|
Contract Letting August 16, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
CONTRACT DESCRIPTION :
ON N-10 SOUTH OF FRANKLIN.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 3,774,917.37 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 4,023,456.78 106.5839%
3 0805 A. M. COHRON & SON, INC. $ 4,028,579.11 106.7196%
4 2207 UNITED CONTRACTORS, INC. $ 4,115,955.13 109.0343%
5 0137 JUDDS BROS. CONSTRUCTION CO. $ 4,117,926.69 109.0865%
6 1661 U.S. ASPHALT CO. $ 4,123,695.13 109.2393%
7 2017 BRB CONTRACTORS, INC. $ 4,209,559.44 111.5139%
8 2860 COMMERCIAL CONSTRUCTION, INC. $ 4,761,403.80 126.1326%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
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 72.200 ACRE| 45.00000 3249.00| 45.00000 3249.00| 40.00000 2888.00
COVER CROP SEEDING | | |
0002 L020.01 20725.000 SY | 3.50000 72537.50| 5.25000 108806.25| 4.10000 84972.50
EROSION CONTROL, TYPE A | | |
0003 L020.03 4745.000 SY | 2.10000 9964.50| 2.00000 9490.00| 1.65000 7829.25
EROSION CONTROL, TYPE C | | |
0004 L020.08 7481.000 SY | 3.50000 26183.50| 5.35000 40023.35| 4.14000 30971.34
EROSION CONTROL, TYPE AA | | |
0005 L020.09 1095.000 SY | 10.50000 11497.50| 10.00000 10950.00| 11.00000 12045.00
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 520.000 SY | 1.50000 780.00| 1.45000 754.00| 1.25000 650.00
EROSION CONTROL, TYPE HV | | |
0007 L021.01 649.000 BALE| 18.00000 11682.00| 22.00000 14278.00| 18.00000 11682.00
EROSION CHECKS, TYPE A | | |
0008 L021.03 266.000 BALE| 18.00000 4788.00| 20.00000 5320.00| 13.50000 3591.00
EROSION CHECKS, TYPE C | | |
0009 L021.06 42.000 BALE| 18.00000 756.00| 19.00000 798.00| 12.00000 504.00
EROSION CHECKS, TYPE HV | | |
0010 L021.11 569.000 BALE| 18.00000 10242.00| 26.00000 14794.00| 18.00000 10242.00
EROSION CHECKS, TYPE ST-A | | |
0011 L021.13 210.000 BALE| 18.00000 3780.00| 26.00000 5460.00| 19.00000 3990.00
EROSION CHECKS, TYPE ST-AA | | |
0012 L021.14 119.000 BALE| 18.00000 2142.00| 24.00000 2856.00| 14.50000 1725.50
EROSION CHECKS, TYPE ST-C | | |
0013 L021.21 533.000 BALE| 18.00000 9594.00| 22.00000 11726.00| 19.00000 10127.00
EROSION CHECKS, TYPE AA | | |
0014 L021.22 90.000 BALE| 18.00000 1620.00| 30.00000 2700.00| 42.00000 3780.00
EROSION CHECKS, TYPE AAA | | |
0015 L022.11 8495.000 LF | 2.10000 17839.50| 2.50000 21237.50| 2.50000 21237.50
FABRIC SILT FENCE-LOW POROSITY | | |
0016 L022.75 8064.000 LF | 7.00000 56448.00| 7.00000 56448.00| 5.00000 40320.00
TEMPORARY SILT CHECK | | |
0017 0030.10 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 22000.00000 22000.00
MOBILIZATION | | |
0018 1009.00 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 45000.00000 45000.00
GENERAL CLEARING AND GRUBBING | | |
0019 1010.00 489862.000 CY | 0.89000 435977.18| 0.89000 435977.18| 0.89000 435977.18
EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1010.01 27620.000 CY | 1.45000 40049.00| 1.45000 40049.00| 1.45000 40049.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0021 1010.10 54237.000 CY | 2.00000 108474.00| 2.00000 108474.00| 2.00000 108474.00
EXCAVATION, BORROW | | |
0022 1011.00 4520.000 MGAL| 7.50000 33900.00| 7.50000 33900.00| 7.50000 33900.00
WATER | | |
0023 1012.00 99.000 EACH| 40.00000 3960.00| 40.00000 3960.00| 40.00000 3960.00
RIGHT-OF-WAY MARKERS | | |
0024 1041.00 10067.200 SY | 0.35000 3523.52| 0.35000 3523.52| 0.35000 3523.52
SALVAGING AND PLACING TOPSOIL | | |
0025 1102.00 5591.000 SY | 0.50000 2795.50| 0.50000 2795.50| 0.50000 2795.50
REMOVE ASPHALT SURFACE | | |
0026 1701.24 296.000 LF | 11.50000 3404.00| 11.50000 3404.00| 11.50000 3404.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0027 1701.36 84.000 LF | 20.00000 1680.00| 20.00000 1680.00| 20.00000 1680.00
36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0028 4040.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00
REMOVE HEADWALLS FROM CULVERTS | | |
0029 7017.00 4594.000 LF | 0.50000 2297.00| 0.50000 2297.00| 0.50000 2297.00
REMOVE GUARDRAIL | | |
0030 9110.09 20.000 HOUR| 50.00000 1000.00| 50.00000 1000.00| 50.00000 1000.00
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 917,263.70| $ 998,050.30| $ 950,715.29
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0031 P255.24 295.000 LF | 24.00000 7080.00| 24.00000 7080.00| 30.00000 8850.00
24" CULVERT PIPE, TYPE 4 OR 5 | | |
0032 P255.48 257.000 LF | 64.00000 16448.00| 64.00000 16448.00| 90.00000 23130.00
48" CULVERT PIPE, TYPE 4 OR 5 | | |
0033 P300.24 10.000 LF | 25.00000 250.00| 25.00000 250.00| 22.50000 225.00
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0034 P314.36 256.000 LF | 43.00000 11008.00| 43.00000 11008.00| 53.00000 13568.00
36" CULVERT PIPE, TYPE 4,5 OR 6 | | |
0035 P402.24 717.000 LF | 17.00000 12189.00| 17.00000 12189.00| 22.50000 16132.50
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0036 0030.40 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 8000.00000 8000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 1043.50 62.000 SY | 3.00000 186.00| 3.00000 186.00| 2.00000 124.00
RIPRAP FILTER FABRIC | | |
0038 1117.00 3.000 EACH| 350.00000 1050.00| 350.00000 1050.00| 500.00000 1500.00
REMOVE MANHOLE | | |
0039 4040.00 18.000 EACH| 83.00000 1494.00| 83.00000 1494.00| 50.00000 900.00
REMOVE HEADWALLS FROM CULVERTS | | |
0040 4044.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
423+66.2 | | |
0041 4050.01 1977.000 CY | 11.00000 21747.00| 11.00000 21747.00| 12.00000 23724.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0042 4051.01 247.000 CY | 15.00000 3705.00| 15.00000 3705.00| 12.00000 2964.00
EXCAVATION FOR BOX CULVERTS | | |
0043 4100.06 5.300 CY | 500.00000 2650.00| 500.00000 2650.00| 500.00000 2650.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0044 4101.06 259.000 CY | 269.00000 69671.00| 269.00000 69671.00| 270.00000 69930.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0045 4120.06 4.620 CY | 374.00000 1727.88| 374.00000 1727.88| 500.00000 2310.00
CLASS 47B-3000 OR AX-3000 FOR CONCRETE | | |
BOX CULVERT PLUG | | |
0046 4150.00 472.000 LB | 1.00000 472.00| 1.00000 472.00| 1.00000 472.00
REINFORCING STEEL FOR HEADWALL | | |
0047 4151.00 30667.000 LB | 0.55000 16866.85| 0.55000 16866.85| 0.46000 14106.82
REINFORCING STEEL FOR BOX CULVERT | | |
0048 4310.24 9.000 EACH| 175.00000 1575.00| 175.00000 1575.00| 202.00000 1818.00
24" FLARED-END SECTION | | |
0049 4310.36 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 460.00000 1840.00
36" FLARED-END SECTION | | |
0050 4310.48 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 1134.00000 1134.00
48" FLARED-END SECTION | | |
0051 6105.01 20.000 TON | 50.00000 1000.00| 50.00000 1000.00| 40.00000 800.00
ROCK RIPRAP, TYPE A | | |
SECTION TOTALS | $ 178,469.73| $ 178,469.73| $ 195,678.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 298+15
QUADRUPLE 10' X 10' REINFORCED CONCRETE BOX CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 0030.40 LUMP| 18000.00000 18000.00| 15000.00000 15000.00| 6000.00000 6000.00
MOBILIZATION | | |
0053 4051.01 355.000 CY | 22.35000 7934.25| 25.00000 8875.00| 12.00000 4260.00
EXCAVATION FOR BOX CULVERTS | | |
