Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F30 CONTRACT ID : 6166Y 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 2329 D. H. BLATTNER & SONS, INC. AND SUBSIDIARIES $ 4,737,805.76 100.0000% 2 1809 CAPITAL CONTRACTORS, INC. $ 4,921,704.76 103.8815% NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, 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 7.000 ha | 750.00000 5250.00| 450.00000 3150.00| COVER CROP SEEDING | | | 0002 L020.00 3872.400 m2 | 1.70000 6583.08| 1.68000 6505.63| EROSION CONTROL | | | 0003 L020.01 480.000 m2 | 6.69000 3211.20| 6.62000 3177.60| EROSION CONTROL, TYPE A | | | 0004 L020.09 516.500 m2 | 16.99000 8775.34| 16.82000 8687.53| EROSION CONTROL, TYPE AAA | | | 0005 L022.25 1187.000 m | 20.62000 24475.94| 14.39000 17080.93| FABRIC SILT FENCE, TYPE COIR FIBER | | | 0006 0030.10 LUMP| 120000.00000 120000.00| 63298.00000 63298.00| MOBILIZATION | | | 0007 1009.00 LUMP| 2028.00000 2028.00| 3166.11000 3166.11| GENERAL CLEARING AND GRUBBING | | | 0008 1010.00 159080.000 m3 | 5.71000 908346.80| 4.45000 707906.00| EXCAVATION | | | 0009 1010.01 1000.000 m3 | 8.47000 8470.00| 4.22000 4220.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0010 1010.10 19009.000 m3 | 4.07000 77366.63| 4.69000 89152.21| EXCAVATION, BORROW | | | 0011 1011.00 210.000 kL | 3.82000 802.20| 4.14000 869.40| WATER | | | 0012 1011.50 80.000 HOUR| 85.00000 6800.00| 47.59000 3807.20| DISCING | | | 0013 1012.00 24.000 EACH| 125.00000 3000.00| 65.39000 1569.36| RIGHT-OF-WAY MARKERS | | | 0014 1017.00 1.727 LS | 50000.00000 50000.00| 40000.00000 40000.00| CONSTRUCTION STAKING AND SURVEYING | | | 0015 1041.00 123800.000 m2 | 0.50000 61900.00| 0.34000 42092.00| SALVAGING AND PLACING TOPSOIL | | | 0016 1090.00 1.000 EACH| 1200.00000 1200.00| 517.15000 517.15| ABANDON WELLS | | | 0017 1102.00 2759.000 m2 | 1.45000 4000.55| 3.55000 9794.45| REMOVE ASPHALT SURFACE | | | 0018 1123.00 11.300 m2 | 30.00000 339.00| 33.15000 374.60| REMOVE CONCRETE DITCH LINER | | | 0019 1124.00 1.000 EACH| 1.00000 1.00| 374.65000 374.65| REMOVE BUILDING AT STA. 20+79.88 TO | | | STA. 21+11.09 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1124.01 1.000 EACH| 800.00000 800.00| 2622.52000 2622.52| REMOVE BUILDING AT STA. 100+46.20 LT. & | | | RT. | | | 0021 1125.00 1.000 EACH| 315.00000 315.00| 1982.87000 1982.87| CLEAR TRACT AT STA. 20+48.18 TO | | | 21+30.40 RT. | | | 0022 1125.01 1.000 EACH| 550.00000 550.00| 1472.15000 1472.15| CLEAR TRACT AT STA. 99+82.07 TO | | | 100+85.77 LT. & RT. | | | 0023 1701.12 11.700 m | 66.00000 772.20| 33.26000 389.14| 300 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0024 1701.24 68.500 m | 96.00000 6576.00| 49.53000 3392.81| 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0025 9110.01 30.000 HOUR| 78.00000 2340.00| 73.00000 2190.00| RENTAL OF LOADER, FULLY OPERATED | | | 0026 9110.03 30.000 HOUR| 52.00000 1560.00| 58.00000 1740.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0027 9110.07 30.000 HOUR| 88.00000 2640.00| 45.50000 1365.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 1,308,102.94| $ 1,020,897.