|
Contract Letting August 16, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
CONTRACT DESCRIPTION :
ON SPUR S-66C WEST OF OTOE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1742 HERBST CONSTRUCTION, INC. $ 506,418.96 100.0000%
2 0462 L. J. WEBB CONTRACTOR, INC. $ 547,593.45 108.1305%
3 0880 CHRISTENSEN BROS., INC. $ 547,879.18 108.1869%
4 2017 BRB CONTRACTORS, INC. $ 548,280.93 108.2662%
5 0137 JUDDS BROS. CONSTRUCTION CO. $ 552,914.93 109.1813%
6 0774 DIXON CONSTRUCTION CO. $ 560,796.42 110.7376%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0880
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L001.02 1.000 ha | 1102.00000 1102.00| 1102.00000 1102.00| 1200.00000 1200.00
SEEDING, TYPE B | | |
0002 L006.50 0.300 ha | 525.00000 157.50| 525.00000 157.50| 600.00000 180.00
TEMPORARY SEEDING | | |
0003 L020.00 401.000 m2 | 2.00000 802.00| 2.00000 802.00| 2.20000 882.20
EROSION CONTROL | | |
0004 L022.11 177.000 m | 8.00000 1416.00| 8.00000 1416.00| 8.50000 1504.50
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L022.75 115.000 m | 20.00000 2300.00| 20.00000 2300.00| 21.00000 2415.00
TEMPORARY SILT CHECK | | |
0006 L032.75 5.000 Mg | 85.00000 425.00| 85.00000 425.00| 90.00000 450.00
MULCH | | |
0007 P406.96 25.500 m | 520.00000 13260.00| 890.00000 22695.00| 900.00000 22950.00
2400 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0008 0030.10 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 10000.00000 10000.00
MOBILIZATION | | |
0009 1009.00 LUMP| 1200.00000 1200.00| 1000.00000 1000.00| 3000.00000 3000.00
GENERAL CLEARING AND GRUBBING | | |
0010 1010.01 2135.000 m3 | 4.50000 9607.50| 5.15000 10995.25| 4.60000 9821.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0011 1011.00 120.000 kL | 2.00000 240.00| 2.65000 318.00| 4.00000 480.00
WATER | | |
0012 1012.00 7.000 EACH| 75.00000 525.00| 60.00000 420.00| 90.00000 630.00
RIGHT-OF-WAY MARKERS | | |
0013 1030.00 3187.000 m3 | 8.75000 27886.25| 5.95000 18962.65| 7.00000 22309.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0014 1101.00 233.000 m2 | 5.00000 1165.00| 5.60000 1304.80| 10.00000 2330.00
REMOVE PAVEMENT | | |
0015 7017.00 106.700 m | 5.00000 533.50| 7.00000 746.90| 7.00000 746.90
REMOVE GUARDRAIL | | |
0016 9009.75 2060.000 m2 | 20.00000 41200.00| 20.00000 41200.00| 26.00000 53560.00
TEMPORARY SURFACING | | |
SECTION TOTALS | $ 107,819.75| $ 108,845.10| $ 132,458.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0017 P300.42 24.100 m | 150.00000 3615.00| 152.95000 3686.10| 160.00000 3856.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0880
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 P402.24 20.700 m | 85.00000 1759.50| 70.15000 1452.11| 90.00000 1863.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0019 P402.36 23.600 m | 120.00000 2832.00| 109.25000 2578.30| 120.00000 2832.00
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0020 0030.40 LUMP| 1000.00000 1000.00| 575.00000 575.00| 2000.00000 2000.00
MOBILIZATION | | |
0021 1043.50 216.000 m2 | 3.00000 648.00| 2.30000 496.80| 2.00000 432.00
RIPRAP FILTER FABRIC | | |
0022 4050.01 139.000 m3 | 7.00000 973.00| 14.95000 2078.05| 8.00000 1112.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0023 4100.06 1.800 m3 | 900.00000 1620.00| 1495.00000 2691.00| 1000.00000 1800.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0024 4150.00 101.000 kg | 3.00000 303.00| 2.59000 261.59| 2.00000 202.00
REINFORCING STEEL FOR HEADWALL | | |
0025 6105.02 111.000 Mg | 26.00000 2886.00| 34.50000 3829.50| 32.00000 3552.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 15,636.50| $ 17,648.45| $ 17,649.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 35+46.00
1-24.00 m SPAN PRESTRESSED IT-700 GIRDER BRIDGE
| | |
0026 0030.30 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 30000.00000 30000.00
MOBILIZATION | | |
0027 1010.01 800.000 m3 | 6.50000 5200.00| 6.60000 5280.00| 6.00000 4800.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0028 1043.50 560.000 m2 | 4.00000 2240.00| 3.00000 1680.00| 2.00000 1120.00