0054 4101.06 545.380 CY | 250.00000 136345.00| 249.00000 135799.62| 270.00000 147252.60
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0055 4151.00 53311.000 LB | 0.47000 25056.17| 0.55000 29321.05| 0.46000 24523.06
REINFORCING STEEL FOR BOX CULVERT | | |
0056 6040.00 1.000 EACH| 10000.00000 10000.00| 15000.00000 15000.00| 27000.00000 27000.00
REMOVE STRUCTURE AT STA. 298+24 | | |
SECTION TOTALS | $ 197,335.42| $ 203,995.67| $ 209,035.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0057 L001.01 62.600 ACRE| 519.00000 32489.40| 550.00000 34430.00| 519.00000 32489.40
SEEDING, TYPE A | | |
0058 L001.02 9.600 ACRE| 389.00000 3734.40| 425.00000 4080.00| 389.00000 3734.40
SEEDING, TYPE B | | |
0059 L001.19 2.080 ACRE| 1200.00000 2496.00| 1500.00000 3120.00| 1200.00000 2496.00
SEEDING, TYPE WETLAND-LOW | | |
0060 L032.75 162.500 TON | 70.00000 11375.00| 100.00000 16250.00| 70.00000 11375.00
MULCH | | |
0061 0030.50 LUMP| 200.00000 200.00| 4000.00000 4000.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 50,294.80| $ 61,880.00| $ 51,094.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 387+17 ALT AA1
5-SPANS NU 1100 GIRDER BRIDGE
| | |
0062 0020.00 1000.000 HOUR| | |
TRAINING | | |
0063 0030.60 LUMP| | |
MOBILIZATION | | |
0064 1010.01 910.000 CY | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0065 1043.50 1200.000 SY | | |
RIPRAP FILTER FABRIC | | |
0066 3050.15 172.000 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 3051.10 20675.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0068 6000.10 65.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0069 6000.11 65.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0070 6000.22 150.000 LS | | |
PIER NO.3 EXCAVATION | | |
0071 6000.23 110.000 LS | | |
PIER NO.4 EXCAVATION | | |
0072 6000.60 85.000 LS | | |
PIER NO.1 EXCAVATION | | |
0073 6000.61 100.000 LS | | |
PIER NO.2 EXCAVATION | | |
0074 6005.35 83.290 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0075 6005.78 24.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0076 6005.83 8.000 EACH| | |
FIXED BEARING | | |
0077 6010.22 631.900 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0078 6010.26 627.500 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0079 6011.11 325.800 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 387+17 | | |
0080 6030.05 1.000 EACH| | |
PREPARATION OF BRIDGE AT STA. | | |
385+81-50' LT. | | |
0081 6080.00 7890.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0082 6081.00 12635.000 LB | | |
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0083 6105.02 280.000 TON | | |
ROCK RIPRAP, TYPE B | | |
0084 6131.50 231180.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0085 6210.12 2160.000 LF | | |
HP 10"X42# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 6210.14 2880.000 LF | | |
HP 12"X53# STEEL PILING | | |
0087 6310.00 4495.200 SF | | |
STEEL SHEET PILING | | |
0088 6430.20 7500.000 SF | | |
PAINTING STRUCTURE (OVER COAT) AT STA. | | |
387+17 | | |
0089 8091.00 172.000 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 387+17 ALT AA2
5-SPANS ROLLED BEAM GIRDER BRIDGE
| | |
0090 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0091 0030.60 LUMP| 105000.00000 105000.00| 100000.00000 100000.00| 105000.00000 105000.00
MOBILIZATION | | |
0092 1010.01 910.000 CY | 2.60000 2366.00| 7.50000 6825.00| 2.60000 2366.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0093 1043.50 1200.000 SY | 2.50000 3000.00| 2.50000 3000.00| 2.50000 3000.00
RIPRAP FILTER FABRIC | | |
0094 3050.15 172.000 CY | 145.00000 24940.00| 225.00000 38700.00| 145.00000 24940.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0095 3051.10 20675.000 LB | 0.55000 11371.25| 0.50000 10337.50| 0.55000 11371.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0096 6000.10 65.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0097 6000.11 65.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0098 6000.22 150.000 LS | 16000.00000 16000.00| 35000.00000 35000.00| 16000.00000 16000.00
PIER NO.3 EXCAVATION | | |
0099 6000.23 110.000 LS | 16000.00000 16000.00| 35000.00000 35000.00| 16000.00000 16000.00
PIER NO.4 EXCAVATION | | |
0100 6000.60 85.000 LS | 16000.00000 16000.00| 35000.00000 35000.00| 16000.00000 16000.00
PIER NO.1 EXCAVATION | | |
0101 6000.61 100.000 LS | 16000.00000 16000.00| 35000.00000 35000.00| 16000.00000 16000.00
PIER NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 6005.35 83.290 LF | 45.00000 3748.05| 55.00000 4580.95| 45.00000 3748.05
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0103 6005.78 12.000 EACH| 1050.00000 12600.00| 1200.00000 14400.00| 1050.00000 12600.00
EXPANSION BEARING, TFE TYPE | | |
0104 6005.83 4.000 EACH| 740.00000 2960.00| 1000.00000 4000.00| 740.00000 2960.00
FIXED BEARING | | |
0105 6010.22 609.600 CY | 385.00000 234696.00| 385.00000 234696.00| 385.00000 234696.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0106 6010.26 510.000 CY | 390.00000 198900.00| 395.00000 201450.00| 390.00000 198900.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0107 6030.05 1.000 EACH| 54000.00000 54000.00| 60000.00000 60000.00| 54000.00000 54000.00
PREPARATION OF BRIDGE AT STA. | | |
385+81-50' LT. | | |
0108 6071.12 406305.000 LS | 272000.00000 272000.00| 260050.00000 260050.00| 272000.00000 272000.00
STEEL SUPERSTRUCTURE AT STA. 387+17 | | |
0109 6080.00 7145.000 LB | 1.80000 12861.00| 2.50000 17862.50| 1.80000 12861.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0110 6081.00 5615.000 LB | 1.80000 10107.00| 2.50000 14037.50| 1.80000 10107.00
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0111 6105.02 280.000 TON | 40.00000 11200.00| 40.00000 11200.00| 40.00000 11200.00
ROCK RIPRAP, TYPE B | | |
0112 6131.50 203110.000 LB | 0.55000 111710.50| 0.60000 121866.00| 0.55000 111710.50
EPOXY COATED REINFORCING STEEL | | |
0113 6210.12 1920.000 LF | 16.00000 30720.00| 20.00000 38400.00| 16.00000 30720.00
HP 10"X42# STEEL PILING | | |
0114 6210.14 2880.000 LF | 18.00000 51840.00| 25.00000 72000.00| 18.00000 51840.00
HP 12"X53# STEEL PILING | | |
0115 6310.00 4495.200 SF | 11.00000 49447.20| 12.00000 53942.40| 11.00000 49447.20
STEEL SHEET PILING | | |
0116 6430.20 7500.000 SF | 13.30000 99750.00| 13.25000 99375.00| 13.30000 99750.00
PAINTING STRUCTURE (OVER COAT) AT STA. | | |
387+17 | | |
0117 6951.12 3888.000 EACH| 3.25000 12636.00| 1.50000 5832.00| 3.25000 12636.00
SHEAR CONNECTORS | | |
0118 8091.00 155.000 CY | 22.00000 3410.00| 50.00000 7750.00| 22.00000 3410.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,392,063.00| $ 1,531,104.85| $ 1,392,063.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 0030.70 LUMP| 750.00000 750.00| 525.00000 525.00| 800.00000 800.00
MOBILIZATION | | |
0120 7011.20 125.000 LF | 15.00000 1875.00| 15.00000 1875.00| 15.00000 1875.00
W-BEAM GUARDRAIL | | |
0121 7020.00 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1250.00000 5000.00
BRIDGE APPROACH SECTIONS | | |
0122 7021.70 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| 1650.00000 6600.00
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 14,225.00| $ 14,000.00| $ 14,275.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0123 P402.15 804.000 LF | 35.00000 28140.00| 35.00000 28140.00| 55.80000 44863.20