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALL | | | 0028 0030.10 LUMP| 35000.00000 35000.00| 15000.00000 15000.00| MOBILIZATION | | | 0029 1043.50 42.240 m2 | 8.00000 337.92| 8.00000 337.92| RIPRAP FILTER FABRIC | | | 0030 4093.80 5.620 m2 | 380.00000 2135.60| 300.00000 1686.00| WALL MATERIALS | | | 0031 4095.00 1322.000 m2 | 170.00000 224740.00| 175.00000 231350.00| CONCRETE FACE PANELS | | | 0032 4095.10 204.000 m | 45.00000 9180.00| 40.00000 8160.00| CONCRETE LEVELING PADS | | | 0033 4095.20 204.000 m | 200.00000 40800.00| 170.00000 34680.00| COPING | | | 0034 4350.18 344.000 m | 55.00000 18920.00| 42.00000 14448.00| 450 mm CORRUGATED METAL PIPE | | | 0035 6105.01 11.200 Mg | 71.00000 795.20| 40.00000 448.00| ROCK RIPRAP, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 8024.75 6060.000 m3 | 6.00000 36360.00| 17.33000 105019.80| SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 368,268.72| $ 411,129.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0037 P400.24 70.400 m | 85.00000 5984.00| 90.00000 6336.00| 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0038 P400.36 66.000 m | 185.00000 12210.00| 156.00000 10296.00| 900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0039 0030.40 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| MOBILIZATION | | | 0040 1043.50 30.360 m2 | 10.00000 303.60| 8.00000 242.88| 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 | 5.15000 983.65| 15.00000 2865.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0043 4100.06 6.600 m3 | 1450.00000 9570.00| 590.00000 3894.00| CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0044 4150.00 194.700 kg | 1.66000 323.20| 1.50000 292.05| REINFORCING STEEL FOR HEADWALL | | | 0045 4310.24 6.000 EACH| 550.00000 3300.00| 202.00000 1212.00| 600 mm FLARED-END SECTION | | | 0046 4310.36 4.000 EACH| 550.00000 2200.00| 400.00000 1600.00| 900 mm FLARED-END SECTION | | | 0047 6105.01 16.600 Mg | 70.00000 1162.00| 40.00000 664.00| ROCK RIPRAP, TYPE A | | | SECTION TOTALS | $ 40,336.45| $ 29,701.93| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0048 L001.01 6.000 ha | 1732.00000 10392.00| 1715.00000 10290.00| SEEDING, TYPE A | | | 0049 L001.02 1.400 ha | 1378.00000 1929.20| 1364.00000 1909.60| SEEDING, TYPE B | | | 0050 L001.18 1.630 ha | 3850.00000 6275.50| 3811.00000 6211.93| SEEDING, TYPE WETLAND-HIGH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 6 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 L001.19 3.860 ha | 3375.00000 13027.50| 3340.00000 12892.40| SEEDING, TYPE WETLAND-LOW | | | 0052 L020.07 254.000 m2 | 3.75000 952.50| 3.71000 942.34| EROSION CONTROL, TYPE B-1 | | | 0053 L032.75 32.000 Mg | 80.81000 2585.92| 80.00000 2560.00| MULCH | | | 0054 0030.50 LUMP| 1.00000 1.00| 1200.00000 1200.00| MOBILIZATION | | | SECTION TOTALS | $ 35,163.62| $ 36,006.