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12/20/2002
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December 19, 2002
Contract Letting
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VENDOR RANKING CALL ORDER : F02 CONTRACT ID : 1562 COUNTIES : NEMAHA LETTING DATE : 12/19/02 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BR-3697(1) IN PERU. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2966 TCW CONSTRUCTION, INC. $ 313,731.31 100.0000% 2 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 334,843.36 106.7293% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 387,401.49 123.4819% 4 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 456,901.91 145.6348% 5 0774 DIXON CONSTRUCTION CO. $ 477,554.96 152.2178% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1562 COUNTIES : NEMAHA LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 2966 |( 2 ) 1613 |( 3 ) 0462 |TCW CONSTRUCTION, INC. |COLLINS CONTRACTING COMPANY |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 4 CONCRETE BOX CULVERT AT STA. 3+30 TWIN 10' X 12' X 106' CONCRETE BOX CULVERT | | | 0001 0001.10 1180.000 BDAY| 2.00000 2360.00| 1.20000 1416.00| 1.00000 1180.00 BARRICADE, TYPE III | | | 0002 0001.90 708.000 EACH| 0.70000 495.60| 0.60000 424.80| 0.50000 354.00 SIGN DAY | | | 0003 0001.98 472.000 EACH| 1.10000 519.20| 1.20000 566.40| 1.00000 472.00 CONTRACTOR FURNISHED SIGN | | | 0004 0030.40 LUMP| 45000.00000 45000.00| 17200.00000 17200.00| 30000.00000 30000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 400.00000 400.00| 158.60000 158.60| 100.00000 100.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 3200.00000 3200.00| 10577.00000 10577.00| 3200.00000 3200.00 GENERAL CLEARING AND GRUBBING | | | 0007 1011.00 174.000 MGAL| 3.00000 522.00| 15.90000 2766.60| 3.00000 522.00 WATER | | | 0008 1030.00 2487.000 CY | 6.97000 17334.39| 5.10000 12683.70| 6.97000 17334.39 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1060.01 162.000 EACH| 155.00000 25110.00| 250.00000 40500.00| 260.00000 42120.00 GABION, TYPE A | | | 0010 1102.00 402.000 SY | 4.40000 1768.80| 3.40000 1366.80| 4.40000 1768.80 REMOVE ASPHALT SURFACE | | | 0011 1119.00 1.000 EACH| 200.00000 200.00| 199.50000 199.50| 210.00000 210.00 REMOVE INLET | | | 0012 3016.21 96.000 SY | 2.50000 240.00| 25.20000 2419.20| 45.00000 4320.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0013 3075.32 834.000 SY | 32.40000 27021.60| 45.00000 37530.00| 58.50000 48789.00 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0014 4002.00 375.000 LB | 1.35000 506.25| 2.10000 787.50| 1.75000 656.25 CAST IRON COVER AND FRAME | | | 0015 4043.50 177.000 LF | 10.00000 1770.00| 6.00000 1062.00| 12.00000 2124.00 REMOVE SEWER PIPE | | | 0016 4051.01 1698.000 CY | 12.00000 20376.00| 12.00000 20376.00| 13.50000 22923.00 EXCAVATION FOR BOX CULVERTS | | | 0017 4093.80 558.000 SF | 13.00000 7254.00| 14.00000 7812.00| 21.17000 11812.86 WALL MATERIALS | | | 0018 4095.10 82.000 LF | 4.30000 352.60| 8.20000 672.40| 20.00000 1640.00 CONCRETE LEVELING PADS | | | 0019 4101.06 365.850 CY | 237.00000 86706.45| 266.00000 97316.10| 295.00000 107925.75 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1562 COUNTIES : NEMAHA LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 2966 |( 2 ) 1613 |( 3 ) 0462 |TCW CONSTRUCTION, INC. |COLLINS CONTRACTING COMPANY |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 4105.59 11.590 CY | 550.00000 6374.50| 452.00000 5238.68| 575.00000 6664.25 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0021 4151.00 36916.000 LB | 0.52000 19196.32| 0.53000 19565.48| 0.50000 18458.00 REINFORCING STEEL FOR BOX CULVERT | | | 0022 4155.50 370.000 LB | 1.50000 555.00| 1.00000 370.00| 0.70000 259.