|
Contract Letting July 12, 2001 |
VENDOR RANKING
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 DISTRICT : 3
PROJECT(S) : BR-2580(1)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD NORTH OF TILDEN.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
0 --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0810 ELK HORN CONSTRUCTION CO. $ 1,415,853.79 100.0000%
2 0805 A. M. COHRON & SON, INC. $ 1,422,254.14 100.4520%
3 2283 PERRETT CONSTRUCTION LTD. $ 1,490,880.40 105.2990%
4 1809 CAPITAL CONTRACTORS, INC. $ 1,506,666.66 106.4140%
5 0880 CHRISTENSEN BROS., INC. $ 1,525,480.32 107.7427%
6 0774 DIXON CONSTRUCTION CO. $ 1,536,834.30 108.5447%
7 2017 BRB CONTRACTORS, INC. $ 1,569,571.38 110.8568%
8 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,599,587.95 112.9769%
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(1) 0810 |(2) 0805 |(3) 2283
|ELK HORN CONSTRUCTION CO. |COHRON & SON, INC./A. M. |PERRETT CONSTRUCTION LTD.
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 2.000 ha | 211.05000 422.10| 200.00000 400.00| 200.00000 400.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 10666.70000 10666.70| 3800.00000 3800.00| 15200.00000 15200.00
MOBILIZATION | | |
0003 1009.00 LUMP| 15005.23000 15005.23| 9600.00000 9600.00| 9600.00000 9600.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 692.000 kL | 1.49000 1031.08| 2.00000 1384.00| 2.00000 1384.00
WATER | | |
0005 1030.00 13836.000 m3 | 3.58000 49532.88| 3.80000 52576.80| 3.80000 52576.80
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1300.18 25.600 m | 33.33000 853.25| 29.96000 766.98| 29.96000 766.98
450 mm DRIVEWAY CULVERT PIPE | | |
0007 4050.01 3.000 m3 | 38.46000 115.38| 10.00000 30.00| 10.00000 30.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0008 4360.48 2.000 EACH| 624.25000 1248.50| 700.00000 1400.00| 700.00000 1400.00
1200 mm METAL FLARED-END SECTION | | |
0009 4380.60 3.500 m | 167.19000 585.17| 100.00000 350.00| 650.00000 2275.00
1500 mm ROUND EQUIVALENT CORRUGATED | | |
METAL PIPE | | |
0010 4390.60 2.000 EACH| 871.85000 1743.70| 1050.00000 2100.00| 1050.00000 2100.00
1500 mm ROUND EQUIVALENT METAL PIPE | | |
FLARED-END SECTION | | |
SECTION TOTALS | $ 81,203.99| $ 72,407.78| $ 85,732.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 L001.01 1.436 ha | 2000.00000 2872.00| 2500.00000 3590.00| 1650.00000 2369.40
SEEDING, TYPE A | | |
0012 L001.02 0.564 ha | 2000.00000 1128.00| 2500.00000 1410.00| 1435.00000 809.34
SEEDING, TYPE B | | |
0013 L032.75 10.000 Mg | 200.00000 2000.00| 80.00000 800.00| 200.00000 2000.00
MULCH | | |
0014 0002.75 900.000 m | 1.00000 900.00| 1.00000 900.00| 1.00000 900.00
PERMANENT PAVEMENT MARKING | | |
0015 0030.90 LUMP| 32000.00000 32000.00| 35500.00000 35500.00| 16500.00000 16500.00
MOBILIZATION | | |
0016 2021.00 1.000 EACH| 125.00000 125.00| 50.00000 50.00| 123.00000 123.00
MAILBOX POST | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(1) 0810 |(2) 0805 |(3) 2283
|ELK HORN CONSTRUCTION CO. |COHRON & SON, INC./A. M. |PERRETT CONSTRUCTION LTD.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 3020.26 150.400 m2 | 32.00000 4812.80| 32.00000 4812.80| 32.66000 4912.06
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0018 3070.10 0.752 m3 | 75.00000 56.40| 75.00000 56.40| 178.00000 133.86
CONCRETE FOR HEADERS, CLASS 47B-20 | | |
0019 3075.21 4691.000 m2 | 25.50000 119620.50| 25.50000 119620.50| 30.76000 144295.16
180 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0020 9111.00 111.000 kL | 15.00000 1665.00| 15.00000 1665.00| 10.00000 1110.00
WATER | | |
0021 9170.00 14.934 StaM| 400.00000 5973.60| 250.00000 3733.50| 269.00000 4017.25
EARTH SHOULDER CONSTRUCTION | | |
0022 9173.20 4842.000 m2 | 2.95000 14283.90| 2.95000 14283.90| 1.12000 5423.04