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 100+30.11 PEDESTRIAN BRIDGE PLAN B. PLAN B IS THE STEEL ALTERNATE | | | 0055 A018.83 3219.000 kg | 1.35000 4345.65| 1.25000 4023.75| REINFORCING STEEL | | | 0056 0030.60 LUMP| 100000.00000 100000.00| 66000.00000 66000.00| MOBILIZATION | | | 0057 3016.21 26.000 m2 | 55.00000 1430.00| 350.00000 9100.00| CONCRETE CLASS 47B-20 SIDEWALKS | | | 0058 4102.08 20.800 m3 | 661.00000 13748.80| 400.00000 8320.00| CLASS 47BD-25 CONCRETE FOR RETAINING | | | WALL | | | 0059 6000.20 30.000 LS | 500.00000 500.00| 10000.00000 10000.00| PIER NO.1 EXCAVATION | | | 0060 6000.21 30.000 LS | 500.00000 500.00| 10000.00000 10000.00| PIER NO.2 EXCAVATION | | | 0061 6002.00 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.1 EXCAVATION | | | 0062 6002.01 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.2 EXCAVATION | | | 0063 6002.02 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.3 EXCAVATION | | | 0064 6002.03 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.4 EXCAVATION | | | 0065 6002.04 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.5 EXCAVATION | | | 0066 6002.05 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.6 EXCAVATION | | | 0067 6002.06 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.7 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 7 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 6002.07 8.750 LS | 500.00000 500.00| 5000.00000 5000.00| COLUMN FOOTING NO.8 EXCAVATION | | | 0069 6010.20 55.300 m3 | 300.00000 16590.00| 400.00000 22120.00| CLASS 47B-25 CONCRETE FOR BRIDGE | | | 0070 6010.27 2.800 m3 | 750.00000 2100.00| 325.00000 910.00| CLASS 47BD-25 CONCRETE FOR BRIDGE | | | (PEDESTALS) | | | 0071 6010.29 134.700 m2 | 26.00000 3502.20| 350.00000 47145.00| CLASS 47BD-25 CONCRETE FOR BRIDGE | | | 0072 6010.46 757.000 m2 | 21.00000 15897.00| 350.00000 264950.00| CLASS 47BD-25 CONCRETE FOR RAMPS | | | 0073 6070.00 56.700 LS | 80000.00000 80000.00| 85000.00000 85000.00| PRECAST CONCRETE PIER WALLS | | | 0074 6070.50 143.000 LS | 110000.00000 110000.00| 120545.00000 120545.00| PEDESTRIAN BRIDGE | | | 0075 6070.90 812.700 LS | 459000.00000 459000.00| 435000.00000 435000.00| PREFABRICATED STEEL RAMP | | | 0076 6070.94 57300.000 LS | 140000.00000 140000.00| 170000.00000 170000.00| STRUCTURAL STEEL FRAME FOR RAMPS | | | 0077 6100.00 4.000 EACH| 1000.00000 4000.00| 1500.00000 6000.00| FLOOR DRAINS | | | 0078 6205.40 512.000 m | 108.00000 55296.00| 60.00000 30720.00| PRESTRESSED CONCRETE PILES, TYPE I | | | 0079 6404.25 15.000 m | 209.00000 3135.00| 200.00000 3000.00| 1.5 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE-VINYL COATED) | | | 0080 6700.15 1.000 EACH| 2512.00000 2512.00| 5000.00000 5000.00| LIGHTING SYSTEM | | | 0081 6700.20 41.000 EACH| 553.00000 22673.00| 1500.00000 61500.00| TYPE A LIGHT FIXTURES | | | 0082 6700.30 8.000 EACH| 1809.00000 14472.00| 3500.00000 28000.00| TYPE B LIGHT POLES | | | SECTION TOTALS | $ 1,053,701.65| $ 1,427,333.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6B BRIDGE AT STA. 20+05.615 ALT AA1 99.000 M 2 SPAN STEEL GIRDER BRIDGE | | | 0083 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| TRAINING | | | 0084 0030.60 LUMP| 45000.00000 45000.00| 85000.00000 85000.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 8 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 3050.15 157.100 m3 | 230.00000 36133.00| 245.00000 38489.50| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0086 3051.10 11585.000 kg | 1.67000 19346.95| 1.65000 19115.25| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0087 6000.10 93.000 LS | 500.00000 500.00| 7500.00000 7500.00| ABUTMENT NO.1 EXCAVATION | | | 0088 6000.11 93.000 LS | 500.00000 500.00| 7500.00000 7500.00| ABUTMENT NO.2 EXCAVATION | | | 0089 6000.20 224.000 LS | 1250.00000 1250.00| 25000.00000 25000.00| PIER NO.1 EXCAVATION | | | 0090 6005.35 30.400 m | 200.00000 6080.00| 180.00000 5472.