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0023 4384.24 79.000 LF | 25.00000 1975.00| 33.00000 2607.00| 22.50000 1777.50 24" CORRUGATED METAL SEWER PIPE | | | 0024 4460.24 2.000 EACH| 350.00000 700.00| 475.30000 950.60| 375.00000 750.00 24" CONCRETE FLARED-END SECTION | | | 0025 4600.24 307.000 LF | 38.00000 11666.00| 39.80000 12218.60| 40.00000 12280.00 24" REINFORCED CONCRETE SEWER PIPE | | | 0026 4763.00 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 12000.00000 12000.00 BYPASS PUMPING | | | 0027 6040.00 1.000 EACH| 2500.00000 2500.00| 6000.00000 6000.00| 18000.00000 18000.00 REMOVE STRUCTURE AT STA. 3+28 | | | 0028 7110.06 291.000 LF | 8.50000 2473.50| 8.40000 2444.40| 11.84000 3445.44 6 FOOT CHAIN-LINK FENCE | | | 0029 7115.06 6.000 EACH| 90.00000 540.00| 91.00000 546.00| 112.92000 677.52 END POST FOR 6 FOOT CHAIN-LINK FENCE | | | 0030 7116.06 1.000 EACH| 100.00000 100.00| 100.50000 100.50| 225.00000 225.00 CORNER POST FOR 6 FOOT CHAIN-LINK FENCE | | | 0031 8024.75 207.000 CY | 31.30000 6479.10| 16.50000 3415.50| 0.01000 2.07 SELECT GRANULAR BACKFILL FOR MSE WALL | | | 0032 8029.04 834.000 SY | 6.50000 5421.00| 17.10000 14261.40| 9.75000 8131.50 AGGREGATE FOUNDATION COURSE 4" | | | 0033 9111.00 4.000 MGAL| 5.00000 20.00| 24.00000 96.00| 25.00000 100.00 WATER | | | 0034 9170.00 4.500 STA | 460.00000 2070.00| 299.30000 1346.85| 420.00000 1890.00 EARTH SHOULDER CONSTRUCTION | | | 0035 9173.20 834.000 SY | 1.50000 1251.00| 0.50000 417.00| 2.50000 2085.00 SUBGRADE PREPARATION | | | 0036 L001.01 1.000 ACRE| 1200.00000 1200.00| 1269.20000 1269.20| 576.88000 576.88 SEEDING, TYPE A | | | 0037 L006.00 1.000 ACRE| 200.00000 200.00| 211.50000 211.50| 128.36000 128.36 COVER CROP SEEDING | | | 0038 L010.00 304.000 SY | 12.00000 3648.00| 15.50000 4712.00| 7.48000 2273.92 SODDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1562 COUNTIES : NEMAHA LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 2966 |( 2 ) 1613 |( 3 ) 0462 |TCW CONSTRUCTION, INC. |COLLINS CONTRACTING COMPANY |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 L032.75 2.250 TON | 100.00000 225.00| 105.80000 238.05| 100.00000 225.00 MULCH | | | SECTION TOTALS | $ 313,731.31| $ 334,843.36| $ 387,401.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 313,731.31| $ 334,843.36| $ 387,401.49 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F02 -6 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1562 COUNTIES : NEMAHA LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3606 |( 5 ) 0774 |( ) |DOBSON BROTHERS CONSTRUCTIO |DIXON CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 4 CONCRETE BOX CULVERT AT STA. 3+30 TWIN 10' X 12' X 106' CONCRETE BOX CULVERT | | | 0001 0001.10 1180.000 BDAY| 1.05000 1239.00| 1.00000 1180.00| BARRICADE, TYPE III | | | 0002 0001.90 708.000 EACH| 0.53000 375.24| 0.50000 354.00| SIGN DAY | | | 0003 0001.98 472.000 EACH| 1.05000 495.60| 1.00000 472.00| CONTRACTOR FURNISHED SIGN | | | 0004 0030.40 LUMP| 35000.00000 35000.00| 55000.00000 55000.00| MOBILIZATION | | | 0005 1000.00 1.000 EACH| 278.30000 278.30| 1000.00000 1000.00| LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 11372.07000 11372.07| 4500.00000 4500.00| GENERAL CLEARING AND GRUBBING | | | 0007 1011.00 174.000 MGAL| 15.29000 2660.46| 3.00000 522.00| WATER | | | 0008 1030.00 2487.000 CY | 14.30000 35564.10| 8.00000 19896.