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0124 P402.24 264.000 LF | 45.00000 11880.00| 45.00000 11880.00| 60.00000 15840.00
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0125 0002.76 45000.000 LF | 0.07000 3150.00| 0.10000 4500.00| 0.10000 4500.00
PERMANENT PAVEMENT MARKING PAINT | | |
0126 0030.90 LUMP| 52000.00000 52000.00| 52000.00000 52000.00| 100000.00000 100000.00
MOBILIZATION | | |
0127 1020.03 56.000 EACH| 15.00000 840.00| 12.00000 672.00| 12.00000 672.00
DELINEATOR, TYPE III | | |
0128 2001.00 2789.000 CY | 6.75000 18825.75| 7.00000 19523.00| 7.00000 19523.00
GRAVEL SURFACE COURSE | | |
0129 2009.10 33.603 STA | 70.00000 2352.21| 70.00000 2352.21| 70.00000 2352.21
GRAVEL EMBEDMENT | | |
0130 4015.00 5.000 EACH| 375.00000 1875.00| 1000.00000 5000.00| 300.00000 1500.00
ADJUST MANHOLE TO GRADE | | |
0131 4024.55 144.000 LF | 45.00000 6480.00| 45.00000 6480.00| 840.00000 120960.00
FLUME SPILLWAY | | |
0132 4024.70 16.000 EACH| 1600.00000 25600.00| 1600.00000 25600.00| 840.00000 13440.00
CONCRETE FLUME, TYPE I | | |
0133 4024.73 14.000 EACH| 1500.00000 21000.00| 1500.00000 21000.00| 2782.00000 38948.00
CONCRETE FLUME, TYPE IV | | |
0134 4024.75 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 845.00000 3380.00
CONCRETE FLUME, TYPE VI | | |
0135 8029.84 50514.000 SY | 1.65000 83348.10| 1.65000 83348.10| 1.65000 83348.10
BITUMINOUS FOUNDATION COURSE 4" | | |
0136 9000.75 500.000 TON | 17.89000 8945.00| 18.89000 9445.00| 18.89000 9445.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 9005.00 50.000 TON | 32.89000 1644.50| 32.89000 1644.50| 32.89000 1644.50
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0138 9005.30 19790.000 TON | 17.89000 354043.10| 17.89000 354043.10| 17.89000 354043.10
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0139 9009.00 2470.000 SY | 2.50000 6175.00| 2.50000 6175.00| 2.50000 6175.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0140 9020.91 27.000 TON | 161.00000 4347.00| 161.00000 4347.00| 161.00000 4347.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0141 9021.01 1071.360 TON | 161.00000 172488.96| 161.00000 172488.96| 161.00000 172488.96
PERFORMANCE GRADED BINDER (64-22) | | |
0142 9030.00 11918.000 LF | 1.50000 17877.00| 1.50000 17877.00| 1.50000 17877.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0143 9034.00 1964.000 SY | 2.50000 4910.00| 2.50000 4910.00| 2.50000 4910.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0144 9053.00 7490.000 GAL | 1.00000 7490.00| 1.00000 7490.00| 1.00000 7490.00
TACK COAT | | |
0145 9111.00 239.000 MGAL| 7.50000 1792.50| 7.50000 1792.50| 7.50000 1792.50
WATER | | |
0146 9170.00 346.897 STA | 40.00000 13875.88| 70.00000 24282.79| 70.00000 24282.79
EARTH SHOULDER CONSTRUCTION | | |
0147 9173.15 45.600 STA | 75.00000 3420.00| 75.00000 3420.00| 75.00000 3420.00
TRENCHED WIDENING | | |
0148 9173.20 50514.000 SY | 0.98000 49503.72| 0.98000 49503.72| 0.98000 49503.72
SUBGRADE PREPARATION | | |
0149 9179.23 27.800 STA | 165.00000 4587.00| 159.34000 4429.65| 149.34000 4151.65
COLD MILLING, CLASS 3 | | |
0150 9179.24 123.120 STA | 425.00000 52326.00| 399.33000 49165.51| 389.33000 47934.31
COLD MILLING, CLASS 4 | | |
0151 9188.50 243.000 SY | 20.00000 4860.00| 20.00000 4860.00| 20.00000 4860.00
SURFACING UNDER GUARDRAIL | | |
0152 9300.50 3.285 LS | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 971,776.72| $ 984,370.04| $ 1,165,692.04
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(1) 0083 |(2) 1809 |(3) 0805
|WERNER CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0153 0001.08 1680.000 BDAY| 0.50000 840.00| 0.50000 840.00| 0.50000 840.00
BARRICADE, TYPE II | | |
0154 0001.10 962.000 BDAY| 3.00000 2886.00| 2.00000 1924.00| 2.00000 1924.00
BARRICADE, TYPE III | | |
0155 0001.30 782.000 LDAY| 3.00000 2346.00| 2.00000 1564.00| 2.00000 1564.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0156 0001.75 240.000 EACH| 5.50000 1320.00| 5.00000 1200.00| 5.00000 1200.00
TEMPORARY SIGN DAY | | |
0157 0001.90 14300.000 EACH| 0.50000 7150.00| 0.50000 7150.00| 0.50000 7150.00
SIGN DAY | | |
0158 0002.30 400.000 LF | 0.75000 300.00| 2.00000 800.00| 2.00000 800.00
PAVEMENT MARKING REMOVAL | | |
0159 0002.31 1000.000 LF | 1.10000 1100.00| 2.00000 2000.00| 2.00000 2000.00
TEMPORARY PAVEMENT MARKING | | |
0160 0002.55 370.880 STA | 9.00000 3337.92| 9.00000 3337.92| 9.00000 3337.92
OVERLAY BROKEN LINES | | |
0161 0002.60 741.760 STA | 8.00000 5934.08| 8.00000 5934.08| 8.00000 5934.08
OVERLAY SOLID LINES | | |
0162 0003.10 20.000 DAY | 175.00000 3500.00| 175.00000 3500.00| 175.00000 3500.00
FLAGGING | | |
0163 0010.04 1.000 EACH| 1500.00000 1500.00| 5000.00000 5000.00| 1500.00000 1500.00
FIELD OFFICE | | |
0164 0030.00 LUMP| 5000.00000 5000.00| 61.19000 61.19| 2000.00000 2000.00
MOBILIZATION | | |
0165 9110.01 95.000 HOUR| 60.00000 5700.00| 60.00000 5700.00| 60.00000 5700.00
RENTAL OF LOADER, FULLY OPERATED | | |
0166 9110.02 60.000 HOUR| 75.00000 4500.00| 75.00000 4500.00| 75.00000 4500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0167 9110.03 95.000 HOUR| 45.00000 4275.00| 45.00000 4275.00| 45.00000 4275.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0168 9110.07 95.000 HOUR| 40.00000 3800.00| 40.00000 3800.00| 40.00000 3800.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 53,489.00| $ 51,586.19| $ 50,025.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,774,917.37| $ 4,023,456.78| $ 4,028,579.11
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT 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 72.200 ACRE| 40.00000 2888.00| 50.00000 3610.00| 51.52000 3719.74
COVER CROP SEEDING | | |
0002 L020.01 20725.000 SY | 4.10000 84972.50| 3.50000 72537.50| 3.61000 74817.25
EROSION CONTROL, TYPE A | | |
0003 L020.03 4745.000 SY | 1.65000 7829.25| 2.10000 9964.50| 2.16000 10249.20
EROSION CONTROL, TYPE C | | |
0004 L020.08 7481.000 SY | 4.14000 30971.34| 3.50000 26183.50| 3.61000 27006.41
EROSION CONTROL, TYPE AA | | |
0005 L020.09 1095.000 SY | 11.00000 12045.00| 10.50000 11497.50| 10.82000 11847.90
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 520.000 SY | 1.25000 650.00| 1.50000 780.00| 1.55000 806.00
EROSION CONTROL, TYPE HV | | |
0007 L021.01 649.000 BALE| 18.00000 11682.00| 18.00000 11682.00| 18.55000 12038.95
EROSION CHECKS, TYPE A | | |
0008 L021.03 266.000 BALE| 13.50000 3591.00| 18.00000 4788.00| 18.55000 4934.30
EROSION CHECKS, TYPE C | | |
0009 L021.06 42.000 BALE| 12.00000 504.00| 18.00000 756.00| 18.55000 779.10
EROSION CHECKS, TYPE HV | | |
0010 L021.11 569.000 BALE| 18.00000 10242.00| 18.00000 10242.00| 18.55000 10554.95
EROSION CHECKS, TYPE ST-A | | |
0011 L021.13 210.000 BALE| 19.00000 3990.00| 18.00000 3780.00| 18.55000 3895.50
EROSION CHECKS, TYPE ST-AA | | |
0012 L021.14 119.000 BALE| 14.50000 1725.50| 18.00000 2142.00| 18.55000 2207.45
EROSION CHECKS, TYPE ST-C | | |
0013 L021.21 533.000 BALE| 19.00000 10127.00| 18.00000 9594.00| 18.55000 9887.15
EROSION CHECKS, TYPE AA | | |
0014 L021.22 90.000 BALE| 42.00000 3780.00| 40.00000 3600.00| 18.55000 1669.50
EROSION CHECKS, TYPE AAA | | |