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 185,437.20| $ 186,422.10| $ 182,593.11
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 16+90
1-40.0 M & 2-30.0 M SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0023 0030.60 LUMP| 80000.00000 80000.00| 78000.00000 78000.00| 55000.00000 55000.00
MOBILIZATION | | |
0024 1043.50 194.000 m2 | 3.00000 582.00| 2.50000 485.00| 4.00000 776.00
RIPRAP FILTER FABRIC | | |
0025 3050.15 94.600 m3 | 220.00000 20812.00| 192.00000 18163.20| 315.00000 29799.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0026 3051.10 6284.000 kg | 1.20000 7540.80| 1.25000 7855.00| 1.32000 8294.88
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0027 6000.10 90.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0028 6000.11 90.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0029 6000.60 60.000 LS | 13000.00000 13000.00| 10000.00000 10000.00| 25000.00000 25000.00
PIER NO.1 EXCAVATION | | |
0030 6000.61 60.000 LS | 13000.00000 13000.00| 10000.00000 10000.00| 25000.00000 25000.00
PIER NO.2 EXCAVATION | | |
0031 6005.78 12.000 EACH| 600.00000 7200.00| 425.00000 5100.00| 400.00000 4800.00
EXPANSION BEARING, TFE TYPE | | |
0032 6005.83 4.000 EACH| 600.00000 2400.00| 485.00000 1940.00| 650.00000 2600.00
FIXED BEARING | | |
0033 6010.22 158.700 m3 | 500.00000 79350.00| 480.00000 76176.00| 444.00000 70462.80
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(1) 0810 |(2) 0805 |(3) 2283
|ELK HORN CONSTRUCTION CO. |COHRON & SON, INC./A. M. |PERRETT CONSTRUCTION LTD.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6010.26 232.700 m3 | 400.00000 93080.00| 480.00000 111696.00| 385.00000 89589.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0035 6040.00 1.000 EACH| 40000.00000 40000.00| 30000.00000 30000.00| 50000.00000 50000.00
REMOVE STRUCTURE AT STA. 16+80.974, | | |
15.276 M RT. | | |
0036 6071.11 107615.000 LS | 242000.00000 242000.00| 256000.00000 256000.00| 262000.00000 262000.00
STEEL SUPERSTRUCTURE AT STA. 16+90 | | |
0037 6080.00 476.000 kg | 4.50000 2142.00| 3.80000 1808.80| 8.00000 3808.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0038 6105.02 193.000 Mg | 25.00000 4825.00| 38.00000 7334.00| 32.00000 6176.00
ROCK RIPRAP, TYPE B | | |
0039 6131.50 41204.000 kg | 1.20000 49444.80| 1.25000 51505.00| 1.35000 55625.40
EPOXY COATED REINFORCING STEEL | | |
0040 6139.50 37.000 m2 | 35.00000 1295.00| 24.00000 888.00| 26.00000 962.00
SUBSURFACE DRAINAGE MATTING | | |
0041 6200.00 1151.900 m | 75.00000 86392.50| 85.00000 97911.50| 80.00000 92152.00
CONCRETE PILING | | |
0042 6310.00 235.000 m2 | 122.00000 28670.00| 110.00000 25850.00| 105.00000 24675.00
STEEL SHEET PILING | | |
0043 6610.45 19.100 m | 375.00000 7162.50| 468.00000 8938.80| 375.00000 7162.50
STRIP SEALS | | |
0044 6951.12 2088.000 EACH| 2.50000 5220.00| 3.72000 7767.36| 1.00000 2088.00
SHEAR CONNECTORS | | |
0045 8091.00 172.000 m3 | 25.00000 4300.00| 30.00000 5160.00| 22.00000 3784.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 796,416.60| $ 818,578.66| $ 839,755.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6A BRIDGE AT STA. 21+18.00
1-28.0 M SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0046 0030.60 LUMP| 31000.00000 31000.00| 28500.00000 28500.00| 35000.00000 35000.00
MOBILIZATION | | |
0047 1043.50 251.000 m2 | 3.00000 753.00| 2.50000 627.50| 4.00000 1004.00
RIPRAP FILTER FABRIC | | |
0048 3050.15 100.700 m3 | 220.00000 22154.00| 192.00000 19334.40| 315.00000 31720.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0049 3051.10 6609.000 kg | 1.20000 7930.80| 1.25000 8261.25| 1.32000 8723.88
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(1) 0810 |(2) 0805 |(3) 2283
