NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : STPE-3125(6) ON MONASTERY ROAD, NORTH OF COLUMBUS -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2762 A & R CONSTRUCTION CO. $ 997,583.62 100.0000% 2 2252 PAULSEN, INC. $ 1,039,788.03 104.2307% 3 0751 IRVING F. JENSEN CO., INC. $ 1,113,020.24 111.5716% 4 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 1,113,440.63 111.6138% 5 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,114,766.08 111.7466% 6 0574 CONSTRUCTORS, INC. $ 1,126,468.35 112.9197% 7 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 1,136,169.59 113.8922% 8 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 1,147,504.51 115.0284% 9 2788 CASTLE CONSTRUCTION, INC. $ 1,147,697.10 115.0477% 10 3572 UPPER PLAINS CONTRACTING, INC. $ 1,199,585.81 120.2491% 11 0083 WERNER CONSTRUCTION, INC. $ 1,220,903.81 122.3861% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -3 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 2762 |( 2 ) 2252 |( 3 ) 0751 |A & R CONSTRUCTION CO. |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 7700.00000 7700.00| 8000.00000 8000.00| 20000.00000 20000.00 MOBILIZATION | | | 0002 1000.00 17.000 EACH| 110.00000 1870.00| 100.00000 1700.00| 100.00000 1700.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4100.00000 4100.00| 4000.00000 4000.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 3060.000 kL | 2.00000 6120.00| 2.00000 6120.00| 2.00000 6120.00 WATER | | | 0005 1030.00 61206.000 m3 | 2.40000 146894.40| 2.60000 159135.60| 2.40000 146894.40 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.18 202.000 m | 39.00000 7878.00| 42.00000 8484.00| 39.00000 7878.00 450 mm DRIVEWAY CULVERT PIPE | | | 0007 7017.00 19.500 m | 6.00000 117.00| 6.00000 117.00| 5.00000 97.50 REMOVE GUARDRAIL | | | 0008 7017.50 49.300 m | 6.00000 295.80| 5.50000 271.15| 5.50000 271.15 REMOVE & SALVAGE GUARDRAIL | | | 0009 L006.00 11.564 ha | 115.00000 1329.86| 60.00000 693.84| 86.00000 994.50 COVER CROP SEEDING | | | SECTION TOTALS | $ 176,305.06| $ 188,521.59| $ 187,955.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0010 0030.30 LUMP| 3500.00000 3500.00| 14000.00000 14000.00| 35400.00000 35400.00 MOBILIZATION | | | 0011 2001.00 93.000 m3 | 23.00000 2139.00| 16.00000 1488.00| 24.00000 2232.00 GRAVEL SURFACE COURSE | | | 0012 2020.00 84.000 m2 | 6.00000 504.00| 16.00000 1344.00| 7.25000 609.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0013 2021.00 6.000 EACH| 55.00000 330.00| 65.00000 390.00| 50.00000 300.00 MAILBOX POST | | | 0014 3020.24 710.000 m2 | 23.00000 16330.00| 23.00000 16330.00| 28.00000 19880.00 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0015 3075.32 30389.000 m2 | 21.85000 663999.65| 21.00000 638169.00| 23.00000 698947.00 205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0016 7018.01 49.300 m | 95.00000 4683.50| 125.00000 6162.50| 150.00000 7395.00 RESET GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -4 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 2762 |( 2 ) 2252 |( 3 ) 0751 |A & R CONSTRUCTION CO. |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 9111.00 680.000 kL | 2.00000 1360.00| 1.50000 1020.00| 3.00000 2040.00 WATER | | | 0018 9170.00 75.086 StaM| 185.00000 13890.91| 300.00000 22525.80| 272.00000 20423.39 EARTH SHOULDER CONSTRUCTION | | | 0019 9173.20 31099.000 m2 | 0.59000 18348.41| 0.60000 18659.40| 0.65000 20214.35 SUBGRADE PREPARATION | | | 0020 9179.34 22256.000 m2 | 1.52000 33829.12| 2.50000 55640.00| 2.20000 48963.20 COLD MILLING, CLASS 4 | | | SECTION TOTALS | $ 758,914.59| $ 775,728.70| $ 856,403.