RIPRAP FILTER FABRIC | | |
0029 3050.15 124.700 m3 | 240.00000 29928.00| 248.00000 30925.60| 230.00000 28681.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0030 3051.10 7995.000 kg | 1.33000 10633.35| 1.32000 10553.40| 1.10000 8794.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0031 6000.10 14.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 6000.00000 6000.00
ABUTMENT NO.1 EXCAVATION | | |
0032 6000.11 14.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 6000.00000 6000.00
ABUTMENT NO.2 EXCAVATION | | |
0033 6010.22 44.400 m3 | 450.00000 19980.00| 588.00000 26107.20| 440.00000 19536.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0880
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6010.26 63.800 m3 | 400.00000 25520.00| 588.00000 37514.40| 380.00000 24244.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0035 6011.11 64.700 LS | 78000.00000 78000.00| 84000.00000 84000.00| 75000.00000 75000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 35+46.00 | | |
0036 6040.00 1.000 EACH| 15000.00000 15000.00| 10000.00000 10000.00| 30000.00000 30000.00
REMOVE STRUCTURE AT STA. 35+44.80 | | |
0037 6080.00 2085.000 kg | 5.00000 10425.00| 6.70000 13969.50| 5.00000 10425.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0038 6104.00 28.000 Mg | 15.00000 420.00| 55.00000 1540.00| 20.00000 560.00
BROKEN CONCRETE RIPRAP | | |
0039 6105.02 498.000 Mg | 26.00000 12948.00| 35.00000 17430.00| 34.00000 16932.00
ROCK RIPRAP, TYPE B | | |
0040 6131.50 10950.000 kg | 1.35000 14782.50| 1.32000 14454.00| 1.40000 15330.00
EPOXY COATED REINFORCING STEEL | | |
0041 6210.14 553.800 m | 70.00000 38766.00| 85.00000 47073.00| 65.00000 35997.00
HP 310 mm X 79 kg STEEL PILING | | |
0042 6310.00 356.200 m2 | 115.90000 41283.58| 140.00000 49868.00| 130.00000 46306.00
STEEL SHEET PILING | | |
0043 8091.00 230.000 m3 | 35.00000 8050.00| 33.00000 7590.00| 25.00000 5750.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 348,176.43| $ 392,985.10| $ 365,475.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0044 0030.70 LUMP| 400.00000 400.00| 125.58000 125.58| 130.00000 130.00
MOBILIZATION | | |
0045 7011.20 22.860 m | 48.00000 1097.28| 47.00000 1074.42| 48.00000 1097.28
W-BEAM GUARDRAIL | | |
0046 7020.00 4.000 EACH| 1300.00000 5200.00| 1150.00000 4600.00| 1200.00000 4800.00
BRIDGE APPROACH SECTIONS | | |
0047 7024.27 4.000 EACH| 1700.00000 6800.00| 1550.00000 6200.00| 1600.00000 6400.00
GUARDRAIL END TREATMENT, TYPE II | | |
0048 9188.50 330.000 m2 | 30.00000 9900.00| 25.00000 8250.00| 30.00000 9900.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 23,397.28| $ 20,250.00| $ 22,327.28
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0049 0001.10 860.000 BDAY| 2.60000 2236.00| 0.80000 688.00| 1.00000 860.00
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0880
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0001.30 236.000 LDAY| 2.00000 472.00| 1.00000 236.00| 1.10000 259.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0051 0001.90 3024.000 EACH| 0.25000 756.00| 0.70000 2116.80| 0.80000 2419.20
SIGN DAY | | |
0052 0002.38 1400.000 m | 1.00000 1400.00| 1.16000 1624.00| 1.20000 1680.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0053 0010.04 1.000 EACH| 4000.00000 4000.00| 1500.00000 1500.00| 3000.00000 3000.00
FIELD OFFICE | | |
0054 0030.10 LUMP| 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00
MOBILIZATION | | |
0055 9110.01 5.000 HOUR| 100.00000 500.00| 65.00000 325.00| 60.00000 300.00
RENTAL OF LOADER, FULLY OPERATED | | |
0056 9110.03 5.000 HOUR| 150.00000 750.00| 65.00000 325.00| 40.00000 200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0057 9110.07 5.000 HOUR| 55.00000 275.00| 50.00000 250.00| 50.00000 250.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 11,389.00| $ 7,864.80| $ 9,968.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 506,418.96| $ 547,593.45| $ 547,879.18