|ELK HORN CONSTRUCTION CO. |COHRON & SON, INC./A. M. |PERRETT CONSTRUCTION LTD.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6000.10 90.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 7500.00000 7500.00
ABUTMENT NO.1 EXCAVATION | | |
0051 6000.11 90.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 7500.00000 7500.00
ABUTMENT NO.2 EXCAVATION | | |
0052 6005.78 4.000 EACH| 600.00000 2400.00| 375.00000 1500.00| 650.00000 2600.00
EXPANSION BEARING, TFE TYPE | | |
0053 6005.83 4.000 EACH| 600.00000 2400.00| 285.00000 1140.00| 400.00000 1600.00
FIXED BEARING | | |
0054 6010.22 52.900 m3 | 500.00000 26450.00| 480.00000 25392.00| 444.00000 23487.60
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0055 6010.26 86.500 m3 | 500.00000 43250.00| 480.00000 41520.00| 385.00000 33302.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0056 6040.00 1.000 EACH| 17000.00000 17000.00| 14000.00000 14000.00| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 21+23.847 | | |
0057 6071.11 25314.000 LS | 68000.00000 68000.00| 64800.00000 64800.00| 81500.00000 81500.00
STEEL SUPERSTRUCTURE AT STA. 21+18.00 | | |
0058 6105.02 261.000 Mg | 25.00000 6525.00| 38.00000 9918.00| 32.00000 8352.00
ROCK RIPRAP, TYPE B | | |
0059 6131.50 11957.000 kg | 1.20000 14348.40| 1.25000 14946.25| 1.35000 16141.95
EPOXY COATED REINFORCING STEEL | | |
0060 6139.50 41.000 m2 | 35.00000 1435.00| 24.00000 984.00| 26.00000 1066.00
SUBSURFACE DRAINAGE MATTING | | |
0061 6200.00 301.840 m | 75.00000 22638.00| 85.00000 25656.40| 80.00000 24147.20
CONCRETE PILING | | |
0062 6310.00 275.000 m2 | 120.00000 33000.00| 110.00000 30250.00| 105.00000 28875.00
STEEL SHEET PILING | | |
0063 6951.12 708.000 EACH| 2.50000 1770.00| 6.25000 4425.00| 1.00000 708.00
SHEAR CONNECTORS | | |
0064 8091.00 165.000 m3 | 25.00000 4125.00| 30.00000 4950.00| 22.00000 3630.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 313,179.20| $ 302,204.80| $ 336,858.63
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0065 0030.70 LUMP| 1000.00000 1000.00| 950.00000 950.00| 2800.00000 2800.00
MOBILIZATION | | |
0066 7011.20 19.050 m | 56.42000 1074.80| 56.42000 1074.80| 56.42000 1074.80
W-BEAM GUARDRAIL | | |
0067 7020.00 8.000 EACH| 1100.00000 8800.00| 1100.00000 8800.00| 1100.00000 8800.00
BRIDGE APPROACH SECTIONS | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(1) 0810 |(2) 0805 |(3) 2283
|ELK HORN CONSTRUCTION CO. |COHRON & SON, INC./A. M. |PERRETT CONSTRUCTION LTD.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 7021.45 7.000 EACH| 924.00000 6468.00| 924.00000 6468.00| 924.00000 6468.00
BREAKAWAY CABLE TERMINAL | | |
0069 7023.50 1.000 EACH| 1128.00000 1128.00| 1128.00000 1128.00| 1128.00000 1128.00
SPECIAL ANCHORAGE SECTION | | |
SECTION TOTALS | $ 18,470.80| $ 18,420.80| $ 20,270.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0070 0001.10 4856.000 BDAY| 1.50000 7284.00| 1.00000 4856.00| 1.00000 4856.00
BARRICADE, TYPE III | | |
0071 0001.30 970.000 LDAY| 2.00000 1940.00| 1.00000 970.00| 1.00000 970.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0072 0001.90 5844.000 EACH| 0.50000 2922.00| 1.00000 5844.00| 1.00000 5844.00
SIGN DAY | | |
0073 0003.10 50.000 DAY | 150.00000 7500.00| 185.00000 9250.00| 185.00000 9250.00
FLAGGING | | |
0074 0010.04 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00
FIELD OFFICE | | |
0075 0030.10 LUMP| 0.00000 0.00| 1800.00000 1800.00| 3250.00000 3250.00
MOBILIZATION | | |
SECTION TOTALS | $ 21,146.00| $ 24,220.00| $ 25,670.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,415,853.79| $ 1,422,254.14| $ 1,490,880.40
====================================================================================================================================
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(4) 1809 |(5) 0880 |(6) 0774
|CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO.