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1060.01 162.000 EACH| 375.52000 60834.24| 400.00000 64800.00| GABION, TYPE A | | | 0010 1102.00 402.000 SY | 4.77000 1917.54| 4.40000 1768.80| REMOVE ASPHALT SURFACE | | | 0011 1119.00 1.000 EACH| 402.54000 402.54| 2000.00000 2000.00| REMOVE INLET | | | 0012 3016.21 96.000 SY | 30.26000 2904.96| 30.00000 2880.00| CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0013 3075.32 834.000 SY | 42.00000 35028.00| 50.00000 41700.00| 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0014 4002.00 375.000 LB | 2.22000 832.50| 3.00000 1125.00| CAST IRON COVER AND FRAME | | | 0015 4043.50 177.000 LF | 15.92000 2817.84| 12.00000 2124.00| REMOVE SEWER PIPE | | | 0016 4051.01 1698.000 CY | 18.23000 30954.54| 10.00000 16980.00| EXCAVATION FOR BOX CULVERTS | | | 0017 4093.80 558.000 SF | 13.53000 7549.74| 21.17000 11812.86| WALL MATERIALS | | | 0018 4095.10 82.000 LF | 7.94000 651.08| 30.00000 2460.00| CONCRETE LEVELING PADS | | | 0019 4101.06 365.850 CY | 355.49000 130056.02| 360.00000 131706.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F02 -7 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1562 COUNTIES : NEMAHA LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3606 |( 5 ) 0774 |( ) |DOBSON BROTHERS CONSTRUCTIO |DIXON CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 4105.59 11.590 CY | 692.99000 8031.75| 800.00000 9272.00| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0021 4151.00 36916.000 LB | 0.78000 28794.48| 0.55000 20303.80| REINFORCING STEEL FOR BOX CULVERT | | | 0022 4155.50 370.000 LB | 0.97000 358.90| 2.00000 740.00| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0023 4384.24 79.000 LF | 39.55000 3124.45| 40.00000 3160.00| 24" CORRUGATED METAL SEWER PIPE | | | 0024 4460.24 2.000 EACH| 437.08000 874.16| 600.00000 1200.00| 24" CONCRETE FLARED-END SECTION | | | 0025 4600.24 307.000 LF | 41.98000 12887.86| 60.00000 18420.00| 24" REINFORCED CONCRETE SEWER PIPE | | | 0026 4763.00 LUMP| 7852.49000 7852.49| 7500.00000 7500.00| BYPASS PUMPING | | | 0027 6040.00 1.000 EACH| 11098.50000 11098.50| 30000.00000 30000.00| REMOVE STRUCTURE AT STA. 3+28 | | | 0028 7110.06 291.000 LF | 12.43000 3617.13| 12.00000 3492.00| 6 FOOT CHAIN-LINK FENCE | | | 0029 7115.06 6.000 EACH| 118.57000 711.42| 150.00000 900.00| END POST FOR 6 FOOT CHAIN-LINK FENCE | | | 0030 7116.06 1.000 EACH| 236.25000 236.25| 200.00000 200.00| CORNER POST FOR 6 FOOT CHAIN-LINK FENCE | | | 0031 8024.75 207.000 CY | 15.73000 3256.11| 25.00000 5175.00| SELECT GRANULAR BACKFILL FOR MSE WALL | | | 0032 8029.04 834.000 SY | 4.51000 3761.34| 7.00000 5838.00| AGGREGATE FOUNDATION COURSE 4" | | | 0033 9111.00 4.000 MGAL| 21.27000 85.08| 10.00000 40.00| WATER | | | 0034 9170.00 4.500 STA | 873.01000 3928.55| 460.00000 2070.00| EARTH SHOULDER CONSTRUCTION | | | 0035 9173.20 834.000 SY | 4.78000 3986.52| 4.00000 3336.00| SUBGRADE PREPARATION | | | 0036 L001.01 1.000 ACRE| 605.72000 605.72| 850.00000 850.00| SEEDING, TYPE A | | | 0037 L006.00 1.000 ACRE| 134.78000 134.78| 250.00000 250.00| COVER CROP SEEDING | | | 0038 L010.00 304.000 SY | 7.85000 2386.40| 7.50000 2280.00| SODDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F02 -8 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1562 COUNTIES : NEMAHA LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3606 |( 5 ) 0774 |( ) |DOBSON BROTHERS CONSTRUCTIO |DIXON CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 L032.75 2.250 TON | 105.00000 236.25| 110.00000 247.50| MULCH | | | SECTION TOTALS | $ 456,901.91| $ 477,554.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 456,901.91| $ 477,554.96| $ ====================================================================================================================================
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