0015 L022.11 8495.000 LF | 2.50000 21237.50| 2.10000 17839.50| 2.16000 18349.20
FABRIC SILT FENCE-LOW POROSITY | | |
0016 L022.75 8064.000 LF | 5.00000 40320.00| 7.00000 56448.00| 7.21000 58141.44
TEMPORARY SILT CHECK | | |
0017 0030.10 LUMP| 35000.00000 35000.00| 27250.00000 27250.00| 7213.07000 7213.07
MOBILIZATION | | |
0018 1009.00 LUMP| 36630.00000 36630.00| 37000.00000 37000.00| 46369.72000 46369.72
GENERAL CLEARING AND GRUBBING | | |
0019 1010.00 489862.000 CY | 0.95000 465368.90| 1.00000 489862.00| 0.92000 450673.04
EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1010.01 27620.000 CY | 1.27000 35077.40| 1.30000 35906.00| 1.49000 41153.80
EXCAVATION (ESTABLISHED QUANTITY) | | |
0021 1010.10 54237.000 CY | 1.30000 70508.10| 1.30000 70508.10| 2.06000 111728.22
EXCAVATION, BORROW | | |
0022 1011.00 4520.000 MGAL| 3.70000 16724.00| 3.70000 16724.00| 7.73000 34939.60
WATER | | |
0023 1012.00 99.000 EACH| 56.00000 5544.00| 56.00000 5544.00| 41.22000 4080.78
RIGHT-OF-WAY MARKERS | | |
0024 1041.00 10067.200 SY | 0.40000 4026.88| 0.40000 4026.88| 0.36000 3624.19
SALVAGING AND PLACING TOPSOIL | | |
0025 1102.00 5591.000 SY | 2.75000 15375.25| 2.75000 15375.25| 0.52000 2907.32
REMOVE ASPHALT SURFACE | | |
0026 1701.24 296.000 LF | 16.64000 4925.44| 17.00000 5032.00| 11.85000 3507.60
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0027 1701.36 84.000 LF | 24.47000 2055.48| 25.00000 2100.00| 20.61000 1731.24
36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0028 4040.00 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 103.04000 103.04
REMOVE HEADWALLS FROM CULVERTS | | |
0029 7017.00 4594.000 LF | 1.00000 4594.00| 1.00000 4594.00| 0.52000 2388.88
REMOVE GUARDRAIL | | |
0030 9110.09 20.000 HOUR| 108.00000 2160.00| 108.00000 2160.00| 51.52000 1030.40
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 944,744.54| $ 961,726.73| $ 962,354.94
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0031 P255.24 295.000 LF | 30.00000 8850.00| 30.00000 8850.00| 30.91000 9118.45
24" CULVERT PIPE, TYPE 4 OR 5 | | |
0032 P255.48 257.000 LF | 90.00000 23130.00| 90.00000 23130.00| 92.74000 23834.18
48" CULVERT PIPE, TYPE 4 OR 5 | | |
0033 P300.24 10.000 LF | 22.50000 225.00| 22.50000 225.00| 23.18000 231.80
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0034 P314.36 256.000 LF | 53.00000 13568.00| 53.00000 13568.00| 54.61000 13980.16
36" CULVERT PIPE, TYPE 4,5 OR 6 | | |
0035 P402.24 717.000 LF | 22.50000 16132.50| 22.50000 16132.50| 23.18000 16620.06
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0036 0030.40 LUMP| 5600.00000 5600.00| 13000.00000 13000.00| 5770.45000 5770.45
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 1043.50 62.000 SY | 5.00000 310.00| 2.00000 124.00| 3.09000 191.58
RIPRAP FILTER FABRIC | | |
0038 1117.00 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 515.22000 1545.66
REMOVE MANHOLE | | |
0039 4040.00 18.000 EACH| 50.00000 900.00| 50.00000 900.00| 51.52000 927.36
REMOVE HEADWALLS FROM CULVERTS | | |
0040 4044.00 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1545.66000 1545.66
PREPARATION OF STRUCTURE AT STA. | | |
423+66.2 | | |
0041 4050.01 1977.000 CY | 12.00000 23724.00| 12.00000 23724.00| 12.37000 24455.49
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0042 4051.01 247.000 CY | 12.00000 2964.00| 12.00000 2964.00| 12.37000 3055.39
EXCAVATION FOR BOX CULVERTS | | |
0043 4100.06 5.300 CY | 500.00000 2650.00| 500.00000 2650.00| 515.22000 2730.67
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0044 4101.06 259.000 CY | 270.00000 69930.00| 270.00000 69930.00| 278.22000 72058.98
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0045 4120.06 4.620 CY | 500.00000 2310.00| 500.00000 2310.00| 515.22000 2380.32
CLASS 47B-3000 OR AX-3000 FOR CONCRETE | | |
BOX CULVERT PLUG | | |
0046 4150.00 472.000 LB | 1.00000 472.00| 1.00000 472.00| 1.03000 486.16
REINFORCING STEEL FOR HEADWALL | | |
0047 4151.00 30667.000 LB | 0.46000 14106.82| 0.50000 15333.50| 0.47000 14413.49
REINFORCING STEEL FOR BOX CULVERT | | |
0048 4310.24 9.000 EACH| 202.00000 1818.00| 202.00000 1818.00| 208.15000 1873.35
24" FLARED-END SECTION | | |
0049 4310.36 4.000 EACH| 460.00000 1840.00| 460.00000 1840.00| 474.00000 1896.00
36" FLARED-END SECTION | | |
0050 4310.48 1.000 EACH| 1134.00000 1134.00| 1134.00000 1134.00| 1168.52000 1168.52
48" FLARED-END SECTION | | |
0051 6105.01 20.000 TON | 50.00000 1000.00| 45.00000 900.00| 61.83000 1236.60
ROCK RIPRAP, TYPE A | | |
SECTION TOTALS | $ 193,664.32| $ 202,005.00| $ 199,520.33
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 298+15
QUADRUPLE 10' X 10' REINFORCED CONCRETE BOX CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 0030.40 LUMP| 3000.00000 3000.00| 10500.00000 10500.00| 3091.31000 3091.31
MOBILIZATION | | |
0053 4051.01 355.000 CY | 12.00000 4260.00| 12.00000 4260.00| 12.37000 4391.35
EXCAVATION FOR BOX CULVERTS | | |
0054 4101.06 545.380 CY | 270.00000 147252.60| 270.00000 147252.60| 278.22000 151735.62
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0055 4151.00 53311.000 LB | 0.46000 24523.06| 0.50000 26655.50| 0.47000 25056.17
REINFORCING STEEL FOR BOX CULVERT | | |
0056 6040.00 1.000 EACH| 27000.00000 27000.00| 27000.00000 27000.00| 27821.83000 27821.83
REMOVE STRUCTURE AT STA. 298+24 | | |
SECTION TOTALS | $ 206,035.66| $ 215,668.10| $ 212,096.28
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0057 L001.01 62.600 ACRE| 519.00000 32489.40| 509.00000 31863.40| 524.49000 32833.07
SEEDING, TYPE A | | |
0058 L001.02 9.600 ACRE| 389.00000 3734.40| 379.00000 3638.40| 390.54000 3749.18
SEEDING, TYPE B | | |
0059 L001.19 2.080 ACRE| 1200.00000 2496.00| 1375.00000 2860.00| 1416.85000 2947.05
SEEDING, TYPE WETLAND-LOW | | |
0060 L032.75 162.500 TON | 70.00000 11375.00| 68.00000 11050.00| 70.07000 11386.38
MULCH | | |
0061 0030.50 LUMP| 500.00000 500.00| 3900.00000 3900.00| 1545.66000 1545.66
MOBILIZATION | | |
SECTION TOTALS | $ 50,594.80| $ 53,311.80| $ 52,461.34
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 387+17 ALT AA1
5-SPANS NU 1100 GIRDER BRIDGE
| | |
0062 0020.00 1000.000 HOUR| | |
TRAINING | | |
0063 0030.60 LUMP| | |
MOBILIZATION | | |
0064 1010.01 910.000 CY | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0065 1043.50 1200.000 SY | | |
RIPRAP FILTER FABRIC | | |
0066 3050.15 172.000 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 3051.10 20675.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0068 6000.10 65.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0069 6000.11 65.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0070 6000.22 150.000 LS | | |
PIER NO.3 EXCAVATION | | |
0071 6000.23 110.000 LS | | |
PIER NO.4 EXCAVATION | | |
0072 6000.60 85.000 LS | | |
PIER NO.1 EXCAVATION | | |
0073 6000.61 100.000 LS | | |
PIER NO.2 EXCAVATION | | |
0074 6005.35 83.290 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0075 6005.78 24.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0076 6005.83 8.000 EACH| | |
FIXED BEARING | | |
0077 6010.22 631.900 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0078 6010.26 627.500 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0079 6011.11 325.800 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 387+17 | | |