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 2.000 ha | 200.00000 400.00| 210.00000 420.00| 200.00000 400.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 3500.00000 3500.00
MOBILIZATION | | |
0003 1009.00 LUMP| 9600.00000 9600.00| 10000.00000 10000.00| 9600.00000 9600.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 692.000 kL | 2.00000 1384.00| 2.10000 1453.20| 2.00000 1384.00
WATER | | |
0005 1030.00 13836.000 m3 | 3.80000 52576.80| 3.90000 53960.40| 3.80000 52576.80
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1300.18 25.600 m | 29.96000 766.98| 30.00000 768.00| 29.96000 766.98
450 mm DRIVEWAY CULVERT PIPE | | |
0007 4050.01 3.000 m3 | 10.00000 30.00| 10.00000 30.00| 10.00000 30.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0008 4360.48 2.000 EACH| 700.00000 1400.00| 720.00000 1440.00| 700.00000 1400.00
1200 mm METAL FLARED-END SECTION | | |
0009 4380.60 3.500 m | 100.00000 350.00| 110.00000 385.00| 100.00000 350.00
1500 mm ROUND EQUIVALENT CORRUGATED | | |
METAL PIPE | | |
0010 4390.60 2.000 EACH| 1050.00000 2100.00| 1100.00000 2200.00| 1050.00000 2100.00
1500 mm ROUND EQUIVALENT METAL PIPE | | |
FLARED-END SECTION | | |
SECTION TOTALS | $ 72,107.78| $ 74,656.60| $ 72,107.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 L001.01 1.436 ha | 4000.00000 5744.00| 2200.00000 3159.20| 2000.00000 2872.00
SEEDING, TYPE A | | |
0012 L001.02 0.564 ha | 4100.00000 2312.40| 2200.00000 1240.80| 2000.00000 1128.00
SEEDING, TYPE B | | |
0013 L032.75 10.000 Mg | 1635.00000 16350.00| 200.00000 2000.00| 150.00000 1500.00
MULCH | | |
0014 0002.75 900.000 m | 1.00000 900.00| 1.10000 990.00| 1.00000 900.00
PERMANENT PAVEMENT MARKING | | |
0015 0030.90 LUMP| 32000.00000 32000.00| 5000.00000 5000.00| 32000.00000 32000.00
MOBILIZATION | | |
0016 2021.00 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 50.00000 50.00
MAILBOX POST | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(4) 1809 |(5) 0880 |(6) 0774
|CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 3020.26 150.400 m2 | 32.00000 4812.80| 33.00000 4963.20| 32.00000 4812.80
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0018 3070.10 0.752 m3 | 75.00000 56.40| 180.00000 135.36| 75.00000 56.40
CONCRETE FOR HEADERS, CLASS 47B-20 | | |
0019 3075.21 4691.000 m2 | 25.50000 119620.50| 31.00000 145421.00| 25.50000 119620.50
180 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0020 9111.00 111.000 kL | 15.00000 1665.00| 10.00000 1110.00| 15.00000 1665.00
WATER | | |
0021 9170.00 14.934 StaM| 250.00000 3733.50| 260.00000 3882.84| 250.00000 3733.50
EARTH SHOULDER CONSTRUCTION | | |
0022 9173.20 4842.000 m2 | 2.95000 14283.90| 1.20000 5810.40| 2.95000 14283.90
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 201,528.50| $ 173,762.80| $ 182,622.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 16+90
1-40.0 M & 2-30.0 M SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0023 0030.60 LUMP| 62000.00000 62000.00| 80000.00000 80000.00| 100000.00000 100000.00
MOBILIZATION | | |
0024 1043.50 194.000 m2 | 3.00000 582.00| 2.00000 388.00| 4.00000 776.00
RIPRAP FILTER FABRIC | | |
0025 3050.15 94.600 m3 | 300.00000 28380.00| 200.00000 18920.00| 248.90000 23545.94
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0026 3051.10 6284.000 kg | 1.15000 7226.60| 1.20000 7540.80| 1.21000 7603.64
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0027 6000.10 90.000 LS | 7500.00000 7500.00| 8000.00000 8000.00| 7000.00000 7000.00
ABUTMENT NO.1 EXCAVATION | | |
0028 6000.11 90.000 LS | 7500.00000 7500.00| 8000.00000 8000.00| 7000.00000 7000.00
ABUTMENT NO.2 EXCAVATION | | |
0029 6000.60 60.000 LS | 29500.00000 29500.00| 60000.00000 60000.00| 20000.00000 20000.00
PIER NO.1 EXCAVATION | | |
