH| 850.00000 6800.00| |
EXPANSION BEARING, TFE TYPE | | |
0054 6005.83 8.000 EACH| 650.00000 5200.00| |
FIXED BEARING | | |
0055 6010.22 158.200 m3 | 490.00000 77518.00| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0056 6010.26 266.900 m3 | 495.00000 132115.50| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0057 6011.11 165.000 LS | 250000.00000 250000.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 110+74.5 | | |
0058 6040.00 1.000 EACH| 25000.00000 25000.00| |
REMOVE STRUCTURE AT STA. 110+70, 21.21 | | |
m LEFT | | |
0059 6080.00 3785.000 kg | 4.00000 15140.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0060 6104.00 300.000 Mg | 30.00000 9000.00| |
BROKEN CONCRETE RIPRAP | | |
0061 6131.50 51155.000 kg | 1.45000 74174.75| |
EPOXY COATED REINFORCING STEEL | | |
0062 6139.50 66.000 m2 | 18.00000 1188.00| |
SUBSURFACE DRAINAGE MATTING | | |
0063 6210.50 847.200 m | 94.00000 79636.80| |
PIPE PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0064 6310.00 335.200 m2 | 125.00000 41900.00| |
STEEL SHEET PILING | | |
0065 8091.00 266.800 m3 | 48.00000 12806.40| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 912,996.45| $ |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 110+74.5 ALT AA2
79.0 m 2-SPAN WELDED PLATE GIRDER
| | |
0066 0030.60 LUMP| | 50761.00000 50761.00|
MOBILIZATION | | |
0067 1010.01 415.000 m3 | | 19.56100 8117.82|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0068 1043.50 327.000 m2 | | 6.23900 2040.15|
RIPRAP FILTER FABRIC | | |
0069 3050.15 119.000 m3 | | 469.20000 55834.80|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0070 3051.10 8020.000 kg | | 0.92000 7378.40|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0071 6000.10 69.000 LS | | 2530.00000 2530.00|
ABUTMENT NO.1 EXCAVATION | | |
0072 6000.11 80.000 LS | | 2530.00000 2530.00|
ABUTMENT NO.2 EXCAVATION | | |
0073 6001.00 41.000 LS | | 8073.00000 8073.00|
BENT NO.1 EXCAVATION | | |
0074 6005.35 23.000 m | | 153.50000 3530.50|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0075 6005.78 8.000 EACH| | 736.00000 5888.00|
EXPANSION BEARING, TFE TYPE | | |
0076 6005.83 4.000 EACH| | 1690.50000 6762.00|
FIXED BEARING | | |
0077 6010.22 158.200 m3 | | 483.26200 76452.05|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0078 6010.26 226.400 m3 | | 523.68700 118562.74|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0079 6040.00 1.000 EACH| | 57672.50000 57672.50|
REMOVE STRUCTURE AT STA. 110+70, 21.21 | | |
m LEFT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0080 6071.11 192140.000 LS | | 335465.35000 335465.35|
STEEL SUPERSTRUCTURE AT STA. 110+74.5 | | |
0081 6080.00 3785.000 kg | | 4.07700 15431.45|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0082 6104.00 300.000 Mg | | 46.49800 13949.40|
BROKEN CONCRETE RIPRAP | | |
0083 6131.50 40035.000 kg | | 1.59500 63855.83|
EPOXY COATED REINFORCING STEEL | | |
0084 6139.50 66.000 m2 | | 24.72500 1631.85|
SUBSURFACE DRAINAGE MATTING | | |
0085 6210.50 847.200 m | | 99.68800 84455.67|
PIPE PILING | | |
0086 6310.00 335.200 m2 | | 168.36600 56436.28|
STEEL SHEET PILING | | |
0087 8091.00 266.800 m3 | | 33.83600 9027.44|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ 986,386.23|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6B BRIDGE AT STA. 101+62 ALT BB1
37.2 M SIMPLE SPAN PRESTRESSED NU1350 GIRDER BRIDGE
| | |
0088 0030.60 LUMP| | |
MOBILIZATION | | |
0089 1010.01 2775.000 m3 | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0090 3050.15 120.600 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0091 3051.10 8240.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0092 6000.10 27.200 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0093 6000.11 27.200 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0094 6010.22 49.600 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0095 6010.26 139.400 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0096 6011.11 91.100 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 101+62 | | |
0097 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 101+64.44 | | |
0098 6080.00 1660.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0099 6104.00 35.000 Mg | | |
BROKEN CONCRETE RIPRAP | | |
0100 6105.02 1220.000 Mg | | |