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(4) 2017 |(5) 0137 |(6) 0774
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|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 L001.02 1.000 ha | 2780.00000 2780.00| 1365.00000 1365.00| 1102.00000 1102.00
SEEDING, TYPE B | | |
0002 L006.50 0.300 ha | 2200.00000 660.00| 665.00000 199.50| 525.00000 157.50
TEMPORARY SEEDING | | |
0003 L020.00 401.000 m2 | 3.29000 1319.29| 1.66000 665.66| 2.00000 802.00
EROSION CONTROL | | |
0004 L022.11 177.000 m | 14.20000 2513.40| 9.85000 1743.45| 8.00000 1416.00
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L022.75 115.000 m | 10.00000 1150.00| 20.00000 2300.00| 20.00000 2300.00
TEMPORARY SILT CHECK | | |
0006 L032.75 5.000 Mg | 125.00000 625.00| 90.00000 450.00| 85.00000 425.00
MULCH | | |
0007 P406.96 25.500 m | 544.00000 13872.00| 750.00000 19125.00| 700.00000 17850.00
2400 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0008 0030.10 LUMP| 1200.00000 1200.00| 9300.00000 9300.00| 15000.00000 15000.00
MOBILIZATION | | |
0009 1009.00 LUMP| 1800.00000 1800.00| 1200.00000 1200.00| 2000.00000 2000.00
GENERAL CLEARING AND GRUBBING | | |
0010 1010.01 2135.000 m3 | 8.00000 17080.00| 4.50000 9607.50| 3.95000 8433.25
EXCAVATION (ESTABLISHED QUANTITY) | | |
0011 1011.00 120.000 kL | 6.00000 720.00| 2.00000 240.00| 5.00000 600.00
WATER | | |
0012 1012.00 7.000 EACH| 34.00000 238.00| 75.00000 525.00| 100.00000 700.00
RIGHT-OF-WAY MARKERS | | |
0013 1030.00 3187.000 m3 | 9.00000 28683.00| 4.00000 12748.00| 6.95000 22149.65
EARTHWORK MEASURED IN EMBANKMENT | | |
0014 1101.00 233.000 m2 | 8.00000 1864.00| 4.50000 1048.50| 7.00000 1631.00
REMOVE PAVEMENT | | |
0015 7017.00 106.700 m | 6.00000 640.20| 7.87000 839.73| 6.00000 640.20
REMOVE GUARDRAIL | | |
0016 9009.75 2060.000 m2 | 18.00000 37080.00| 26.28000 54136.80| 29.00000 59740.00
TEMPORARY SURFACING | | |
SECTION TOTALS | $ 112,224.89| $ 115,494.14| $ 134,946.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0017 P300.42 24.100 m | 156.00000 3759.60| 150.00000 3615.00| 102.44000 2468.80
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(4) 2017 |(5) 0137 |(6) 0774
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 P402.24 20.700 m | 70.00000 1449.00| 83.00000 1718.10| 44.74000 926.12
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0019 P402.36 23.600 m | 124.00000 2926.40| 116.00000 2737.60| 72.72000 1716.19
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0020 0030.40 LUMP| 500.00000 500.00| 1600.00000 1600.00| 10000.00000 10000.00
MOBILIZATION | | |
0021 1043.50 216.000 m2 | 4.00000 864.00| 2.50000 540.00| 2.40000 518.40
RIPRAP FILTER FABRIC | | |
0022 4050.01 139.000 m3 | 16.00000 2224.00| 7.00000 973.00| 4.00000 556.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0023 4100.06 1.800 m3 | 1200.00000 2160.00| 850.00000 1530.00| 803.00000 1445.40
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0024 4150.00 101.000 kg | 5.00000 505.00| 2.00000 202.00| 2.64000 266.64
REINFORCING STEEL FOR HEADWALL | | |
0025 6105.02 111.000 Mg | 29.00000 3219.00| 27.50000 3052.50| 25.00000 2775.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 17,607.00| $ 15,968.20| $ 20,672.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 35+46.00
1-24.00 m SPAN PRESTRESSED IT-700 GIRDER BRIDGE
| | |
0026 0030.30 LUMP| 12500.00000 12500.00| 22500.00000 22500.00| 35000.00000 35000.00
MOBILIZATION | | |
0027 1010.01 800.000 m3 | 8.00000 6400.00| 4.50000 3600.00| 5.00000 4000.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0028 1043.50 560.000 m2 | 2.90000 1624.00| 1.50000 840.00| 2.70000 1512.00
RIPRAP FILTER FABRIC | | |
0029 3050.15 124.700 m3 | 220.00000 27434.00| 327.00000 40776.90| 238.73000 29769.63
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0030 3051.10 7995.000 kg | 1.50000 11992.50| 2.85000 22785.75| 1.53000 12232.35