0030 6000.61 60.000 LS | 29500.00000 29500.00| 60000.00000 60000.00| 20000.00000 20000.00
PIER NO.2 EXCAVATION | | |
0031 6005.78 12.000 EACH| 550.00000 6600.00| 900.00000 10800.00| 620.00000 7440.00
EXPANSION BEARING, TFE TYPE | | |
0032 6005.83 4.000 EACH| 650.00000 2600.00| 900.00000 3600.00| 680.00000 2720.00
FIXED BEARING | | |
0033 6010.22 158.700 m3 | 385.00000 61099.50| 420.00000 66654.00| 458.50000 72763.95
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(4) 1809 |(5) 0880 |(6) 0774
|CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6010.26 232.700 m3 | 395.00000 91916.50| 340.00000 79118.00| 393.00000 91451.10
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0035 6040.00 1.000 EACH| 37861.00000 37861.00| 40000.00000 40000.00| 100000.00000 100000.00
REMOVE STRUCTURE AT STA. 16+80.974, | | |
15.276 M RT. | | |
0036 6071.11 107615.000 LS | 300000.00000 300000.00| 260000.00000 260000.00| 250000.00000 250000.00
STEEL SUPERSTRUCTURE AT STA. 16+90 | | |
0037 6080.00 476.000 kg | 7.00000 3332.00| 8.00000 3808.00| 5.00000 2380.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0038 6105.02 193.000 Mg | 35.00000 6755.00| 30.00000 5790.00| 24.00000 4632.00
ROCK RIPRAP, TYPE B | | |
0039 6131.50 41204.000 kg | 1.15000 47384.60| 1.20000 49444.80| 1.21000 49856.84
EPOXY COATED REINFORCING STEEL | | |
0040 6139.50 37.000 m2 | 35.00000 1295.00| 40.00000 1480.00| 35.00000 1295.00
SUBSURFACE DRAINAGE MATTING | | |
0041 6200.00 1151.900 m | 60.00000 69114.00| 90.00000 103671.00| 70.46000 81162.87
CONCRETE PILING | | |
0042 6310.00 235.000 m2 | 120.00000 28200.00| 140.00000 32900.00| 107.60000 25286.00
STEEL SHEET PILING | | |
0043 6610.45 19.100 m | 500.00000 9550.00| 400.00000 7640.00| 400.00000 7640.00
STRIP SEALS | | |
0044 6951.12 2088.000 EACH| 2.00000 4176.00| 2.50000 5220.00| 4.00000 8352.00
SHEAR CONNECTORS | | |
0045 8091.00 172.000 m3 | 50.00000 8600.00| 24.00000 4128.00| 35.00000 6020.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 850,672.20| $ 917,102.60| $ 896,925.34
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6A BRIDGE AT STA. 21+18.00
1-28.0 M SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0046 0030.60 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 50000.00000 50000.00
MOBILIZATION | | |
0047 1043.50 251.000 m2 | 3.00000 753.00| 2.50000 627.50| 4.00000 1004.00
RIPRAP FILTER FABRIC | | |
0048 3050.15 100.700 m3 | 300.00000 30210.00| 250.00000 25175.00| 248.90000 25064.23
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0049 3051.10 6609.000 kg | 1.15000 7600.35| 1.32000 8723.88| 1.21000 7996.89
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(4) 1809 |(5) 0880 |(6) 0774
|CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6000.10 90.000 LS | 7500.00000 7500.00| 10000.00000 10000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0051 6000.11 90.000 LS | 7500.00000 7500.00| 10000.00000 10000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0052 6005.78 4.000 EACH| 500.00000 2000.00| 750.00000 3000.00| 620.00000 2480.00
EXPANSION BEARING, TFE TYPE | | |
0053 6005.83 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 680.00000 2720.00
FIXED BEARING | | |
0054 6010.22 52.900 m3 | 385.00000 20366.50| 320.00000 16928.00| 458.50000 24254.65
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0055 6010.26 86.500 m3 | 395.00000 34167.50| 355.00000 30707.50| 393.00000 33994.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0056 6040.00 1.000 EACH| 35250.00000 35250.00| 19000.00000 19000.00| 30000.00000 30000.00
REMOVE STRUCTURE AT STA. 21+23.847 | | |
0057 6071.11 25314.000 LS | 85000.00000 85000.00| 75000.00000 75000.00| 70000.00000 70000.00
STEEL SUPERSTRUCTURE AT STA. 21+18.00 | | |
0058 6105.02 261.000 Mg | 35.00000 9135.00| 26.00000 6786.00| 24.00000 6264.00