0080 6030.05 1.000 EACH| | |
PREPARATION OF BRIDGE AT STA. | | |
385+81-50' LT. | | |
0081 6080.00 7890.000 LB | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0082 6081.00 12635.000 LB | | |
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0083 6105.02 280.000 TON | | |
ROCK RIPRAP, TYPE B | | |
0084 6131.50 231180.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0085 6210.12 2160.000 LF | | |
HP 10"X42# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 6210.14 2880.000 LF | | |
HP 12"X53# STEEL PILING | | |
0087 6310.00 4495.200 SF | | |
STEEL SHEET PILING | | |
0088 6430.20 7500.000 SF | | |
PAINTING STRUCTURE (OVER COAT) AT STA. | | |
387+17 | | |
0089 8091.00 172.000 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 387+17 ALT AA2
5-SPANS ROLLED BEAM GIRDER BRIDGE
| | |
0090 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0091 0030.60 LUMP| 150000.00000 150000.00| 25000.00000 25000.00| 108196.00000 108196.00
MOBILIZATION | | |
0092 1010.01 910.000 CY | 20.00000 18200.00| 4.50000 4095.00| 2.68000 2438.80
EXCAVATION (ESTABLISHED QUANTITY) | | |
0093 1043.50 1200.000 SY | 2.00000 2400.00| 2.00000 2400.00| 2.58000 3096.00
RIPRAP FILTER FABRIC | | |
0094 3050.15 172.000 CY | 200.00000 34400.00| 180.00000 30960.00| 149.41000 25698.52
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0095 3051.10 20675.000 LB | 0.50000 10337.50| 0.60000 12405.00| 0.57000 11784.75
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0096 6000.10 65.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 4121.75000 4121.75
ABUTMENT NO.1 EXCAVATION | | |
0097 6000.11 65.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 4121.75000 4121.75
ABUTMENT NO.2 EXCAVATION | | |
0098 6000.22 150.000 LS | 22000.00000 22000.00| 20000.00000 20000.00| 16487.01000 16487.01
PIER NO.3 EXCAVATION | | |
0099 6000.23 110.000 LS | 22000.00000 22000.00| 20000.00000 20000.00| 16487.01000 16487.01
PIER NO.4 EXCAVATION | | |
0100 6000.60 85.000 LS | 22000.00000 22000.00| 20000.00000 20000.00| 16487.01000 16487.01
PIER NO.1 EXCAVATION | | |
0101 6000.61 100.000 LS | 22000.00000 22000.00| 20000.00000 20000.00| 16487.01000 16487.01
PIER NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 6005.35 83.290 LF | 70.00000 5830.30| 80.00000 6663.20| 46.37000 3862.16
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0103 6005.78 12.000 EACH| 1000.00000 12000.00| 1250.00000 15000.00| 1081.96000 12983.52
EXPANSION BEARING, TFE TYPE | | |
0104 6005.83 4.000 EACH| 1000.00000 4000.00| 1050.00000 4200.00| 762.52000 3050.08
FIXED BEARING | | |
0105 6010.22 609.600 CY | 325.00000 198120.00| 440.00000 268224.00| 396.72000 241840.51
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0106 6010.26 510.000 CY | 314.00000 160140.00| 515.00000 262650.00| 401.87000 204953.70
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0107 6030.05 1.000 EACH| 94000.00000 94000.00| 55000.00000 55000.00| 55643.66000 55643.66
PREPARATION OF BRIDGE AT STA. | | |
385+81-50' LT. | | |
0108 6071.12 406305.000 LS | 385000.00000 385000.00| 290000.00000 290000.00| 280279.17000 280279.17
STEEL SUPERSTRUCTURE AT STA. 387+17 | | |
0109 6080.00 7145.000 LB | 2.00000 14290.00| 1.80000 12861.00| 1.85000 13218.25
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0110 6081.00 5615.000 LB | 2.00000 11230.00| 2.50000 14037.50| 1.85000 10387.75
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0111 6105.02 280.000 TON | 35.00000 9800.00| 48.00000 13440.00| 41.22000 11541.60
ROCK RIPRAP, TYPE B | | |
0112 6131.50 203110.000 LB | 0.55000 111710.50| 0.40000 81244.00| 0.57000 115772.70
EPOXY COATED REINFORCING STEEL | | |
0113 6210.12 1920.000 LF | 15.00000 28800.00| 16.00000 30720.00| 16.49000 31660.80
HP 10"X42# STEEL PILING | | |
0114 6210.14 2880.000 LF | 17.00000 48960.00| 19.00000 54720.00| 18.55000 53424.00
HP 12"X53# STEEL PILING | | |
0115 6310.00 4495.200 SF | 12.00000 53942.40| 11.00000 49447.20| 11.33000 50930.62
STEEL SHEET PILING | | |
0116 6430.20 7500.000 SF | 14.00000 105000.00| 13.10000 98250.00| 13.70000 102750.00
PAINTING STRUCTURE (OVER COAT) AT STA. | | |
387+17 | | |
0117 6951.12 3888.000 EACH| 4.00000 15552.00| 2.50000 9720.00| 3.35000 13024.80
SHEAR CONNECTORS | | |
0118 8091.00 155.000 CY | 25.00000 3875.00| 40.00000 6200.00| 22.67000 3513.85
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,576,387.70| $ 1,438,036.90| $ 1,435,042.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 0030.70 LUMP| 525.00000 525.00| 1175.00000 1175.00| 540.98000 540.98
MOBILIZATION | | |
0120 7011.20 125.000 LF | 15.00000 1875.00| 15.00000 1875.00| 15.46000 1932.50
W-BEAM GUARDRAIL | | |
0121 7020.00 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1288.05000 5152.20
BRIDGE APPROACH SECTIONS | | |
0122 7021.70 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| 1700.22000 6800.88
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 14,000.00| $ 14,650.00| $ 14,426.56
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0123 P402.15 804.000 LF | 35.00000 28140.00| 16.00000 12864.00| 28.85000 23195.40
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0124 P402.24 264.000 LF | 45.00000 11880.00| 25.00000 6600.00| 36.07000 9522.48
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0125 0002.76 45000.000 LF | 0.15000 6750.00| 0.07000 3150.00| 0.07000 3150.00
PERMANENT PAVEMENT MARKING PAINT | | |
0126 0030.90 LUMP| 43000.00000 43000.00| 98500.00000 98500.00| 41606.66000 41606.66
MOBILIZATION | | |
0127 1020.03 56.000 EACH| 15.00000 840.00| 20.00000 1120.00| 12.37000 692.72
DELINEATOR, TYPE III | | |
0128 2001.00 2789.000 CY | 8.00000 22312.00| 7.50000 20917.50| 7.21000 20108.69
GRAVEL SURFACE COURSE | | |
0129 2009.10 33.603 STA | 80.00000 2688.24| 75.00000 2520.23| 72.13000 2423.78
GRAVEL EMBEDMENT | | |
0130 4015.00 5.000 EACH| 750.00000 3750.00| 200.00000 1000.00| 463.70000 2318.50
ADJUST MANHOLE TO GRADE | | |
0131 4024.55 144.000 LF | 45.00000 6480.00| 60.00000 8640.00| 51.52000 7418.88
FLUME SPILLWAY | | |
0132 4024.70 16.000 EACH| 1600.00000 25600.00| 2800.00000 44800.00| 1545.66000 24730.56
CONCRETE FLUME, TYPE I | | |
0133 4024.73 14.000 EACH| 1500.00000 21000.00| 4000.00000 56000.00| 1545.66000 21639.24
CONCRETE FLUME, TYPE IV | | |
0134 4024.75 4.000 EACH| 1500.00000 6000.00| 3500.00000 14000.00| 1545.66000 6182.64
CONCRETE FLUME, TYPE VI | | |
0135 8029.84 50514.000 SY | 1.50000 75771.00| 1.50000 75771.00| 1.94000 97997.16
BITUMINOUS FOUNDATION COURSE 4" | | |
0136 9000.75 500.000 TON | 22.30000 11150.00| 22.30000 11150.00| 27.78000 13890.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 9005.00 50.000 TON | 29.10000 1455.00| 29.10000 1455.00| 73.92000 3696.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0138 9005.30 19790.000 TON | 22.30000 441317.00| 22.30000 441317.00| 26.70000 528393.00
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0139 9009.00 2470.000 SY | 2.25000 5557.50| 2.25000 5557.50| 7.09000 17512.30
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0140 9020.91 27.000 TON | 186.75000 5042.25| 186.75000 5042.25| 163.22000 4406.94
