|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
CONTRACT DESCRIPTION :
ON N-25, SUTHERLAND VIADUCT.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1809 CAPITAL CONTRACTORS, INC. $ 4,410,332.06 100.0000%
2 2329 D. H. BLATTNER & SONS, INC. AND SUBSIDIARIES $ 4,532,605.16 102.7724%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
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 7.000 ha | 450.00000 3150.00| 750.00000 5250.00|
COVER CROP SEEDING | | |
0002 L020.00 3872.400 m2 | 1.68000 6505.63| 1.70000 6583.08|
EROSION CONTROL | | |
0003 L020.01 480.000 m2 | 6.62000 3177.60| 6.69000 3211.20|
EROSION CONTROL, TYPE A | | |
0004 L020.09 516.500 m2 | 16.82000 8687.53| 16.99000 8775.34|
EROSION CONTROL, TYPE AAA | | |
0005 L022.25 1187.000 m | 14.39000 17080.93| 20.62000 24475.94|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0006 0030.10 LUMP| 63297.80000 63297.80| 120000.00000 120000.00|
MOBILIZATION | | |
0007 1009.00 LUMP| 3166.11000 3166.11| 2028.00000 2028.00|
GENERAL CLEARING AND GRUBBING | | |
0008 1010.00 159080.000 m3 | 4.45000 707906.00| 5.71000 908346.80|
EXCAVATION | | |
0009 1010.01 1000.000 m3 | 4.22000 4220.00| 8.47000 8470.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0010 1010.10 19009.000 m3 | 4.69000 89152.21| 4.07000 77366.63|
EXCAVATION, BORROW | | |
0011 1011.00 210.000 kL | 4.14000 869.40| 3.82000 802.20|
WATER | | |
0012 1011.50 80.000 HOUR| 47.59000 3807.20| 85.00000 6800.00|
DISCING | | |
0013 1012.00 24.000 EACH| 65.39000 1569.36| 125.00000 3000.00|
RIGHT-OF-WAY MARKERS | | |
0014 1017.00 1.727 LS | 40000.00000 40000.00| 50000.00000 50000.00|
CONSTRUCTION STAKING AND SURVEYING | | |
0015 1041.00 123800.000 m2 | 0.34000 42092.00| 0.50000 61900.00|
SALVAGING AND PLACING TOPSOIL | | |
0016 1090.00 1.000 EACH| 517.15000 517.15| 1200.00000 1200.00|
ABANDON WELLS | | |
0017 1102.00 2759.000 m2 | 3.55000 9794.45| 1.45000 4000.55|
REMOVE ASPHALT SURFACE | | |
0018 1123.00 11.300 m2 | 33.15000 374.60| 30.00000 339.00|
REMOVE CONCRETE DITCH LINER | | |
0019 1124.00 1.000 EACH| 374.65000 374.65| 1.00000 1.00|
REMOVE BUILDING AT STA. 20+79.88 TO | | |
21+11.09 RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1124.01 1.000 EACH| 2622.52000 2622.52| 800.00000 800.00|
REMOVE BUILDING AT STA. 100+46.20 LT. & | | |
RT. | | |
0021 1125.00 1.000 EACH| 1982.87000 1982.87| 315.00000 315.00|
CLEAR TRACT AT STA. 20+48.18 TO | | |
21+30.40 RT. | | |
0022 1125.01 1.000 EACH| 1472.15000 1472.15| 550.00000 550.00|
CLEAR TRACT AT STA. 99+82.07 TO | | |
100+85.77 LT. & RT. | | |
0023 1701.12 11.700 m | 33.26000 389.14| 66.00000 772.20|
300 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0024 1701.24 68.500 m | 49.53000 3392.81| 96.00000 6576.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 9110.01 30.000 HOUR| 73.00000 2190.00| 78.00000 2340.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0026 9110.03 30.000 HOUR| 58.00000 1740.00| 52.00000 1560.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0027 9110.07 30.000 HOUR| 45.50000 1365.00| 88.00000 2640.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 1,020,897.11| $ 1,308,102.94|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0028 0030.10 LUMP| 15000.00000 15000.00| 35000.00000 35000.00|
MOBILIZATION | | |
0029 1043.50 42.240 m2 | 8.00000 337.92| 8.00000 337.92|
RIPRAP FILTER FABRIC | | |
0030 4093.80 5.620 m2 | 300.00000 1686.00| 380.00000 2135.60|
WALL MATERIALS | | |
0031 4095.00 1322.000 m2 | 175.00000 231350.00| 170.00000 224740.00|
CONCRETE FACE PANELS | | |
0032 4095.10 204.000 m | 40.00000 8160.00| 45.00000 9180.00|
CONCRETE LEVELING PADS | | |
0033 4095.20 204.000 m | 170.00000 34680.00| 200.00000 40800.00|