ROCK RIPRAP, TYPE B | | |
0059 6131.50 11957.000 kg | 1.15000 13750.55| 1.32000 15783.24| 1.21000 14467.97
EPOXY COATED REINFORCING STEEL | | |
0060 6139.50 41.000 m2 | 35.00000 1435.00| 35.00000 1435.00| 35.00000 1435.00
SUBSURFACE DRAINAGE MATTING | | |
0061 6200.00 301.840 m | 60.00000 18110.40| 80.00000 24147.20| 71.76000 21660.04
CONCRETE PILING | | |
0062 6310.00 275.000 m2 | 120.00000 33000.00| 110.00000 30250.00| 107.60000 29590.00
STEEL SHEET PILING | | |
0063 6951.12 708.000 EACH| 2.00000 1416.00| 5.00000 3540.00| 4.00000 2832.00
SHEAR CONNECTORS | | |
0064 8091.00 165.000 m3 | 50.00000 8250.00| 35.00000 5775.00| 35.00000 5775.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 342,844.30| $ 314,278.32| $ 339,538.28
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0065 0030.70 LUMP| 750.00000 750.00| 800.00000 800.00| 750.00000 750.00
MOBILIZATION | | |
0066 7011.20 19.050 m | 56.42000 1074.80| 60.00000 1143.00| 56.42000 1074.80
W-BEAM GUARDRAIL | | |
0067 7020.00 8.000 EACH| 1100.00000 8800.00| 1150.00000 9200.00| 1100.00000 8800.00
BRIDGE APPROACH SECTIONS | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(4) 1809 |(5) 0880 |(6) 0774
|CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 7021.45 7.000 EACH| 924.00000 6468.00| 1000.00000 7000.00| 924.00000 6468.00
BREAKAWAY CABLE TERMINAL | | |
0069 7023.50 1.000 EACH| 1128.00000 1128.00| 1200.00000 1200.00| 1128.00000 1128.00
SPECIAL ANCHORAGE SECTION | | |
SECTION TOTALS | $ 18,220.80| $ 19,343.00| $ 18,220.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0070 0001.10 4856.000 BDAY| 1.00000 4856.00| 1.10000 5341.60| 1.00000 4856.00
BARRICADE, TYPE III | | |
0071 0001.30 970.000 LDAY| 1.00000 970.00| 1.10000 1067.00| 1.00000 970.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0072 0001.90 5844.000 EACH| 1.00000 5844.00| 1.10000 6428.40| 1.00000 5844.00
SIGN DAY | | |
0073 0003.10 50.000 DAY | 150.00000 7500.00| 190.00000 9500.00| 185.00000 9250.00
FLAGGING | | |
0074 0010.04 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| 1500.00000 1500.00
FIELD OFFICE | | |
0075 0030.10 LUMP| 623.08000 623.08| 1000.00000 1000.00| 5000.00000 5000.00
MOBILIZATION | | |
SECTION TOTALS | $ 21,293.08| $ 26,337.00| $ 27,420.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,506,666.66| $ 1,525,480.32| $ 1,536,834.30
====================================================================================================================================
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(7) 2017 |(8) 0137 |
|BRB CONTRACTORS, 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 1 GRADING
| | |
0001 L006.00 2.000 ha | 200.00000 400.00| 200.00000 400.00|
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 3500.00000 3500.00| 3500.00000 3500.00|
MOBILIZATION | | |
0003 1009.00 LUMP| 9600.00000 9600.00| 12950.00000 12950.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 692.000 kL | 2.00000 1384.00| 2.00000 1384.00|
WATER | | |
0005 1030.00 13836.000 m3 | 3.80000 52576.80| 3.80000 52576.80|
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1300.18 25.600 m | 29.96000 766.98| 30.00000 768.00|
450 mm DRIVEWAY CULVERT PIPE | | |
0007 4050.01 3.000 m3 | 10.00000 30.00| 10.00000 30.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0008 4360.48 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00|
1200 mm METAL FLARED-END SECTION | | |
0009 4380.60 3.500 m | 100.00000 350.00| 100.00000 350.00|
1500 mm ROUND EQUIVALENT CORRUGATED | | |
METAL PIPE | | |
0010 4390.60 2.000 EACH| 1050.00000 2100.00| 1050.00000 2100.00|
1500 mm ROUND EQUIVALENT METAL PIPE | | |
FLARED-END SECTION | | |
SECTION TOTALS | $ 72,107.78| $ 75,458.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 L001.01 1.436 ha | 3600.00000 5169.60| 2000.00000 2872.00|