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0091 6005.78 10.000 EACH| 1425.00000 14250.00| 150.00000 1500.00| EXPANSION BEARING, TFE TYPE | | | 0092 6005.83 5.000 EACH| 1210.00000 6050.00| 150.00000 750.00| FIXED BEARING | | | 0093 6010.22 204.900 m3 | 400.00000 81960.00| 425.00000 87082.50| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0094 6010.26 379.100 m3 | 545.00000 206609.50| 435.00000 164908.50| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0095 6071.11 200378.000 LS | 450000.00000 450000.00| 497611.00000 497611.00| STEEL SUPERSTRUCTURE AT STA. 20+05.615 | | | 0096 6107.00 67.900 m2 | 60.00000 4074.00| 100.00000 6790.00| CONCRETE SLOPE PROTECTION | | | 0097 6131.50 61437.000 kg | 1.60000 98299.20| 1.35000 82939.95| EPOXY COATED REINFORCING STEEL | | | 0098 6200.00 383.600 m | 105.00000 40278.00| 65.00000 24934.00| CONCRETE PILING | | | 0099 6210.50 1039.000 m | 73.00000 75847.00| 65.00000 67535.00| PIPE PILING | | | 0100 6404.16 70.600 m | 163.82000 11565.69| 200.00000 14120.00| 1.8 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE) | | | 0101 6601.15 60.000 m | 45.25000 2715.00| 60.00000 3600.00| 38 mm CONDUIT IN BRIDGE | | | 0102 6951.12 3360.000 EACH| 2.50000 8400.00| 2.25000 7560.00| SHEAR CONNECTORS | | | 0103 8091.00 244.900 m3 | 11.68000 2860.43| 40.00000 9796.00| GRANULAR BACKFILL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 9 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,112,518.77| $ 1,158,003.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6C BRIDGE AT STA. 20+05.615 ALT AA2 99.000 M 2 SPAN PRESTRESSED GIRDER BRIDGE | | | 0104 0020.00 1000.000 HOUR| | | TRAINING | | | 0105 0030.60 LUMP| | | MOBILIZATION | | | 0106 3050.15 157.100 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0107 3051.10 11585.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0108 6000.10 93.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0109 6000.11 93.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0110 6000.20 224.000 LS | | | PIER NO.1 EXCAVATION | | | 0111 6005.35 30.400 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0112 6005.78 10.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0113 6005.83 10.000 EACH| | | FIXED BEARING | | | 0114 6010.22 204.900 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0115 6010.26 406.200 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0116 6011.11 274.400 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 20+05.615 | | | 0117 6107.00 67.900 m2 | | | CONCRETE SLOPE PROTECTION | | | 0118 6131.50 72549.