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 800.00000 800.00| 4000.00000 4000.00| 2500.00000 2500.00 MOBILIZATION | | | 0022 1117.00 1.000 EACH| 250.00000 250.00| 900.00000 900.00| 850.00000 850.00 REMOVE MANHOLE | | | 0023 4005.00 158.000 kg | 2.50000 395.00| 3.00000 474.00| 2.85000 450.30 CAST IRON RING AND COVER | | | 0024 4016.00 1.000 EACH| 1900.00000 1900.00| 3500.00000 3500.00| 3500.00000 3500.00 MANHOLE AT STA. 21+89.2 LT. | | | 0025 4050.01 320.000 m3 | 4.00000 1280.00| 9.00000 2880.00| 8.35000 2672.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0026 4450.24 114.000 m | 110.00000 12540.00| 140.00000 15960.00| 128.00000 14592.00 600 mm REINFORCED CONCRETE PIPE | | | 0027 4460.12 1.000 EACH| 300.00000 300.00| 400.00000 400.00| 355.00000 355.00 300 mm CONCRETE FLARED-END SECTION | | | 0028 4460.24 10.000 EACH| 385.00000 3850.00| 430.00000 4300.00| 410.00000 4100.00 600 mm CONCRETE FLARED-END SECTION | | | 0029 4600.12 38.000 m | 70.00000 2660.00| 100.00000 3800.00| 85.36000 3243.68 300 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 23,975.00| $ 36,214.00| $ 32,262.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0030 0030.50 LUMP| 800.00000 800.00| 600.00000 600.00| 500.00000 500.00 MOBILIZATION | | | 0031 L001.01 8.753 ha | 1000.00000 8753.00| 1000.00000 8753.00| 994.00000 8700.48 SEEDING, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -5 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 2762 |( 2 ) 2252 |( 3 ) 0751 |A & R CONSTRUCTION CO. |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 L001.02 2.811 ha | 900.00000 2529.90| 850.00000 2389.35| 808.00000 2271.29 SEEDING, TYPE B | | | 0033 L032.75 58.000 Mg | 98.00000 5684.00| 70.00000 4060.00| 65.00000 3770.00 MULCH | | | SECTION TOTALS | $ 17,766.90| $ 15,802.35| $ 15,241.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 5+89 6-SPAN STEEL GIRDER BRIDGE | | | 0034 0030.60 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MOBILIZATION | | | 0035 3050.15 34.588 m3 | 194.00000 6710.07| 226.00000 7816.89| 250.00000 8647.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0036 3051.10 1650.000 kg | 2.60000 4290.00| 2.25000 3712.50| 1.60000 2640.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0037 6010.26 2.000 m3 | 425.00000 850.00| 380.00000 760.00| 700.00000 1400.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0038 6020.00 180.000 kg | 3.00000 540.00| 2.00000 360.00| 2.30000 414.00 REINFORCING STEEL FOR BRIDGE | | | 0039 6030.00 1.000 EACH| 800.00000 800.00| 3000.00000 3000.00| 1000.00000 1000.00 PREPARATION OF BRIDGE AT STA. 6+27.1 | | | SECTION TOTALS | $ 13,690.07| $ 16,649.39| $ 14,601.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0040 0001.10 1440.000 BDAY| 1.65000 2376.00| 2.20000 3168.00| 1.50000 2160.00 BARRICADE, TYPE III | | | 0041 0001.90 1260.000 EACH| 0.85000 1071.00| 0.90000 1134.00| 0.75000 945.00 SIGN DAY | | | 0042 0001.99 540.000 EACH| 2.75000 1485.00| 3.00000 1620.00| 2.50000 1350.00 CONTRACTOR FURNISHED SIGN DAY | | | 0043 0010.04 1.000 EACH| 1500.00000 1500.00| 750.00000 750.00| 2000.00000 2000.00 FIELD OFFICE | | | 0044 0030.00 LUMP| 500.00000 500.00| 200.00000 200.00| 100.00000 100.00 MOBILIZATION | | | SECTION TOTALS | $ 6,932.00| $ 6,872.00| $ 6,555.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 997,583.62| $ 1,039,788.03| $ 1,113,020.24 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -6 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1613 |( 5 ) 3606 |( 6 ) 0574 |COLLINS CONTRACTING COMPANY |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 24259.00000 24259.00| 22025.00000 22025.00| 23000.00000 23000.00 MOBILIZATION | | | 0002 1000.00 17.000 EACH| 122.00000 2074.00| 250.00000 4250.00| 260.00000 4420.