COPING | | |
0034 4350.18 344.000 m | 42.00000 14448.00| 55.00000 18920.00|
450 mm CORRUGATED METAL PIPE | | |
0035 6105.01 11.200 Mg | 40.00000 448.00| 71.00000 795.20|
ROCK RIPRAP, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 8024.75 6060.000 m3 | 17.33000 105019.80| 6.00000 36360.00|
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 411,129.72| $ 368,268.72|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0037 P400.24 70.400 m | 90.00000 6336.00| 85.00000 5984.00|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0038 P400.36 66.000 m | 156.00000 10296.00| 185.00000 12210.00|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0039 0030.40 LUMP| 2000.00000 2000.00| 4000.00000 4000.00|
MOBILIZATION | | |
0040 1043.50 30.360 m2 | 8.00000 242.88| 10.00000 303.60|
RIPRAP FILTER FABRIC | | |
0041 4040.00 2.000 EACH| 150.00000 300.00| 150.00000 300.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0042 4050.01 191.000 m3 | 15.00000 2865.00| 5.15000 983.65|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0043 4100.06 6.600 m3 | 590.00000 3894.00| 1450.00000 9570.00|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0044 4150.00 194.700 kg | 1.50000 292.05| 1.66000 323.20|
REINFORCING STEEL FOR HEADWALL | | |
0045 4310.24 6.000 EACH| 202.00000 1212.00| 550.00000 3300.00|
600 mm FLARED-END SECTION | | |
0046 4310.36 4.000 EACH| 400.00000 1600.00| 550.00000 2200.00|
900 mm FLARED-END SECTION | | |
0047 6105.01 16.600 Mg | 40.00000 664.00| 70.00000 1162.00|
ROCK RIPRAP, TYPE A | | |
SECTION TOTALS | $ 29,701.93| $ 40,336.45|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0048 L001.01 6.000 ha | 1715.00000 10290.00| 1732.00000 10392.00|
SEEDING, TYPE A | | |
0049 L001.02 1.400 ha | 1364.00000 1909.60| 1378.00000 1929.20|
SEEDING, TYPE B | | |
0050 L001.18 1.630 ha | 3811.00000 6211.93| 3850.00000 6275.50|
SEEDING, TYPE WETLAND-HIGH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 L001.19 3.860 ha | 3340.00000 12892.40| 3375.00000 13027.50|
SEEDING, TYPE WETLAND-LOW | | |
0052 L020.07 254.000 m2 | 3.71000 942.34| 3.75000 952.50|
EROSION CONTROL, TYPE B-1 | | |
0053 L032.75 32.000 Mg | 80.00000 2560.00| 80.81000 2585.92|
MULCH | | |
0054 0030.50 LUMP| 1200.00000 1200.00| 1.00000 1.00|
MOBILIZATION | | |
SECTION TOTALS | $ 36,006.27| $ 35,163.62|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 100+30.11
PEDESTRIAN BRIDGE PLAN A. PLAN A IS THE CONCRETE ALTERNATE
| | |
0055 A018.83 2943.000 kg | 1.25000 3678.75| 1.35000 3973.05|
REINFORCING STEEL | | |
0056 0030.60 LUMP| 66000.00000 66000.00| 80000.00000 80000.00|
MOBILIZATION | | |
0057 3016.21 26.000 m2 | 350.00000 9100.00| 55.00000 1430.00|
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0058 4102.08 20.800 m3 | 400.00000 8320.00| 661.00000 13748.80|
CLASS 47BD-25 CONCRETE FOR RETAINING | | |
WALL | | |
0059 6000.20 30.000 LS | 10000.00000 10000.00| 500.00000 500.00|
PIER NO.1 EXCAVATION | | |
0060 6000.21 30.000 LS | 10000.00000 10000.00| 500.00000 500.00|
PIER NO.2 EXCAVATION | | |
0061 6002.00 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.1 EXCAVATION | | |
0062 6002.01 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.2 EXCAVATION | | |
0063 6002.02 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.3 EXCAVATION | | |
0064 6002.03 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.4 EXCAVATION | | |
0065 6002.04 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.5 EXCAVATION | | |
0066 6002.05 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.6 EXCAVATION | | |
0067 6002.06 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.7 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 6002.07 8.750 LS | 5000.00000 5000.00| 500.00000 500.00|