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0119 6200.00 548.000 m | | | CONCRETE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 10 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 6210.50 1349.800 m | | | PIPE PILING | | | 0121 6404.16 70.600 m | | | 1.8 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE) | | | 0122 6601.15 60.000 m | | | 38 mm CONDUIT IN BRIDGE | | | 0123 8091.00 244.900 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ | $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 7 GUARDRAIL | | | 0124 0030.70 LUMP| 808.00000 808.00| 800.00000 800.00| MOBILIZATION | | | 0125 7011.20 15.240 m | 46.60000 710.18| 46.13000 703.02| W-BEAM GUARDRAIL | | | 0126 7020.00 4.000 EACH| 1010.00000 4040.00| 1000.00000 4000.00| BRIDGE APPROACH SECTIONS | | | 0127 7021.58 4.000 EACH| 1270.00000 5080.00| 1258.00000 5032.00| GUARDRAIL END TREATMENT, SRT-75 | | | SECTION TOTALS | $ 10,638.18| $ 10,535.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 8B ELECTRICAL | | | 0128 A001.12 11.000 EACH| 251.00000 2761.00| 250.00000 2750.00| PULL BOX, TYPE PB-5 | | | 0129 A009.07 1.000 EACH| 1306.00000 1306.00| 1300.00000 1300.00| STREET LIGHTING UNIT, TYPE | | | SL-S-12.2-1.2-0.25 | | | 0130 A009.14 19.000 EACH| 1407.00000 26733.00| 1400.00000 26600.00| STREET LIGHTING UNIT, TYPE | | | SL-BT-12.2-3.7-0.25 | | | 0131 A020.10 1.000 EACH| 1206.00000 1206.00| 1200.00000 1200.00| LIGHTING CONTROL CENTER, TYPE D | | | 0132 A020.30 2.000 EACH| 3517.00000 7034.00| 3500.00000 7000.00| LIGHTING CONTROL CENTER, TYPE R | | | 0133 A070.10 975.000 m | 7.29000 7107.75| 7.25000 7068.75| 38 mm CONDUIT IN TRENCH | | | 0134 A072.10 166.000 m | 7.29000 1210.14| 7.25000 1203.50| 38 mm CONDUIT UNDER ROADWAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 11 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 A080.22 1206.000 m | 0.75000 904.50| 0.75000 904.50| STREET LIGHTING CABLE, NO. 6 BARE | | | 0136 A080.24 2412.000 m | 1.31000 3159.72| 1.30000 3135.60| STREET LIGHTING CABLE, NO. 6 USE | | | 0137 0030.81 LUMP| 5700.00000 5700.00| 4500.00000 4500.00| MOBILIZATION | | | SECTION TOTALS | $ 57,122.11| $ 55,662.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 9 BITUMINOUS | | | 0138 P402.15 165.200 m | 63.00000 10407.60| 95.00000 15694.00| 375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0139 0002.55 16.270 StaM| 25.38000 412.93| 21.85000 355.50| OVERLAY BROKEN LINES | | | 0140 0002.60 32.540 StaM| 25.38000 825.87| 21.60000 702.86| OVERLAY SOLID LINES | | | 0141 0009.00 3.000 EACH| 505.00000 1515.00| 500.00000 1500.00| PERMANENT BARRICADE | | | 0142 0030.90 LUMP| 29797.00000 29797.00| 31117.50000 31117.50| MOBILIZATION | | | 0143 1020.03 67.000 EACH| 11.11000 744.37| 16.50000 1105.50| DELINEATOR, TYPE III | | | 0144 1020.20 24.000 EACH| 15.15000 363.60| 24.50000 588.00| INSTALL CHEVRONS | | | 0145 2001.00 50.000 m3 | 19.97000 998.50| 12.00000 600.00| GRAVEL SURFACE COURSE | | | 0146 3013.10 50.200 m | 101.00000 5070.20| 95.00000 4769.00| CONCRETE CLASS 47B-20 BARRIER CURB | | | 0147 3014.12 1001.100 m | 63.00000 63069.30| 70.00000 70077.00| COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0148 3016.23 88.300 m2 | 54.00000 4768.20| 35.00000 3090.50| 150 mm CONCRETE CLASS 47B-20 SIDEWALKS | | | 0149 3017.40 12.000 m2 | 55.56000 666.72| 50.00000 600.00| CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0150 4024.55 14.400 m | 151.50000 2181.60| 165.00000 2376.00| FLUME SPILLWAY | | | 0151 4024.71 4.000 EACH| 1717.00000 6868.00| 2500.00000 10000.00| CONCRETE FLUME, TYPE II | | | 0152 4024.73 6.000 EACH| 1515.00000 