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 16588.00000 16588.00| 4500.00000 4500.00| 4665.00000 4665.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 3060.000 kL | 2.00000 6120.00| 2.00000 6120.00| 2.00000 6120.00 WATER | | | 0005 1030.00 61206.000 m3 | 2.55000 156075.30| 2.22000 135877.32| 2.30000 140773.80 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.18 202.000 m | 33.20000 6706.40| 42.00000 8484.00| 44.00000 8888.00 450 mm DRIVEWAY CULVERT PIPE | | | 0007 7017.00 19.500 m | 5.18000 101.01| 10.00000 195.00| 10.00000 195.00 REMOVE GUARDRAIL | | | 0008 7017.50 49.300 m | 5.70000 281.01| 55.00000 2711.50| 31.00000 1528.30 REMOVE & SALVAGE GUARDRAIL | | | 0009 L006.00 11.564 ha | 155.50000 1798.20| 86.00000 994.50| 181.00000 2093.08 COVER CROP SEEDING | | | SECTION TOTALS | $ 214,002.92| $ 185,157.32| $ 191,683.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0010 0030.30 LUMP| 75000.00000 75000.00| 65000.00000 65000.00| 45000.00000 45000.00 MOBILIZATION | | | 0011 2001.00 93.000 m3 | 9.50000 883.50| 19.45000 1808.85| 11.20000 1041.60 GRAVEL SURFACE COURSE | | | 0012 2020.00 84.000 m2 | 8.00000 672.00| 33.45000 2809.80| 11.25000 945.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0013 2021.00 6.000 EACH| 62.20000 373.20| 55.25000 331.50| 50.00000 300.00 MAILBOX POST | | | 0014 3020.24 710.000 m2 | 29.80000 21158.00| 30.85000 21903.50| 35.00000 24850.00 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0015 3075.32 30389.000 m2 | 20.80000 632091.20| 22.46000 682536.94| 22.40000 680713.60 205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0016 7018.01 49.300 m | 129.60000 6389.28| 16.40000 808.52| 130.00000 6409.00 RESET GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -7 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1613 |( 5 ) 3606 |( 6 ) 0574 |COLLINS CONTRACTING COMPANY |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 9111.00 680.000 kL | 2.00000 1360.00| 2.00000 1360.00| 2.50000 1700.00 WATER | | | 0018 9170.00 75.086 StaM| 250.00000 18771.50| 133.20000 10001.46| 225.00000 16894.35 EARTH SHOULDER CONSTRUCTION | | | 0019 9173.20 31099.000 m2 | 0.60000 18659.40| 0.99000 30788.01| 1.20000 37318.80 SUBGRADE PREPARATION | | | 0020 9179.34 22256.000 m2 | 2.21000 49185.76| 2.13000 47405.28| 2.20000 48963.20 COLD MILLING, CLASS 4 | | | SECTION TOTALS | $ 824,543.84| $ 864,753.86| $ 864,135.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 2990.00000 2990.00| 1500.00000 1500.00| 3000.00000 3000.00 MOBILIZATION | | | 0022 1117.00 1.000 EACH| 400.00000 400.00| 375.00000 375.00| 400.00000 400.00 REMOVE MANHOLE | | | 0023 4005.00 158.000 kg | 4.00000 632.00| 2.90000 458.20| 3.20000 505.60 CAST IRON RING AND COVER | | | 0024 4016.00 1.000 EACH| 2200.00000 2200.00| 2250.00000 2250.00| 2400.00000 2400.00 MANHOLE AT STA. 21+89.2 LT. | | | 0025 4050.01 320.000 m3 | 7.80000 2496.00| 5.56000 1779.20| 6.00000 1920.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0026 4450.24 114.000 m | 116.00000 13224.00| 94.95000 10824.30| 100.00000 11400.00 600 mm REINFORCED CONCRETE PIPE | | | 0027 4460.12 1.000 EACH| 378.00000 378.00| 388.20000 388.20| 420.00000 420.00 300 mm CONCRETE FLARED-END SECTION | | | 0028 4460.24 10.000 EACH| 547.00000 5470.00| 427.38000 4273.80| 450.00000 4500.00 600 mm CONCRETE FLARED-END SECTION | | | 0029 4600.12 38.000 m | 57.60000 2188.80| 59.76000 2270.88| 65.00000 2470.00 300 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 29,978.80| $ 24,119.58| $ 27,015.