ROCK RIPRAP, TYPE B | | |
0101 6131.50 15987.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0102 6210.50 316.800 m | | |
PIPE PILING | | |
0103 6310.00 391.100 m2 | | |
STEEL SHEET PILING | | |
0104 8091.00 220.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6C BRIDGE AT STA. 101+62 ALT BB2
37.2 M SIMPLE SPAN, WELDED PLATE GIRDER BRIDGE
| | |
0105 0030.60 LUMP| 42000.00000 42000.00| 28140.00000 28140.00|
MOBILIZATION | | |
0106 1010.01 2775.000 m3 | 10.00000 27750.00| 9.02600 25047.15|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0107 3050.15 120.600 m3 | 425.00000 51255.00| 469.20200 56585.76|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0108 3051.10 8240.000 kg | 1.45000 11948.00| 0.92000 7580.80|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0109 6000.10 27.200 LS | 15000.00000 15000.00| 2415.00000 2415.00|
ABUTMENT NO.1 EXCAVATION | | |
0110 6000.11 27.200 LS | 15000.00000 15000.00| 2415.00000 2415.00|
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0111 6010.22 49.600 m3 | 498.00000 24700.80| 494.26800 24515.69|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0112 6010.26 131.700 m3 | 498.00000 65586.60| 517.36900 68137.50|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0113 6040.00 1.000 EACH| 25000.00000 25000.00| 35880.00000 35880.00|
REMOVE STRUCTURE AT STA. 101+64.44 | | |
0114 6071.11 70805.000 LS | 175000.00000 175000.00| 148194.75000 148194.75|
STEEL SUPERSTRUCTURE AT STA. 101+62 | | |
0115 6080.00 1660.000 kg | 6.00000 9960.00| 3.52100 5844.86|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0116 6104.00 35.000 Mg | 38.00000 1330.00| 49.31900 1726.17|
BROKEN CONCRETE RIPRAP | | |
0117 6105.02 1220.000 Mg | 38.00000 46360.00| 44.18800 53909.36|
ROCK RIPRAP, TYPE B | | |
0118 6131.50 16020.000 kg | 1.45000 23229.00| 1.61300 25840.26|
EPOXY COATED REINFORCING STEEL | | |
0119 6210.50 277.200 m | 95.00000 26334.00| 122.57100 33976.68|
PIPE PILING | | |
0120 6310.00 391.100 m2 | 135.00000 52798.50| 158.04800 61812.57|
STEEL SHEET PILING | | |
0121 8091.00 220.000 m3 | 48.00000 10560.00| 32.91100 7240.42|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 623,811.90| $ 589,261.97|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0122 0030.70 LUMP| 9000.00000 9000.00| 4025.00000 4025.00|
MOBILIZATION | | |
0123 7011.20 76.210 m | 48.00000 3658.08| 55.21400 4207.86|
W-BEAM GUARDRAIL | | |
0124 7020.00 8.000 EACH| 1250.00000 10000.00| 1437.50000 11500.00|
BRIDGE APPROACH SECTIONS | | |
0125 7024.27 8.000 EACH| 1650.00000 13200.00| 1897.50000 15180.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 35,858.08| $ 34,912.86|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0126 P402.15 134.200 m | 105.00000 14091.00| 83.56800 11214.83|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0127 0002.55 16.620 StaM| 35.00000 581.70| 40.27100 669.30|
OVERLAY BROKEN LINES | | |
0128 0030.90 LUMP| 45000.00000 45000.00| 12712.10000 12712.10|
MOBILIZATION | | |
0129 1020.03 32.000 EACH| 8.00000 256.00| 9.20000 294.40|
DELINEATOR, TYPE III | | |
0130 1020.20 16.000 EACH| 25.00000 400.00| 28.75000 460.00|
INSTALL CHEVRONS | | |
0131 2020.00 42.000 m2 | 36.00000 1512.00| 19.05700 800.39|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0132 2020.50 155.000 m2 | 38.00000 5890.00| 51.61600 8000.48|
SURFACING | | |
0133 2021.00 3.000 EACH| 50.00000 150.00| 57.50000 172.50|
MAILBOX POST | | |
0134 4004.50 2592.000 kg | 4.40000 11404.80| 2.80400 7267.97|
CAST IRON GRATE AND FRAME | | |
0135 4105.59 16.160 m3 | 700.00000 11312.00| 1175.61900 18998.00|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0136 4155.50 683.600 kg | 8.00000 5468.80| 2.48000 1695.33|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0137 7502.04 4170.000 m | 6.20000 25854.00| 8.51000 35486.70|
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0138 7503.04 3310.000 m | 6.35000 21018.50| 8.62500 28548.75|
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0139 8008.00 261.000 m3 | 48.00000 12528.00| 120.02300 31326.00|
ARMOR COAT AGGREGATE | | |
0140 8051.00 245.000 m3 | 22.00000 5390.00| 34.50000 8452.50|
SOIL BINDER | | |
0141 8070.08 621.000 m3 | 16.00000 9936.00| 6.48100 4024.70|
MINERAL FILLER FOR BITUMINOUS SAND BASE | | |
COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0142 9004.90 3378.000 m2 | 3.85000 13005.30| 3.49200 11795.98|
COLD IN-PLACE RECYCLING | | |
0143 9005.21 500.000 m2 | 15.00000 7500.00| 8.82500 4412.50|
PATCHING BITUMINOUS SAND | | |
0144 9009.87 125.000 m2 | 8.75000 1093.75| 56.07400 7009.25|
SURFACING 200mm | | |
0145 9030.00 1200.000 m | 16.00000 19200.00| 8.19900 9838.80|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0146 9052.00 44.704 kL | 345.00000 15422.88| 343.29700 15346.75|
ARMOR COAT EMULSIFIED ASPHALT | | |
0147 9052.50 279.478 kL | 345.00000 96419.91| 288.63800 80667.97|
BITUMINOUS SAND BASE COURSE EMULSIFIED | | |
ASPHALT | | |
0148 9053.20 1800.000 L | 1.25000 2250.00| 0.79500 1431.00|
FOG SEAL | | |
0149 9053.90 104467.000 L | 0.34000 35518.78| 0.28900 30190.96|
EMULSIFIED ASPHALT FOR COLD IN-PLACE | | |
RECYCLING | | |
0150 9111.00 283.000 kL | 4.00000 1132.00| 3.21800 910.69|
WATER | | |
0151 9111.25 80.000 kL | 8.00000 640.00| 17.36500 1389.20|
WATER FOR COLD IN-PLACE RECYCLING, | | |
APPLIED | | |
0152 9170.00 7.400 StaM| 265.00000 1961.00| 318.73600 2358.65|
EARTH SHOULDER CONSTRUCTION | | |
0153 9179.24 10.347 StaM| 1875.00000 19400.63| 2240.20500 23179.40|
COLD MILLING, CLASS 4 | | |
0154 9188.01 720.000 m2 | 12.00000 8640.00| 30.66700 22080.24|
BITUMINOUS SURFACE COURSE | | |
0155 9188.50 536.000 m2 | 32.00000 17152.00| 28.64300 15352.65|
SURFACING UNDER GUARDRAIL | | |
0156 9261.00 14.418 StaM| 2200.00000 31719.60| 4372.52000 63042.99|
BITUMINOUS SAND BASE COURSE | | |
SECTION TOTALS | $ 441,848.65| $ 459,130.98|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0157 0001.08 5125.000 BDAY| 0.50000 2562.50| 0.50000 2562.50|
BARRICADE, TYPE II | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0158 0001.10 4340.000 BDAY| 1.65000 7161.00| 1.89800 8237.32|
BARRICADE, TYPE III | | |
0159 0001.30 1196.000 LDAY| 1.35000 1614.60| 1.55300 1857.39|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0160 0001.75 60.000 EACH| 10.00000 600.00| 11.50000 690.00|
TEMPORARY SIGN DAY | | |
0161 0001.90 14602.000 EACH| 0.35000 5110.70| 0.40300 5884.61|
SIGN DAY | | |
0162 0002.30 1550.000 m | 2.00000 3100.00| 2.30000 3565.00|
PAVEMENT MARKING REMOVAL | | |
0163 0002.31 750.000 m | 1.50000 1125.00| 1.72500 1293.75|
TEMPORARY PAVEMENT MARKING | | |
0164 0002.39 1000.000 m | 2.00000 2000.00| 2.30000 2300.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0165 0003.10 20.000 DAY | 220.00000 4400.00| 230.00000 4600.00|
FLAGGING | | |
0166 0003.51 126.000 m | 36.00000 4536.00| 97.65900 12305.03|
INSTALL CONCRETE PROTECTION BARRIER | | |
0167 0003.56 84.000 m | 12.00000 1008.00| 37.78600 3174.02|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0168 0003.70 4.000 EACH| 400.00000 1600.00| 460.00000 1840.00|
TEMPORARY RUMBLE STRIP | | |
0169 0003.75 1.000 EACH| 14000.00000 14000.00| 16100.00000 16100.00|
TEMPORARY TRAFFIC SIGNAL | | |
0170 0010.04 1.000 EACH| 2500.00000 2500.00| 6900.00000 6900.00|
FIELD OFFICE | | |
0171 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0172 0030.10 LUMP| 6000.00000 6000.00| 4255.00000 4255.00|
MOBILIZATION | | |
0173 9110.01 40.000 HOUR| 85.00000 3400.00| 66.70000 2668.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0174 9110.02 50.000 HOUR| 65.00000 3250.00| 59.80000 2990.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0175 9110.03 40.000 HOUR| 45.00000 1800.00| 48.30000 1932.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0176 9110.07 40.000 HOUR| 35.00000 1400.00| 48.30000 1932.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F14 CONTRACT ID : 5046 COUNTIES : SHERIDAN
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 5
PROJECT(S) : EACSTPD-250-4(101)
S-87-4(1010)
S-250-4(1002)
====================================================================================================================================
|(1) 2283 |(2) 2853 |
|PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSID|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 67,967.80| $ 85,886.62|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,690,897.69| $ 2,862,704.96|
====================================================================================================================================