9090.00| 2500.00000 15000.00| CONCRETE FLUME, TYPE IV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 12 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 8029.86 19331.000 m2 | 3.03000 58572.93| 3.25000 62825.75| BITUMINOUS FOUNDATION COURSE 150 mm | | | 0154 8051.00 44.000 m3 | 35.35000 1555.40| 28.00000 1232.00| SOIL BINDER | | | 0155 8101.40 2937.000 m2 | 1.52000 4464.24| 5.25000 15419.25| SUBGRADE STABILIZATION | | | 0156 8111.00 0.940 StaM| 757.57000 712.12| 900.00000 846.00| SHOULDER SUBGRADE PREPARATION | | | 0157 9005.45 11000.000 Mg | 26.01000 286110.00| 26.45000 290950.00| ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0158 9009.00 203.000 m2 | 3.03000 615.09| 10.00000 2030.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0159 9021.08 594.000 Mg | 288.38000 171297.72| 224.00000 133056.00| PERFORMANCE GRADED BINDER (64-28) | | | 0160 9053.00 14220.000 L | 0.26000 3697.20| 0.36000 5119.20| TACK COAT | | | 0161 9111.00 469.000 kL | 3.03000 1421.07| 2.00000 938.00| WATER | | | 0162 9140.00 0.940 StaM| 641.85000 603.34| 2000.00000 1880.00| JOINT SEALING - ASPHALT TO CONCRETE | | | 0163 9170.00 45.741 StaM| 151.50000 6929.76| 169.00000 7730.23| EARTH SHOULDER CONSTRUCTION | | | 0164 9173.20 21201.000 m2 | 1.26000 26713.26| 0.82000 17384.82| SUBGRADE PREPARATION | | | 0165 9179.33 287.000 m2 | 1.93000 553.91| 6.70000 1922.90| COLD MILLING, CLASS 3 | | | 0166 9179.34 6099.000 m2 | 1.93000 11771.07| 4.30000 26225.70| COLD MILLING, CLASS 4 | | | 0167 9300.50 1.928 LS | 1000.00000 1000.00| 1000.00000 1000.00| ASPHALT PAVEMENT SMOOTHNESS TESTING | | | SECTION TOTALS | $ 712,796.00| $ 726,135.71| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | 0168 0001.08 560.000 BDAY| 0.50000 280.00| 0.50000 280.00| BARRICADE, TYPE II | | | 0169 0001.10 9960.000 BDAY| 1.36000 13545.60| 1.35000 13446.00| BARRICADE, TYPE III | | | 0170 0001.30 1236.000 LDAY| 1.52000 1878.72| 1.50000 1854.00| TYPE B HIGH INTENSITY WARNING LIGHT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 13 TABULATION OF BIDS CALL ORDER : F30 CONTRACT ID : 6166Y COUNTIES : LINCOLN LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6 PROJECT(S) : STPN-TMT-25-2(105) ==================================================================================================================================== |(1) 2329 |(2) 1809 | |BLATTNER & SONS, INC. & SUBS|CAPITAL CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 0001.90 13260.000 EACH| 0.40000 5304.00| 0.40000 5304.00| SIGN DAY | | | 0172 0002.30 200.000 m | 1.02000 204.00| 1.20000 240.00| PAVEMENT MARKING REMOVAL | | | 0173 0002.38 1500.000 m | 1.17000 1755.00| 1.15000 1725.00| TEMPORARY PAVEMENT MARKING, TYPE I | | | 0174 0003.10 90.000 DAY | 156.00000 14040.00| 155.00000 13950.00| FLAGGING | | | 0175 0010.04 1.000 EACH| 1150.00000 1150.00| 6000.00000 6000.00| FIELD OFFICE | | | 0176 0030.00 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| MOBILIZATION | | | SECTION TOTALS | $ 39,157.32| $ 46,299.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,737,805.76| $ 4,921,704.76| ====================================================================================================================================