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0030 0030.50 LUMP| 155.50000 155.50| 500.00000 500.00| 1000.00000 1000.00 MOBILIZATION | | | 0031 L001.01 8.753 ha | 1490.30000 13044.60| 994.00000 8700.48| 1030.00000 9015.59 SEEDING, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -8 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1613 |( 5 ) 3606 |( 6 ) 0574 |COLLINS CONTRACTING COMPANY |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 L001.02 2.811 ha | 1166.30000 3278.47| 808.00000 2271.29| 840.00000 2361.24 SEEDING, TYPE B | | | 0033 L032.75 58.000 Mg | 68.40000 3967.20| 65.00000 3770.00| 74.00000 4292.00 MULCH | | | SECTION TOTALS | $ 20,445.77| $ 15,241.77| $ 16,668.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 5+89 6-SPAN STEEL GIRDER BRIDGE | | | 0034 0030.60 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0035 3050.15 34.588 m3 | 241.40000 8349.54| 248.15000 8583.01| 326.00000 11275.69 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0036 3051.10 1650.000 kg | 2.00000 3300.00| 1.82000 3003.00| 2.25000 3712.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0037 6010.26 2.000 m3 | 254.10000 508.20| 688.07000 1376.14| 830.00000 1660.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0038 6020.00 180.000 kg | 2.00000 360.00| 1.73000 311.40| 2.25000 405.00 REINFORCING STEEL FOR BRIDGE | | | 0039 6030.00 1.000 EACH| 2000.00000 2000.00| 2422.60000 2422.60| 1000.00000 1000.00 PREPARATION OF BRIDGE AT STA. 6+27.1 | | | SECTION TOTALS | $ 16,017.74| $ 16,696.15| $ 19,053.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0040 0001.10 1440.000 BDAY| 2.07000 2980.80| 1.66000 2390.40| 1.60000 2304.00 BARRICADE, TYPE III | | | 0041 0001.90 1260.000 EACH| 0.52000 655.20| 0.83000 1045.80| 0.80000 1008.00 SIGN DAY | | | 0042 0001.99 540.000 EACH| 5.18000 2797.20| 2.76000 1490.40| 2.50000 1350.00 CONTRACTOR FURNISHED SIGN DAY | | | 0043 0010.04 1.000 EACH| 1500.00000 1500.00| 3370.80000 3370.80| 2250.00000 2250.00 FIELD OFFICE | | | 0044 0030.00 LUMP| 518.36000 518.36| 500.00000 500.00| 1000.00000 1000.00 MOBILIZATION | | | SECTION TOTALS | $ 8,451.56| $ 8,797.40| $ 7,912.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,113,440.63| $ 1,114,766.08| $ 1,126,468.35 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -9 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 1416 |( 8 ) 3652 |( 9 ) 2788 |LUXA CONSTRUCTION COMPANY, |CEDAR VALLEY CORP. AND SUBS |CASTLE 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 0030.10 LUMP| 12069.71000 12069.71| 4800.00000 4800.00| 17000.00000 17000.00 MOBILIZATION | | | 0002 1000.00 17.000 EACH| 211.40000 3593.80| 50.00000 850.00| 125.00000 2125.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 2642.50000 2642.50| 3200.00000 3200.00| 9000.00000 9000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 3060.000 kL | 2.00000 6120.00| 2.00000 6120.00| 2.00000 6120.00 WATER | | | 0005 1030.00 61206.000 m3 | 2.77000 169540.62| 2.56000 156687.36| 2.83000 173212.98 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.18 202.000 m | 54.91000 11091.82| 47.00000 9494.00| 37.83000 7641.66 450 mm DRIVEWAY CULVERT PIPE | | | 0007 7017.00 19.500 m | 13.55000 264.23| 12.82000 249.99| 14.80000 288.60 REMOVE GUARDRAIL | | | 0008 7017.50 49.300 m | 10.72000 528.50| 10.14000 499.90| 13.16000 648.79 REMOVE & SALVAGE GUARDRAIL | | | 0009 L006.00 11.564 ha | 90.87000 1050.82| 86.00000 994.50| 118.61000 1371.61 COVER CROP SEEDING | | | SECTION TOTALS | $ 206,902.00| $ 182,895.75| $ 217,408.