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0141 9021.01 1071.360 TON | 186.75000 200076.48| 186.75000 200076.48| 163.22000 174867.38
PERFORMANCE GRADED BINDER (64-22) | | |
0142 9030.00 11918.000 LF | 1.90000 22644.20| 1.90000 22644.20| 2.66000 31701.88
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0143 9034.00 1964.000 SY | 1.60000 3142.40| 1.60000 3142.40| 1.88000 3692.32
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0144 9053.00 7490.000 GAL | 0.93000 6965.70| 0.93000 6965.70| 0.77000 5767.30
TACK COAT | | |
0145 9111.00 239.000 MGAL| 10.40000 2485.60| 10.40000 2485.60| 5.15000 1230.85
WATER | | |
0146 9170.00 346.897 STA | 70.00000 24282.79| 80.00000 27751.76| 72.13000 25021.68
EARTH SHOULDER CONSTRUCTION | | |
0147 9173.15 45.600 STA | 40.00000 1824.00| 40.00000 1824.00| 26.94000 1228.46
TRENCHED WIDENING | | |
0148 9173.20 50514.000 SY | 0.82000 41421.48| 0.82000 41421.48| 0.62000 31318.68
SUBGRADE PREPARATION | | |
0149 9179.23 27.800 STA | 169.25000 4705.15| 170.00000 4726.00| 153.89000 4278.14
COLD MILLING, CLASS 3 | | |
0150 9179.24 123.120 STA | 402.00000 49494.24| 402.00000 49494.24| 555.07000 68340.22
COLD MILLING, CLASS 4 | | |
0151 9188.50 243.000 SY | 19.65000 4774.95| 20.00000 4860.00| 20.61000 5008.23
SURFACING UNDER GUARDRAIL | | |
0152 9300.50 3.285 LS | 1600.00000 1600.00| 1600.00000 1600.00| 2919.21000 2919.21
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,082,149.98| $ 1,177,396.34| $ 1,184,259.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(4) 2207 |(5) 0137 |(6) 1661
|UNITED CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0153 0001.08 1680.000 BDAY| 0.50000 840.00| 0.50000 840.00| 0.50000 840.00
BARRICADE, TYPE II | | |
0154 0001.10 962.000 BDAY| 3.50000 3367.00| 2.45000 2356.90| 2.06000 1981.72
BARRICADE, TYPE III | | |
0155 0001.30 782.000 LDAY| 3.00000 2346.00| 2.60000 2033.20| 2.06000 1610.92
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0156 0001.75 240.000 EACH| 6.50000 1560.00| 6.75000 1620.00| 5.15000 1236.00
TEMPORARY SIGN DAY | | |
0157 0001.90 14300.000 EACH| 0.25000 3575.00| 0.45000 6435.00| 0.52000 7436.00
SIGN DAY | | |
0158 0002.30 400.000 LF | 1.00000 400.00| 0.50000 200.00| 0.52000 208.00
PAVEMENT MARKING REMOVAL | | |
0159 0002.31 1000.000 LF | 1.00000 1000.00| 1.00000 1000.00| 1.03000 1030.00
TEMPORARY PAVEMENT MARKING | | |
0160 0002.55 370.880 STA | 7.10000 2633.25| 6.00000 2225.28| 6.18000 2292.04
OVERLAY BROKEN LINES | | |
0161 0002.60 741.760 STA | 6.75000 5006.88| 6.50000 4821.44| 6.70000 4969.79
OVERLAY SOLID LINES | | |
0162 0003.10 20.000 DAY | 176.25000 3525.00| 175.00000 3500.00| 179.53000 3590.60
FLAGGING | | |
0163 0010.04 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| 1442.61000 1442.61
FIELD OFFICE | | |
0164 0030.00 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 16413.42000 16413.42
MOBILIZATION | | |
0165 9110.01 95.000 HOUR| 57.00000 5415.00| 75.00000 7125.00| 73.34000 6967.30
RENTAL OF LOADER, FULLY OPERATED | | |
0166 9110.02 60.000 HOUR| 57.00000 3420.00| 75.00000 4500.00| 61.98000 3718.80
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0167 9110.03 95.000 HOUR| 47.00000 4465.00| 55.00000 5225.00| 56.78000 5394.10
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0168 9110.07 95.000 HOUR| 35.00000 3325.00| 50.00000 4750.00| 46.34000 4402.30
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 48,378.13| $ 55,131.82| $ 63,533.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,115,955.13| $ 4,117,926.69| $ 4,123,695.13
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 23
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
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 72.200 ACRE| 45.00000 3249.00| 50.00000 3610.00|
COVER CROP SEEDING | | |
0002 L020.01 20725.000 SY | 3.50000 72537.50| 5.25000 108806.25|
EROSION CONTROL, TYPE A | | |
0003 L020.03 4745.000 SY | 2.10000 9964.50| 2.00000 9490.00|
EROSION CONTROL, TYPE C | | |
0004 L020.08 7481.000 SY | 3.50000 26183.50| 5.35000 40023.35|
EROSION CONTROL, TYPE AA | | |
0005 L020.09 1095.000 SY | 10.50000 11497.50| 10.00000 10950.00|
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 520.000 SY | 1.50000 780.00| 1.45000 754.00|
EROSION CONTROL, TYPE HV | | |
0007 L021.01 649.000 BALE| 18.00000 11682.00| 22.00000 14278.00|
EROSION CHECKS, TYPE A | | |
0008 L021.03 266.000 BALE| 18.00000 4788.00| 20.00000 5320.00|
EROSION CHECKS, TYPE C | | |
0009 L021.06 42.000 BALE| 18.00000 756.00| 19.00000 798.00|
EROSION CHECKS, TYPE HV | | |
0010 L021.11 569.000 BALE| 18.00000 10242.00| 26.00000 14794.00|
EROSION CHECKS, TYPE ST-A | | |
0011 L021.13 210.000 BALE| 18.00000 3780.00| 26.00000 5460.00|
EROSION CHECKS, TYPE ST-AA | | |
0012 L021.14 119.000 BALE| 18.00000 2142.00| 24.00000 2856.00|
EROSION CHECKS, TYPE ST-C | | |
0013 L021.21 533.000 BALE| 18.00000 9594.00| 22.00000 11726.00|
EROSION CHECKS, TYPE AA | | |
0014 L021.22 90.000 BALE| 32.00000 2880.00| 30.00000 2700.00|
EROSION CHECKS, TYPE AAA | | |
0015 L022.11 8495.000 LF | 2.10000 17839.50| 2.50000 21237.50|
FABRIC SILT FENCE-LOW POROSITY | | |
0016 L022.75 8064.000 LF | 7.00000 56448.00| 7.00000 56448.00|
TEMPORARY SILT CHECK | | |
0017 0030.10 LUMP| 7000.00000 7000.00| 280000.00000 280000.00|
MOBILIZATION | | |
0018 1009.00 LUMP| 45000.00000 45000.00| 195000.00000 195000.00|
GENERAL CLEARING AND GRUBBING | | |
0019 1010.00 489862.000 CY | 0.89000 435977.18| 1.10000 538848.20|
EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 24
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1010.01 27620.000 CY | 1.45000 40049.00| 3.00000 82860.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0021 1010.10 54237.000 CY | 2.00000 108474.00| 3.00000 162711.00|
EXCAVATION, BORROW | | |
0022 1011.00 4520.000 MGAL| 7.50000 33900.00| 6.00000 27120.00|
WATER | | |
0023 1012.00 99.000 EACH| 97.00000 9603.00| 60.00000 5940.00|
RIGHT-OF-WAY MARKERS | | |
0024 1041.00 10067.200 SY | 0.35000 3523.52| 0.40000 4026.88|
SALVAGING AND PLACING TOPSOIL | | |
0025 1102.00 5591.000 SY | 0.50000 2795.50| 4.00000 22364.00|
REMOVE ASPHALT SURFACE | | |
0026 1701.24 296.000 LF | 11.50000 3404.00| 35.00000 10360.00|
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0027 1701.36 84.000 LF | 20.00000 1680.00| 45.00000 3780.00|
36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0028 4040.00 1.000 EACH| 100.00000 100.00| 200.00000 200.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0029 7017.00 4594.000 LF | 2.43000 11163.42| 3.00000 13782.00|
REMOVE GUARDRAIL | | |
0030 9110.09 20.000 HOUR| 50.00000 1000.00| 175.00000 3500.00|
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 948,033.12| $ 1,659,743.18|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0031 P255.24 295.000 LF | 34.85000 10280.75| 24.00000 7080.00|
24" CULVERT PIPE, TYPE 4 OR 5 | | |
0032 P255.48 257.000 LF | 68.00000 17476.00| 64.00000 16448.00|
48" CULVERT PIPE, TYPE 4 OR 5 | | |
0033 P300.24 10.000 LF | 32.35000 323.50| 25.00000 250.00|
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0034 P314.36 256.000 LF | 46.80000 11980.80| 43.00000 11008.00|
36" CULVERT PIPE, TYPE 4,5 OR 6 | | |