COLUMN FOOTING NO.8 EXCAVATION | | |
0069 6010.20 55.300 m3 | 400.00000 22120.00| 300.00000 16590.00|
CLASS 47B-25 CONCRETE FOR BRIDGE | | |
0070 6010.29 134.700 m2 | 325.00000 43777.50| 26.00000 3502.20|
CLASS 47BD-25 CONCRETE FOR BRIDGE | | |
0071 6070.00 56.700 LS | 85000.00000 85000.00| 80000.00000 80000.00|
PRECAST CONCRETE PIER WALLS | | |
0072 6070.50 143.000 LS | 120545.00000 120545.00| 110000.00000 110000.00|
PEDESTRIAN BRIDGE | | |
0073 6070.80 884.100 LS | 275000.00000 275000.00| 340000.00000 340000.00|
PRECAST/PRESTRESSED CONCRETE RAMP | | |
STRUCTURE | | |
0074 6100.00 4.000 EACH| 1500.00000 6000.00| 1000.00000 4000.00|
FLOOR DRAINS | | |
0075 6205.40 512.000 m | 60.00000 30720.00| 108.00000 55296.00|
PRESTRESSED CONCRETE PILES, TYPE I | | |
0076 6404.25 456.000 m | 200.00000 91200.00| 209.00000 95304.00|
1.5 m PEDESTRIAN RAILING (CHAIN LINK | | |
TYPE-VINYL COATED) | | |
0077 6700.15 1.000 EACH| 5000.00000 5000.00| 2512.00000 2512.00|
LIGHTING SYSTEM | | |
0078 6700.20 41.000 EACH| 1500.00000 61500.00| 553.00000 22673.00|
TYPE A LIGHT FIXTURES | | |
0079 6700.30 8.000 EACH| 3500.00000 28000.00| 1809.00000 14472.00|
TYPE B LIGHT POLES | | |
SECTION TOTALS | $ 915,961.25| $ 848,501.05|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6B BRIDGE AT STA. 20+05.615 ALT AA1
99.000 M 2 SPAN STEEL GIRDER BRIDGE
| | |
0080 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0081 0030.60 LUMP| 85000.00000 85000.00| 45000.00000 45000.00|
MOBILIZATION | | |
0082 3050.15 157.100 m3 | 245.00000 38489.50| 230.00000 36133.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0083 3051.10 11585.000 kg | 1.65000 19115.25| 1.67000 19346.95|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 6000.10 93.000 LS | 7500.00000 7500.00| 500.00000 500.00|
ABUTMENT NO.1 EXCAVATION | | |
0085 6000.11 93.000 LS | 7500.00000 7500.00| 500.00000 500.00|
ABUTMENT NO.2 EXCAVATION | | |
0086 6000.20 224.000 LS | 25000.00000 25000.00| 1250.00000 1250.00|
PIER NO.1 EXCAVATION | | |
0087 6005.35 30.400 m | 180.00000 5472.00| 200.00000 6080.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0088 6005.78 10.000 EACH| 150.00000 1500.00| 1425.00000 14250.00|
EXPANSION BEARING, TFE TYPE | | |
0089 6005.83 5.000 EACH| 150.00000 750.00| 1210.00000 6050.00|
FIXED BEARING | | |
0090 6010.22 204.900 m3 | 425.00000 87082.50| 400.00000 81960.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0091 6010.26 379.100 m3 | 435.00000 164908.50| 545.00000 206609.50|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0092 6071.11 200378.000 LS | 497611.00000 497611.00| 450000.00000 450000.00|
STEEL SUPERSTRUCTURE AT STA. 20+05.615 | | |
0093 6107.00 67.900 m2 | 100.00000 6790.00| 60.00000 4074.00|
CONCRETE SLOPE PROTECTION | | |
0094 6131.50 61437.000 kg | 1.35000 82939.95| 1.60000 98299.20|
EPOXY COATED REINFORCING STEEL | | |
0095 6200.00 383.600 m | 65.00000 24934.00| 105.00000 40278.00|
CONCRETE PILING | | |
0096 6210.50 1039.000 m | 65.00000 67535.00| 73.00000 75847.00|
PIPE PILING | | |
0097 6404.16 70.600 m | 200.00000 14120.00| 163.82000 11565.69|
1.8 m PEDESTRIAN RAILING (CHAIN LINK | | |
TYPE) | | |
0098 6601.15 60.000 m | 60.00000 3600.00| 45.25000 2715.00|
38 mm CONDUIT IN BRIDGE | | |
0099 6951.12 3360.000 EACH| 2.25000 7560.00| 2.50000 8400.00|
SHEAR CONNECTORS | | |
0100 8091.00 244.900 m3 | 40.00000 9796.00| 11.68000 2860.43|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,158,003.70| $ 1,112,518.77|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6C BRIDGE AT STA. 20+05.615 ALT AA2
99.000 M 2 SPAN PRESTRESSED GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 0020.00 1000.000 HOUR| | |
TRAINING | | |