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0010 0030.30 LUMP| 47057.23000 47057.23| 61500.00000 61500.00| 29000.00000 29000.00 MOBILIZATION | | | 0011 2001.00 93.000 m3 | 18.37000 1708.41| 25.00000 2325.00| 17.01000 1581.93 GRAVEL SURFACE COURSE | | | 0012 2020.00 84.000 m2 | 5.73000 481.32| 25.00000 2100.00| 8.12000 682.08 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0013 2021.00 6.000 EACH| 52.85000 317.10| 50.00000 300.00| 60.00000 360.00 MAILBOX POST | | | 0014 3020.24 710.000 m2 | 29.27000 20781.70| 29.10000 20661.00| 30.06000 21342.60 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0015 3075.32 30389.000 m2 | 21.16000 643031.24| 23.20000 705024.80| 21.64000 657617.96 205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0016 7018.01 49.300 m | 153.54000 7569.52| 145.26000 7161.32| 157.89000 7783.98 RESET GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -10 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 1416 |( 8 ) 3652 |( 9 ) 2788 |LUXA CONSTRUCTION COMPANY, |CEDAR VALLEY CORP. AND SUBS |CASTLE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 9111.00 680.000 kL | 2.19000 1489.20| 4.00000 2720.00| 1.85000 1258.00 WATER | | | 0018 9170.00 75.086 StaM| 165.62000 12435.74| 197.00000 14791.94| 295.27000 22170.64 EARTH SHOULDER CONSTRUCTION | | | 0019 9173.20 31099.000 m2 | 2.22000 69039.78| 0.81000 25190.19| 1.50000 46648.50 SUBGRADE PREPARATION | | | 0020 9179.34 22256.000 m2 | 2.39000 53191.84| 2.15000 47850.40| 3.07000 68325.92 COLD MILLING, CLASS 4 | | | SECTION TOTALS | $ 857,103.08| $ 889,624.65| $ 856,771.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 1585.50000 1585.50| 2500.00000 2500.00| 2000.00000 2000.00 MOBILIZATION | | | 0022 1117.00 1.000 EACH| 396.38000 396.38| 850.00000 850.00| 250.00000 250.00 REMOVE MANHOLE | | | 0023 4005.00 158.000 kg | 3.07000 485.06| 2.85000 450.30| 2.65000 418.70 CAST IRON RING AND COVER | | | 0024 4016.00 1.000 EACH| 2378.25000 2378.25| 3500.00000 3500.00| 1700.00000 1700.00 MANHOLE AT STA. 21+89.2 LT. | | | 0025 4050.01 320.000 m3 | 5.88000 1881.60| 8.35000 2672.00| 5.01000 1603.20 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0026 4450.24 114.000 m | 100.36000 11441.04| 128.00000 14592.00| 115.13000 13124.82 600 mm REINFORCED CONCRETE PIPE | | | 0027 4460.12 1.000 EACH| 410.33000 410.33| 355.00000 355.00| 275.00000 275.00 300 mm CONCRETE FLARED-END SECTION | | | 0028 4460.24 10.000 EACH| 451.74000 4517.40| 410.00000 4100.00| 345.00000 3450.00 600 mm CONCRETE FLARED-END SECTION | | | 0029 4600.12 38.000 m | 63.17000 2400.46| 85.36000 3243.68| 69.08000 2625.04 300 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 25,496.02| $ 32,262.98| $ 25,446.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0030 0030.50 LUMP| 528.50000 528.50| 500.00000 500.00| 1000.00000 1000.00 MOBILIZATION | | | 0031 L001.01 8.753 ha | 1050.30000 9193.28| 994.00000 8700.48| 1037.82000 9084.04 SEEDING, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -11 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 1416 |( 8 ) 3652 |( 9 ) 2788 |LUXA CONSTRUCTION COMPANY, |CEDAR VALLEY CORP. AND SUBS |CASTLE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 L001.02 2.811 ha | 853.75000 2399.89| 808.00000 2271.29| 840.14000 2361.63 SEEDING, TYPE B | | | 0033 L032.75 58.000 Mg | 68.71000 3985.18| 65.00000 3770.00| 69.44000 4027.52 MULCH | | | SECTION TOTALS | $ 16,106.85| $ 15,241.77| $ 16,473.