0035 P402.24 717.000 LF | 32.35000 23194.95| 17.00000 12189.00|
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0036 0030.40 LUMP| 20000.00000 20000.00| 10000.00000 10000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 25
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 1043.50 62.000 SY | 1.20000 74.40| 3.00000 186.00|
RIPRAP FILTER FABRIC | | |
0038 1117.00 3.000 EACH| 400.00000 1200.00| 350.00000 1050.00|
REMOVE MANHOLE | | |
0039 4040.00 18.000 EACH| 150.00000 2700.00| 83.00000 1494.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0040 4044.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00|
PREPARATION OF STRUCTURE AT STA. | | |
423+66.2 | | |
0041 4050.01 1977.000 CY | 15.70000 31038.90| 11.00000 21747.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0042 4051.01 247.000 CY | 22.35000 5520.45| 15.00000 3705.00|
EXCAVATION FOR BOX CULVERTS | | |
0043 4100.06 5.300 CY | 500.00000 2650.00| 500.00000 2650.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0044 4101.06 259.000 CY | 251.00000 65009.00| 269.00000 69671.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0045 4120.06 4.620 CY | 600.00000 2772.00| 374.00000 1727.88|
CLASS 47B-3000 OR AX-3000 FOR CONCRETE | | |
BOX CULVERT PLUG | | |
0046 4150.00 472.000 LB | 1.00000 472.00| 1.00000 472.00|
REINFORCING STEEL FOR HEADWALL | | |
0047 4151.00 30667.000 LB | 0.47000 14413.49| 0.55000 16866.85|
REINFORCING STEEL FOR BOX CULVERT | | |
0048 4310.24 9.000 EACH| 300.00000 2700.00| 175.00000 1575.00|
24" FLARED-END SECTION | | |
0049 4310.36 4.000 EACH| 450.00000 1800.00| 400.00000 1600.00|
36" FLARED-END SECTION | | |
0050 4310.48 1.000 EACH| 725.00000 725.00| 750.00000 750.00|
48" FLARED-END SECTION | | |
0051 6105.01 20.000 TON | 42.00000 840.00| 50.00000 1000.00|
ROCK RIPRAP, TYPE A | | |
SECTION TOTALS | $ 217,171.24| $ 183,469.73|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 298+15
QUADRUPLE 10' X 10' REINFORCED CONCRETE BOX CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 26
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 0030.40 LUMP| 18000.00000 18000.00| 14000.00000 14000.00|
MOBILIZATION | | |
0053 4051.01 355.000 CY | 22.35000 7934.25| 25.00000 8875.00|
EXCAVATION FOR BOX CULVERTS | | |
0054 4101.06 545.380 CY | 250.00000 136345.00| 249.00000 135799.62|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0055 4151.00 53311.000 LB | 0.47000 25056.17| 0.55000 29321.05|
REINFORCING STEEL FOR BOX CULVERT | | |
0056 6040.00 1.000 EACH| 21982.07000 21982.07| 15000.00000 15000.00|
REMOVE STRUCTURE AT STA. 298+24 | | |
SECTION TOTALS | $ 209,317.49| $ 202,995.67|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0057 L001.01 62.600 ACRE| 509.00000 31863.40| 550.00000 34430.00|
SEEDING, TYPE A | | |
0058 L001.02 9.600 ACRE| 379.00000 3638.40| 425.00000 4080.00|
SEEDING, TYPE B | | |
0059 L001.19 2.080 ACRE| 1375.00000 2860.00| 1500.00000 3120.00|
SEEDING, TYPE WETLAND-LOW | | |
0060 L032.75 162.500 TON | 68.00000 11050.00| 100.00000 16250.00|
MULCH | | |
0061 0030.50 LUMP| 1500.00000 1500.00| 4000.00000 4000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 50,911.80| $ 61,880.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 387+17 ALT AA1
5-SPANS NU 1100 GIRDER BRIDGE
| | |
0062 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0063 0030.60 LUMP| 20000.00000 20000.00| |
MOBILIZATION | | |
0064 1010.01 910.000 CY | 9.00000 8190.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0065 1043.50 1200.000 SY | 2.50000 3000.00| |
RIPRAP FILTER FABRIC | | |
0066 3050.15 172.000 CY | 210.00000 36120.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 27
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 3051.10 20675.000 LB | 0.65000 13438.75| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0068 6000.10 65.000 LS | 3000.00000 3000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0069 6000.11 65.000 LS | 3000.00000 3000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0070 6000.22 150.000 LS | 30000.00000 30000.00| |
PIER NO.3 EXCAVATION | | |
0071 6000.23 110.000 LS | 30000.00000 30000.00| |
PIER NO.4 EXCAVATION | | |
0072 6000.60 85.000 LS | 30000.00000 30000.00| |
PIER NO.1 EXCAVATION | | |
0073 6000.61 100.000 LS | 30000.00000 30000.00| |
PIER NO.2 EXCAVATION | | |
0074 6005.35 83.290 LF | 100.00000 8329.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0075 6005.78 24.000 EACH| 1100.00000 26400.00| |
EXPANSION BEARING, TFE TYPE | | |
0076 6005.83 8.000 EACH| 1250.00000 10000.00| |
FIXED BEARING | | |
0077 6010.22 631.900 CY | 490.00000 309631.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0078 6010.26 627.500 CY | 310.00000 194525.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0079 6011.11 325.800 LS | 331000.00000 331000.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 387+17 | | |
0080 6030.05 1.000 EACH| 36400.00000 36400.00| |
PREPARATION OF BRIDGE AT STA. | | |
385+81-50' LT. | | |
0081 6080.00 7890.000 LB | 2.25000 17752.50| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0082 6081.00 12635.000 LB | 2.25000 28428.75| |
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0083 6105.02 280.000 TON | 40.00000 11200.00| |
ROCK RIPRAP, TYPE B | | |
0084 6131.50 231180.000 LB | 0.67000 154890.60| |
EPOXY COATED REINFORCING STEEL | | |
0085 6210.12 2160.000 LF | 18.50000 39960.00| |
HP 10"X42# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 28
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 6210.14 2880.000 LF | 19.80000 57024.00| |
HP 12"X53# STEEL PILING | | |
0087 6310.00 4495.200 SF | 14.00000 62932.80| |
STEEL SHEET PILING | | |
0088 6430.20 7500.000 SF | 13.10000 98250.00| |
PAINTING STRUCTURE (OVER COAT) AT STA. | | |
387+17 | | |
0089 8091.00 172.000 CY | 22.00000 3784.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,598,056.40| $ |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 387+17 ALT AA2
5-SPANS ROLLED BEAM GIRDER BRIDGE
| | |
0090 0020.00 1000.000 HOUR| | 0.80000 800.00|
TRAINING | | |
0091 0030.60 LUMP| | 23500.00000 23500.00|
MOBILIZATION | | |
0092 1010.01 910.000 CY | | 2.60000 2366.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0093 1043.50 1200.000 SY | | 2.50000 3000.00|
RIPRAP FILTER FABRIC | | |
0094 3050.15 172.000 CY | | 145.00000 24940.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0095 3051.10 20675.000 LB | | 0.55000 11371.25|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0096 6000.10 65.000 LS | | 4000.00000 4000.00|
ABUTMENT NO.1 EXCAVATION | | |
0097 6000.11 65.000 LS | | 4000.00000 4000.00|
ABUTMENT NO.2 EXCAVATION | | |
0098 6000.22 150.000 LS | | 16000.00000 16000.00|
PIER NO.3 EXCAVATION | | |
0099 6000.23 110.000 LS | | 16000.00000 16000.00|
PIER NO.4 EXCAVATION | | |
0100 6000.60 85.000 LS | | 16000.00000 16000.00|
PIER NO.1 EXCAVATION | | |
0101 6000.61 100.000 LS | | 16000.00000 16000.00|
PIER NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 29
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 6005.35 83.290 LF | | 45.00000 3748.05|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0103 6005.78 12.000 EACH| | 1050.00000 12600.00|
EXPANSION BEARING, TFE TYPE | | |