0102 0030.60 LUMP| | |
MOBILIZATION | | |
0103 3050.15 157.100 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0104 3051.10 11585.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0105 6000.10 93.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0106 6000.11 93.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0107 6000.20 224.000 LS | | |
PIER NO.1 EXCAVATION | | |
0108 6005.35 30.400 m | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0109 6005.78 10.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0110 6005.83 10.000 EACH| | |
FIXED BEARING | | |
0111 6010.22 204.900 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0112 6010.26 406.200 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0113 6011.11 274.400 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 20+05.615 | | |
0114 6107.00 67.900 m2 | | |
CONCRETE SLOPE PROTECTION | | |
0115 6131.50 72549.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0116 6200.00 548.000 m | | |
CONCRETE PILING | | |
0117 6210.50 1349.800 m | | |
PIPE PILING | | |
0118 6404.16 70.600 m | | |
1.8 m PEDESTRIAN RAILING (CHAIN LINK | | |
TYPE) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 6601.15 60.000 m | | |
38 mm CONDUIT IN BRIDGE | | |
0120 8091.00 244.900 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0121 0030.70 LUMP| 800.00000 800.00| 808.00000 808.00|
MOBILIZATION | | |
0122 7011.20 15.240 m | 46.13000 703.02| 46.60000 710.18|
W-BEAM GUARDRAIL | | |
0123 7020.00 4.000 EACH| 1000.00000 4000.00| 1010.00000 4040.00|
BRIDGE APPROACH SECTIONS | | |
0124 7021.58 4.000 EACH| 1258.00000 5032.00| 1270.00000 5080.00|
GUARDRAIL END TREATMENT, SRT-75 | | |
SECTION TOTALS | $ 10,535.02| $ 10,638.18|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 8B ELECTRICAL
| | |
0125 A001.12 11.000 EACH| 250.00000 2750.00| 251.00000 2761.00|
PULL BOX, TYPE PB-5 | | |
0126 A009.07 1.000 EACH| 1300.00000 1300.00| 1306.00000 1306.00|
STREET LIGHTING UNIT, TYPE | | |
SL-S-12.2-1.2-0.25 | | |
0127 A009.14 19.000 EACH| 1400.00000 26600.00| 1407.00000 26733.00|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0128 A020.10 1.000 EACH| 1200.00000 1200.00| 1206.00000 1206.00|
LIGHTING CONTROL CENTER, TYPE D | | |
0129 A020.30 2.000 EACH| 3500.00000 7000.00| 3517.00000 7034.00|
LIGHTING CONTROL CENTER, TYPE R | | |
0130 A070.10 975.000 m | 7.25000 7068.75| 7.29000 7107.75|
38 mm CONDUIT IN TRENCH | | |
0131 A072.10 166.000 m | 7.25000 1203.50| 7.29000 1210.14|
38 mm CONDUIT UNDER ROADWAY | | |
0132 A080.22 1206.000 m | 0.75000 904.50| 0.75000 904.50|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0133 A080.24 2412.000 m | 1.30000 3135.60| 1.31000 3159.72|
STREET LIGHTING CABLE, NO. 6 USE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0134 0030.81 LUMP| 4500.00000 4500.00| 5700.00000 5700.00|
MOBILIZATION | | |
SECTION TOTALS | $ 55,662.35| $ 57,122.11|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 9 BITUMINOUS
| | |
0135 P402.15 165.200 m | 95.00000 15694.00| 63.00000 10407.60|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0136 0002.55 16.270 StaM| 21.85000 355.50| 25.38000 412.93|
OVERLAY BROKEN LINES | | |
0137 0002.60 32.540 StaM| 21.60000 702.86| 25.38000 825.87|
OVERLAY SOLID LINES | | |
0138 0009.00 3.000 EACH| 500.00000 1500.00| 505.00000 1515.00|
PERMANENT BARRICADE | | |
0139 0030.90 LUMP| 31117.50000 31117.50| 29797.00000 29797.00|
MOBILIZATION | | |
0140 1020.03 67.000 EACH| 16.50000 1105.50| 11.11000 744.37|
DELINEATOR, TYPE III | | |
0141 1020.20 24.000 EACH| 24.50000 588.00| 15.15000 363.60|
INSTALL CHEVRONS | | |
0142 2001.00 50.000 m3 | 12.00000 600.00| 19.97000 998.50|
GRAVEL SURFACE COURSE | | |