SEEDING, TYPE A | | |
0012 L001.02 0.564 ha | 4500.00000 2538.00| 2200.00000 1240.80|
SEEDING, TYPE B | | |
0013 L032.75 10.000 Mg | 185.00000 1850.00| 100.00000 1000.00|
MULCH | | |
0014 0002.75 900.000 m | 1.00000 900.00| 2.00000 1800.00|
PERMANENT PAVEMENT MARKING | | |
0015 0030.90 LUMP| 32500.00000 32500.00| 38750.00000 38750.00|
MOBILIZATION | | |
0016 2021.00 1.000 EACH| 50.00000 50.00| 50.00000 50.00|
MAILBOX POST | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(7) 2017 |(8) 0137 |
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 3020.26 150.400 m2 | 32.00000 4812.80| 32.00000 4812.80|
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0018 3070.10 0.752 m3 | 75.00000 56.40| 75.00000 56.40|
CONCRETE FOR HEADERS, CLASS 47B-20 | | |
0019 3075.21 4691.000 m2 | 25.50000 119620.50| 25.50000 119620.50|
180 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0020 9111.00 111.000 kL | 15.00000 1665.00| 15.00000 1665.00|
WATER | | |
0021 9170.00 14.934 StaM| 249.93000 3732.45| 400.00000 5973.60|
EARTH SHOULDER CONSTRUCTION | | |
0022 9173.20 4842.000 m2 | 1.76000 8521.92| 3.00000 14526.00|
SUBGRADE PREPARATION | | |
SECTION TOTALS | $ 181,416.67| $ 192,367.10|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 16+90
1-40.0 M & 2-30.0 M SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0023 0030.60 LUMP| 103000.00000 103000.00| 25000.00000 25000.00|
MOBILIZATION | | |
0024 1043.50 194.000 m2 | 2.54000 492.76| 3.50000 679.00|
RIPRAP FILTER FABRIC | | |
0025 3050.15 94.600 m3 | 230.00000 21758.00| 240.00000 22704.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0026 3051.10 6284.000 kg | 1.50000 9426.00| 1.30000 8169.20|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0027 6000.10 90.000 LS | 2000.00000 2000.00| 5000.00000 5000.00|
ABUTMENT NO.1 EXCAVATION | | |
0028 6000.11 90.000 LS | 2000.00000 2000.00| 5000.00000 5000.00|
ABUTMENT NO.2 EXCAVATION | | |
0029 6000.60 60.000 LS | 20000.00000 20000.00| 15000.00000 15000.00|
PIER NO.1 EXCAVATION | | |
0030 6000.61 60.000 LS | 20000.00000 20000.00| 15000.00000 15000.00|
PIER NO.2 EXCAVATION | | |
0031 6005.78 12.000 EACH| 580.00000 6960.00| 500.00000 6000.00|
EXPANSION BEARING, TFE TYPE | | |
0032 6005.83 4.000 EACH| 920.00000 3680.00| 525.00000 2100.00|
FIXED BEARING | | |
0033 6010.22 158.700 m3 | 500.00000 79350.00| 700.00000 111090.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(7) 2017 |(8) 0137 |
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6010.26 232.700 m3 | 400.00000 93080.00| 850.00000 197795.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0035 6040.00 1.000 EACH| 7000.00000 7000.00| 75000.00000 75000.00|
REMOVE STRUCTURE AT STA. 16+80.974, | | |
15.276 M RT. | | |
0036 6071.11 107615.000 LS | 340000.00000 340000.00| 250000.00000 250000.00|
STEEL SUPERSTRUCTURE AT STA. 16+90 | | |
0037 6080.00 476.000 kg | 5.00000 2380.00| 5.50000 2618.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0038 6105.02 193.000 Mg | 40.00000 7720.00| 48.00000 9264.00|
ROCK RIPRAP, TYPE B | | |
0039 6131.50 41204.000 kg | 1.82000 74991.28| 0.75000 30903.00|
EPOXY COATED REINFORCING STEEL | | |
0040 6139.50 37.000 m2 | 35.00000 1295.00| 33.00000 1221.00|
SUBSURFACE DRAINAGE MATTING | | |
0041 6200.00 1151.900 m | 90.00000 103671.00| 68.00000 78329.20|
CONCRETE PILING | | |
0042 6310.00 235.000 m2 | 125.00000 29375.00| 125.00000 29375.00|
STEEL SHEET PILING | | |
0043 6610.45 19.100 m | 420.00000 8022.00| 350.00000 6685.00|
STRIP SEALS | | |
0044 6951.12 2088.000 EACH| 2.20000 4593.60| 2.50000 5220.00|
SHEAR CONNECTORS | | |
0045 8091.00 172.000 m3 | 24.00000 4128.00| 42.00000 7224.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 944,922.64| $ 909,376.40|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6A BRIDGE AT STA. 21+18.00