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 5+89 6-SPAN STEEL GIRDER BRIDGE | | | 0034 0030.60 LUMP| 633.07000 633.07| 3000.00000 3000.00| 2000.00000 2000.00 MOBILIZATION | | | 0035 3050.15 34.588 m3 | 382.72000 13237.52| 220.00000 7609.36| 353.30000 12219.94 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0036 3051.10 1650.000 kg | 2.15000 3547.50| 2.00000 3300.00| 2.76000 4554.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0037 6010.26 2.000 m3 | 582.60000 1165.20| 550.00000 1100.00| 560.28000 1120.56 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0038 6020.00 180.000 kg | 3.97000 714.60| 2.50000 450.00| 2.98000 536.40 REINFORCING STEEL FOR BRIDGE | | | 0039 6030.00 1.000 EACH| 1374.85000 1374.85| 1500.00000 1500.00| 1500.00000 1500.00 PREPARATION OF BRIDGE AT STA. 6+27.1 | | | SECTION TOTALS | $ 20,672.74| $ 16,959.36| $ 21,930.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0040 0001.10 1440.000 BDAY| 1.59000 2289.60| 2.00000 2880.00| 2.25000 3240.00 BARRICADE, TYPE III | | | 0041 0001.90 1260.000 EACH| 0.79000 995.40| 2.00000 2520.00| 0.60000 756.00 SIGN DAY | | | 0042 0001.99 540.000 EACH| 2.64000 1425.60| 3.00000 1620.00| 5.50000 2970.00 CONTRACTOR FURNISHED SIGN DAY | | | 0043 0010.04 1.000 EACH| 4278.30000 4278.30| 2500.00000 2500.00| 2000.00000 2000.00 FIELD OFFICE | | | 0044 0030.00 LUMP| 900.00000 900.00| 1000.00000 1000.00| 700.00000 700.00 MOBILIZATION | | | SECTION TOTALS | $ 9,888.90| $ 10,520.00| $ 9,666.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,136,169.59| $ 1,147,504.51| $ 1,147,697.10 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -12 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 10 ) 3572 |( 11 ) 0083 |( ) |UPPER PLAINS CONTRACTING, I |WERNER 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 0030.10 LUMP| 8000.00000 8000.00| 22025.00000 22025.00| MOBILIZATION | | | 0002 1000.00 17.000 EACH| 100.00000 1700.00| 250.00000 4250.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 3060.000 kL | 2.00000 6120.00| 2.00000 6120.00| WATER | | | 0005 1030.00 61206.000 m3 | 2.65000 162195.90| 2.22000 135877.32| EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.18 202.000 m | 49.35000 9968.70| 42.00000 8484.00| 450 mm DRIVEWAY CULVERT PIPE | | | 0007 7017.00 19.500 m | 13.50000 263.25| 10.00000 195.00| REMOVE GUARDRAIL | | | 0008 7017.50 49.300 m | 10.65000 525.05| 55.00000 2711.50| REMOVE & SALVAGE GUARDRAIL | | | 0009 L006.00 11.564 ha | 100.00000 1156.40| 175.00000 2023.70| COVER CROP SEEDING | | | SECTION TOTALS | $ 194,429.30| $ 186,186.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0010 0030.30 LUMP| 73500.00000 73500.00| 30000.00000 30000.00| MOBILIZATION | | | 0011 2001.00 93.000 m3 | 69.50000 6463.50| 11.50000 1069.50| GRAVEL SURFACE COURSE | | | 0012 2020.00 84.000 m2 | 16.80000 1411.20| 8.50000 714.00| SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0013 2021.00 6.000 EACH| 55.00000 330.00| 50.00000 300.00| MAILBOX POST | | | 0014 3020.24 710.000 m2 | 30.00000 21300.00| 26.75000 18992.50| CONCRETE CLASS 47B-25 DRIVEWAY | | | 0015 3075.32 30389.000 m2 | 23.50000 714141.50| 25.37000 770968.93| 205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0016 7018.01 49.300 m | 152.52000 7519.24| 125.00000 6162.50| RESET GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -13 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 10 ) 3572 |( 11 ) 0083 |( ) |UPPER PLAINS CONTRACTING, I |WERNER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 