0143 3013.10 50.200 m | 95.00000 4769.00| 101.00000 5070.20|
CONCRETE CLASS 47B-20 BARRIER CURB | | |
0144 3014.12 1001.100 m | 70.00000 70077.00| 63.00000 63069.30|
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0145 3016.23 88.300 m2 | 35.00000 3090.50| 54.00000 4768.20|
150 mm CONCRETE CLASS 47B-20 SIDEWALKS | | |
0146 3017.40 12.000 m2 | 50.00000 600.00| 55.56000 666.72|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0147 4024.55 14.400 m | 165.00000 2376.00| 151.50000 2181.60|
FLUME SPILLWAY | | |
0148 4024.71 4.000 EACH| 2500.00000 10000.00| 1717.00000 6868.00|
CONCRETE FLUME, TYPE II | | |
0149 4024.73 6.000 EACH| 2500.00000 15000.00| 1515.00000 9090.00|
CONCRETE FLUME, TYPE IV | | |
0150 8029.86 19331.000 m2 | 3.25000 62825.75| 3.03000 58572.93|
BITUMINOUS FOUNDATION COURSE 150 mm | | |
0151 8051.00 44.000 m3 | 28.00000 1232.00| 35.35000 1555.40|
SOIL BINDER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0152 8101.40 2937.000 m2 | 5.25000 15419.25| 1.52000 4464.24|
SUBGRADE STABILIZATION | | |
0153 8111.00 0.940 StaM| 900.00000 846.00| 757.57000 712.12|
SHOULDER SUBGRADE PREPARATION | | |
0154 9005.45 11000.000 Mg | 26.45000 290950.00| 26.01000 286110.00|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0155 9009.00 203.000 m2 | 10.00000 2030.00| 3.03000 615.09|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0156 9021.08 594.000 Mg | 224.00000 133056.00| 288.38000 171297.72|
PERFORMANCE GRADED BINDER (64-28) | | |
0157 9053.00 14220.000 L | 0.36000 5119.20| 0.26000 3697.20|
TACK COAT | | |
0158 9111.00 469.000 kL | 2.00000 938.00| 3.03000 1421.07|
WATER | | |
0159 9140.00 0.940 StaM| 2000.00000 1880.00| 641.85000 603.34|
JOINT SEALING - ASPHALT TO CONCRETE | | |
0160 9170.00 45.741 StaM| 169.00000 7730.23| 151.50000 6929.76|
EARTH SHOULDER CONSTRUCTION | | |
0161 9173.20 21201.000 m2 | 0.82000 17384.82| 1.26000 26713.26|
SUBGRADE PREPARATION | | |
0162 9179.33 287.000 m2 | 6.70000 1922.90| 1.93000 553.91|
COLD MILLING, CLASS 3 | | |
0163 9179.34 6099.000 m2 | 4.30000 26225.70| 1.93000 11771.07|
COLD MILLING, CLASS 4 | | |
0164 9300.50 1.928 LS | 1000.00000 1000.00| 1000.00000 1000.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 726,135.71| $ 712,796.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 10 GENERAL ITEMS
| | |
0165 0001.08 560.000 BDAY| 0.50000 280.00| 0.50000 280.00|
BARRICADE, TYPE II | | |
0166 0001.10 9960.000 BDAY| 1.35000 13446.00| 1.36000 13545.60|
BARRICADE, TYPE III | | |
0167 0001.30 1236.000 LDAY| 1.50000 1854.00| 1.52000 1878.72|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0168 0001.90 13260.000 EACH| 0.40000 5304.00| 0.40000 5304.00|
SIGN DAY | | |
0169 0002.30 200.000 m | 1.20000 240.00| 1.02000 204.00|
PAVEMENT MARKING REMOVAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 6166 COUNTIES : LINCOLN
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : STPN-TMT-25-2(105)
====================================================================================================================================
|(1) 1809 |(2) 2329 |
|CAPITAL CONTRACTORS, INC. |BLATTNER & SONS, INC. & SUBS|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 0002.38 1500.000 m | 1.15000 1725.00| 1.17000 1755.00|
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0171 0003.10 90.000 DAY | 155.00000 13950.00| 156.00000 14040.00|
FLAGGING | | |
0172 0010.04 1.000 EACH| 6000.00000 6000.00| 1150.00000 1150.00|
FIELD OFFICE | | |
0173 0030.00 LUMP| 3500.00000 3500.00| 1000.00000 1000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 46,299.00| $ 39,157.32|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,410,332.06| $ 4,532,605.16|
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