1-28.0 M SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0046 0030.60 LUMP| 25000.00000 25000.00| 17000.00000 17000.00|
MOBILIZATION | | |
0047 1043.50 251.000 m2 | 2.55000 640.05| 3.50000 878.50|
RIPRAP FILTER FABRIC | | |
0048 3050.15 100.700 m3 | 230.00000 23161.00| 240.00000 24168.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0049 3051.10 6609.000 kg | 1.50000 9913.50| 1.30000 8591.70|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(7) 2017 |(8) 0137 |
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6000.10 90.000 LS | 2500.00000 2500.00| 5000.00000 5000.00|
ABUTMENT NO.1 EXCAVATION | | |
0051 6000.11 90.000 LS | 2500.00000 2500.00| 5000.00000 5000.00|
ABUTMENT NO.2 EXCAVATION | | |
0052 6005.78 4.000 EACH| 580.00000 2320.00| 525.00000 2100.00|
EXPANSION BEARING, TFE TYPE | | |
0053 6005.83 4.000 EACH| 920.00000 3680.00| 500.00000 2000.00|
FIXED BEARING | | |
0054 6010.22 52.900 m3 | 560.00000 29624.00| 900.00000 47610.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0055 6010.26 86.500 m3 | 400.00000 34600.00| 975.00000 84337.50|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0056 6040.00 1.000 EACH| 10000.00000 10000.00| 25000.00000 25000.00|
REMOVE STRUCTURE AT STA. 21+23.847 | | |
0057 6071.11 25314.000 LS | 85000.00000 85000.00| 70000.00000 70000.00|
STEEL SUPERSTRUCTURE AT STA. 21+18.00 | | |
0058 6105.02 261.000 Mg | 40.00000 10440.00| 38.00000 9918.00|
ROCK RIPRAP, TYPE B | | |
0059 6131.50 11957.000 kg | 1.82000 21761.74| 0.75000 8967.75|
EPOXY COATED REINFORCING STEEL | | |
0060 6139.50 41.000 m2 | 35.00000 1435.00| 28.00000 1148.00|
SUBSURFACE DRAINAGE MATTING | | |
0061 6200.00 301.840 m | 90.00000 27165.60| 80.00000 24147.20|
CONCRETE PILING | | |
0062 6310.00 275.000 m2 | 125.00000 34375.00| 125.00000 34375.00|
STEEL SHEET PILING | | |
0063 6951.12 708.000 EACH| 2.20000 1557.60| 2.50000 1770.00|
SHEAR CONNECTORS | | |
0064 8091.00 165.000 m3 | 24.00000 3960.00| 46.00000 7590.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 329,633.49| $ 379,601.65|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0065 0030.70 LUMP| 750.00000 750.00| 1525.00000 1525.00|
MOBILIZATION | | |
0066 7011.20 19.050 m | 56.42000 1074.80| 60.00000 1143.00|
W-BEAM GUARDRAIL | | |
0067 7020.00 8.000 EACH| 1100.00000 8800.00| 1100.00000 8800.00|
BRIDGE APPROACH SECTIONS | | |
1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 32961 COUNTIES : ANTELOPE MADISON
LETTING DATE : 07/12/01 1:30 PM DISTRICT : 3
PROJECT(S) : BR-2580(1)
====================================================================================================================================
|(7) 2017 |(8) 0137 |
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 7021.45 7.000 EACH| 924.00000 6468.00| 924.00000 6468.00|
BREAKAWAY CABLE TERMINAL | | |
0069 7023.50 1.000 EACH| 1128.00000 1128.00| 1128.00000 1128.00|
SPECIAL ANCHORAGE SECTION | | |
SECTION TOTALS | $ 18,220.80| $ 19,064.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0070 0001.10 4856.000 BDAY| 1.00000 4856.00| 1.00000 4856.00|
BARRICADE, TYPE III | | |
0071 0001.30 970.000 LDAY| 1.00000 970.00| 1.00000 970.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0072 0001.90 5844.000 EACH| 1.00000 5844.00| 1.00000 5844.00|
SIGN DAY | | |
0073 0003.10 50.000 DAY | 200.00000 10000.00| 175.00000 8750.00|
FLAGGING | | |
0074 0010.04 1.000 EACH| 1600.00000 1600.00| 1500.00000 1500.00|
FIELD OFFICE | | |
0075 0030.10 LUMP| 0.00000 0.00| 1800.00000 1800.00|
MOBILIZATION | | |
SECTION TOTALS | $ 23,270.00| $ 23,720.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,569,571.38| $ 1,599,587.95|
====================================================================================================================================