0104 6005.83 4.000 EACH| | 740.00000 2960.00|
FIXED BEARING | | |
0105 6010.22 609.600 CY | | 385.00000 234696.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0106 6010.26 510.000 CY | | 390.00000 198900.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0107 6030.05 1.000 EACH| | 54000.00000 54000.00|
PREPARATION OF BRIDGE AT STA. | | |
385+81-50' LT. | | |
0108 6071.12 406305.000 LS | | 272000.00000 272000.00|
STEEL SUPERSTRUCTURE AT STA. 387+17 | | |
0109 6080.00 7145.000 LB | | 1.80000 12861.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0110 6081.00 5615.000 LB | | 1.80000 10107.00|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0111 6105.02 280.000 TON | | 40.00000 11200.00|
ROCK RIPRAP, TYPE B | | |
0112 6131.50 203110.000 LB | | 0.55000 111710.50|
EPOXY COATED REINFORCING STEEL | | |
0113 6210.12 1920.000 LF | | 16.00000 30720.00|
HP 10"X42# STEEL PILING | | |
0114 6210.14 2880.000 LF | | 18.00000 51840.00|
HP 12"X53# STEEL PILING | | |
0115 6310.00 4495.200 SF | | 11.00000 49447.20|
STEEL SHEET PILING | | |
0116 6430.20 7500.000 SF | | 13.30000 99750.00|
PAINTING STRUCTURE (OVER COAT) AT STA. | | |
387+17 | | |
0117 6951.12 3888.000 EACH| | 3.25000 12636.00|
SHEAR CONNECTORS | | |
0118 8091.00 155.000 CY | | 22.00000 3410.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ 1,310,563.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 30
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 0030.70 LUMP| 840.00000 840.00| 2500.00000 2500.00|
MOBILIZATION | | |
0120 7011.20 125.000 LF | 13.53000 1691.25| 13.53000 1691.25|
W-BEAM GUARDRAIL | | |
0121 7020.00 4.000 EACH| 1184.00000 4736.00| 1184.00000 4736.00|
BRIDGE APPROACH SECTIONS | | |
0122 7021.70 4.000 EACH| 1721.25000 6885.00| 1721.25000 6885.00|
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 14,152.25| $ 15,812.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0123 P402.15 804.000 LF | 45.00000 36180.00| 35.00000 28140.00|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0124 P402.24 264.000 LF | 50.00000 13200.00| 45.00000 11880.00|
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0125 0002.76 45000.000 LF | 0.07000 3150.00| 0.10000 4500.00|
PERMANENT PAVEMENT MARKING PAINT | | |
0126 0030.90 LUMP| 43000.00000 43000.00| 100000.00000 100000.00|
MOBILIZATION | | |
0127 1020.03 56.000 EACH| 25.01000 1400.56| 12.00000 672.00|
DELINEATOR, TYPE III | | |
0128 2001.00 2789.000 CY | 7.00000 19523.00| 17.50000 48807.50|
GRAVEL SURFACE COURSE | | |
0129 2009.10 33.603 STA | 499.96000 16800.16| 150.00000 5040.45|
GRAVEL EMBEDMENT | | |
0130 4015.00 5.000 EACH| 4000.00000 20000.00| 1200.00000 6000.00|
ADJUST MANHOLE TO GRADE | | |
0131 4024.55 144.000 LF | 52.00000 7488.00| 45.00000 6480.00|
FLUME SPILLWAY | | |
0132 4024.70 16.000 EACH| 1750.00000 28000.00| 1600.00000 25600.00|
CONCRETE FLUME, TYPE I | | |
0133 4024.73 14.000 EACH| 1700.00000 23800.00| 1500.00000 21000.00|
CONCRETE FLUME, TYPE IV | | |
0134 4024.75 4.000 EACH| 1700.00000 6800.00| 1500.00000 6000.00|
CONCRETE FLUME, TYPE VI | | |
0135 8029.84 50514.000 SY | 1.50000 75771.00| 1.50000 75771.00|
BITUMINOUS FOUNDATION COURSE 4" | | |
0136 9000.75 500.000 TON | 22.30000 11150.00| 22.30000 11150.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 31
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 9005.00 50.000 TON | 29.10000 1455.00| 29.10000 1455.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0138 9005.30 19790.000 TON | 22.30000 441317.00| 22.30000 441317.00|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0139 9009.00 2470.000 SY | 2.25000 5557.50| 2.25000 5557.50|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0140 9020.91 27.000 TON | 186.75000 5042.25| 186.75000 5042.25|
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0141 9021.01 1071.360 TON | 186.75000 200076.48| 186.75000 200076.48|
PERFORMANCE GRADED BINDER (64-22) | | |
0142 9030.00 11918.000 LF | 1.90000 22644.20| 1.90000 22644.20|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0143 9034.00 1964.000 SY | 1.60000 3142.40| 1.60000 3142.40|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0144 9053.00 7490.000 GAL | 0.93000 6965.70| 0.93000 6965.70|
TACK COAT | | |
0145 9111.00 239.000 MGAL| 10.40000 2485.60| 10.40000 2485.60|
WATER | | |
0146 9170.00 346.897 STA | 70.00000 24282.79| 350.00000 121413.95|
EARTH SHOULDER CONSTRUCTION | | |
0147 9173.15 45.600 STA | 40.00000 1824.00| 40.00000 1824.00|
TRENCHED WIDENING | | |
0148 9173.20 50514.000 SY | 0.82000 41421.48| 0.82000 41421.48|
SUBGRADE PREPARATION | | |
0149 9179.23 27.800 STA | 169.25000 4705.15| 169.25000 4705.15|
COLD MILLING, CLASS 3 | | |
0150 9179.24 123.120 STA | 402.00000 49494.24| 402.00000 49494.24|
COLD MILLING, CLASS 4 | | |
0151 9188.50 243.000 SY | 19.65000 4774.95| 19.65000 4774.95|
SURFACING UNDER GUARDRAIL | | |
0152 9300.50 3.285 LS | 1600.00000 1600.00| 1600.00000 1600.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,123,051.46| $ 1,264,960.85|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/16/01
PAGE : 32
TABULATION OF BIDS
CALL ORDER : F24 CONTRACT ID : 7510A COUNTIES : FRANKLIN
LETTING DATE : 08/16/01 1:30 PM DISTRICT : 7
PROJECT(S) : EACSTPD/BR-10-1(110)
====================================================================================================================================
|(7) 2017 |(8) 2860 |
|BRB CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0153 0001.08 1680.000 BDAY| 0.50000 840.00| 0.50000 840.00|
BARRICADE, TYPE II | | |
0154 0001.10 962.000 BDAY| 3.15000 3030.30| 2.00000 1924.00|
BARRICADE, TYPE III | | |
0155 0001.30 782.000 LDAY| 2.63000 2056.66| 2.00000 1564.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0156 0001.75 240.000 EACH| 6.30000 1512.00| 5.00000 1200.00|
TEMPORARY SIGN DAY | | |
0157 0001.90 14300.000 EACH| 0.25000 3575.00| 0.50000 7150.00|
SIGN DAY | | |
0158 0002.30 400.000 LF | 1.00000 400.00| 2.00000 800.00|
PAVEMENT MARKING REMOVAL | | |
0159 0002.31 1000.000 LF | 1.00000 1000.00| 2.00000 2000.00|
TEMPORARY PAVEMENT MARKING | | |
0160 0002.55 370.880 STA | 6.00000 2225.28| 8.00000 2967.04|
OVERLAY BROKEN LINES | | |
0161 0002.60 741.760 STA | 6.50000 4821.44| 8.00000 5934.08|
OVERLAY SOLID LINES | | |
0162 0003.10 20.000 DAY | 170.00000 3400.00| 200.00000 4000.00|
FLAGGING | | |
0163 0010.04 1.000 EACH| 3500.00000 3500.00| 7500.00000 7500.00|
FIELD OFFICE | | |
0164 0030.00 LUMP| 1000.00000 1000.00| 5500.00000 5500.00|
MOBILIZATION | | |
0165 9110.01 95.000 HOUR| 57.00000 5415.00| 60.00000 5700.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0166 9110.02 60.000 HOUR| 75.00000 4500.00| 90.00000 5400.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0167 9110.03 95.000 HOUR| 47.00000 4465.00| 60.00000 5700.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0168 9110.07 95.000 HOUR| 75.00000 7125.00| 40.00000 3800.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 48,865.68| $ 61,979.12|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,209,559.44| $ 4,761,403.80|
====================================================================================================================================