9111.00 680.000 kL | 9.00000 6120.00| 2.50000 1700.00| WATER | | | 0018 9170.00 75.086 StaM| 250.00000 18771.50| 295.00000 22150.37| EARTH SHOULDER CONSTRUCTION | | | 0019 9173.20 31099.000 m2 | 1.12000 34830.88| 1.62000 50380.38| SUBGRADE PREPARATION | | | 0020 9179.34 22256.000 m2 | 1.50000 33384.00| 2.50000 55640.00| COLD MILLING, CLASS 4 | | | SECTION TOTALS | $ 917,771.82| $ 958,078.18| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| MOBILIZATION | | | 0022 1117.00 1.000 EACH| 892.50000 892.50| 850.00000 850.00| REMOVE MANHOLE | | | 0023 4005.00 158.000 kg | 4.00000 632.00| 2.85000 450.30| CAST IRON RING AND COVER | | | 0024 4016.00 1.000 EACH| 4250.00000 4250.00| 3500.00000 3500.00| MANHOLE AT STA. 21+89.2 LT. | | | 0025 4050.01 320.000 m3 | 9.00000 2880.00| 8.35000 2672.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0026 4450.24 114.000 m | 135.50000 15447.00| 128.00000 14592.00| 600 mm REINFORCED CONCRETE PIPE | | | 0027 4460.12 1.000 EACH| 370.00000 370.00| 355.00000 355.00| 300 mm CONCRETE FLARED-END SECTION | | | 0028 4460.24 10.000 EACH| 430.50000 4305.00| 410.00000 4100.00| 600 mm CONCRETE FLARED-END SECTION | | | 0029 4600.12 38.000 m | 91.75000 3486.50| 85.36000 3243.68| 300 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 35,263.00| $ 32,262.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0030 0030.50 LUMP| 500.00000 500.00| 1000.00000 1000.00| MOBILIZATION | | | 0031 L001.01 8.753 ha | 1043.34000 9132.36| 994.00000 8700.48| SEEDING, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F17 -14 TABULATION OF BIDS CALL ORDER : F17 CONTRACT ID : 3004X COUNTIES : PLATTE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 10 ) 3572 |( 11 ) 0083 |( ) |UPPER PLAINS CONTRACTING, I |WERNER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 L001.02 2.811 ha | 835.75000 2349.29| 808.00000 2271.29| SEEDING, TYPE B | | | 0033 L032.75 58.000 Mg | 70.45000 4086.10| 65.00000 3770.00| MULCH | | | SECTION TOTALS | $ 16,067.75| $ 15,741.77| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 5+89 6-SPAN STEEL GIRDER BRIDGE | | | 0034 0030.60 LUMP| 500.00000 500.00| 3000.00000 3000.00| MOBILIZATION | | | 0035 3050.15 34.588 m3 | 480.00000 16602.24| 220.00000 7609.36| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0036 3051.10 1650.000 kg | 1.25000 2062.50| 2.00000 3300.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0037 6010.26 2.000 m3 | 1500.00000 3000.00| 550.00000 1100.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0038 6020.00 180.000 kg | 1.14000 205.20| 2.50000 450.00| REINFORCING STEEL FOR BRIDGE | | | 0039 6030.00 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| PREPARATION OF BRIDGE AT STA. 6+27.1 | | | SECTION TOTALS | $ 24,369.94| $ 16,959.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0040 0001.10 1440.000 BDAY| 1.60000 2304.00| 2.00000 2880.00| BARRICADE, TYPE III | | | 0041 0001.90 1260.000 EACH| 1.00000 1260.00| 0.75000 945.00| SIGN DAY | | | 0042 0001.99 540.000 EACH| 3.00000 1620.00| 2.50000 1350.00| CONTRACTOR FURNISHED SIGN DAY | | | 0043 0010.04 1.000 EACH| 6000.00000 6000.00| 1500.00000 1500.00| FIELD OFFICE | | | 0044 0030.00 LUMP| 500.00000 500.00| 5000.00000 5000.00| MOBILIZATION | | | SECTION TOTALS | $ 11,684.00| $ 11,675.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,199,585.81| $ 1,220,903.81| $ ====================================================================================================================================
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