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0031 6000.10 14.000 LS | 3800.00000 3800.00| 3500.00000 3500.00| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0032 6000.11 14.000 LS | 3800.00000 3800.00| 3500.00000 3500.00| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0033 6010.22 44.400 m3 | 480.00000 21312.00| 835.00000 37074.00| 589.50000 26173.80
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(4) 2017 |(5) 0137 |(6) 0774
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6010.26 63.800 m3 | 360.00000 22968.00| 1050.00000 66990.00| 524.00000 33431.20
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0035 6011.11 64.700 LS | 102000.00000 102000.00| 72500.00000 72500.00| 70000.00000 70000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 35+46.00 | | |
0036 6040.00 1.000 EACH| 20000.00000 20000.00| 4500.00000 4500.00| 22000.00000 22000.00
REMOVE STRUCTURE AT STA. 35+44.80 | | |
0037 6080.00 2085.000 kg | 6.00000 12510.00| 3.50000 7297.50| 4.00000 8340.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0038 6104.00 28.000 Mg | 21.00000 588.00| 45.00000 1260.00| 10.00000 280.00
BROKEN CONCRETE RIPRAP | | |
0039 6105.02 498.000 Mg | 28.00000 13944.00| 27.00000 13446.00| 25.00000 12450.00
ROCK RIPRAP, TYPE B | | |
0040 6131.50 10950.000 kg | 1.90000 20805.00| 0.80000 8760.00| 1.21000 13249.50
EPOXY COATED REINFORCING STEEL | | |
0041 6210.14 553.800 m | 84.00000 46519.20| 60.00000 33228.00| 59.04000 32696.35
HP 310 mm X 79 kg STEEL PILING | | |
0042 6310.00 356.200 m2 | 148.00000 52717.60| 95.00000 33839.00| 107.60000 38327.12
STEEL SHEET PILING | | |
0043 8091.00 230.000 m3 | 20.00000 4600.00| 25.00000 5750.00| 30.00000 6900.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 385,514.30| $ 382,147.15| $ 366,361.95
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0044 0030.70 LUMP| 0.00000 0.00| 1400.00000 1400.00| 125.58000 125.58
MOBILIZATION | | |
0045 7011.20 22.860 m | 47.00000 1074.42| 58.91000 1346.68| 47.00000 1074.42
W-BEAM GUARDRAIL | | |
0046 7020.00 4.000 EACH| 1150.00000 4600.00| 1171.00000 4684.00| 1150.00000 4600.00
BRIDGE APPROACH SECTIONS | | |
0047 7024.27 4.000 EACH| 1550.00000 6200.00| 1770.50000 7082.00| 1550.00000 6200.00
GUARDRAIL END TREATMENT, TYPE II | | |
0048 9188.50 330.000 m2 | 36.00000 11880.00| 40.00000 13200.00| 30.00000 9900.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 23,754.42| $ 27,712.68| $ 21,900.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0049 0001.10 860.000 BDAY| 2.48000 2132.80| 2.63000 2261.80| 2.48000 2132.80
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1204X COUNTIES : OTOE
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-S66C(103)
====================================================================================================================================
|(4) 2017 |(5) 0137 |(6) 0774
|BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0001.30 236.000 LDAY| 1.86000 438.96| 2.36000 556.96| 1.86000 438.96
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0051 0001.90 3024.000 EACH| 0.19000 574.56| 1.00000 3024.00| 0.19000 574.56
SIGN DAY | | |
0052 0002.38 1400.000 m | 0.96000 1344.00| 1.25000 1750.00| 0.96000 1344.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0053 0010.04 1.000 EACH| 3200.00000 3200.00| 2500.00000 2500.00| 1500.00000 1500.00
FIELD OFFICE | | |
0054 0030.10 LUMP| 800.00000 800.00| 600.00000 600.00| 10000.00000 10000.00
MOBILIZATION | | |
0055 9110.01 5.000 HOUR| 50.00000 250.00| 80.00000 400.00| 85.00000 425.00
RENTAL OF LOADER, FULLY OPERATED | | |
0056 9110.03 5.000 HOUR| 48.00000 240.00| 55.00000 275.00| 50.00000 250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0057 9110.07 5.000 HOUR| 40.00000 200.00| 45.00000 225.00| 50.00000 250.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 9,180.32| $ 11,592.76| $ 16,915.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 548,280.93| $ 552,914.93| $ 560,796.42
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