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11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : 2 VENDOR RANKING CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 DISTRICT : 3 CUMING CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-32-7(105) N-32, WEST POINT - OAKLAND. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0086 HENNINGSEN CONST., INC. IS DETERMINED TO BE THE 0086 APPARENT LOW BIDDER BECAUSE OF DEPARTMENT TIES. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 2,241,616.70 100.0000% *2 0086 HENNINGSEN CONST., INC. $ 2,281,497.18 101.7791% 3 0880 CHRISTENSEN BROS., INC. $ 3,546,159.76 158.1965% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F12 -3 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 CUMING ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0086 |( 3 ) 0880 |HAWKINS CONSTRUCTION COMPAN |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., 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| 3620.00000 3620.00| 3000.00000 3000.00| 9000.00000 9000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 3103.00000 3103.00| 3000.00000 3000.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 75.000 MGAL| 8.00000 600.00| 8.00000 600.00| 8.00000 600.00 WATER | | | 0004 1030.00 7561.000 CY | 4.86000 36746.46| 4.70000 35536.70| 5.00000 37805.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 803.000 SY | 5.55000 4456.65| 5.00000 4015.00| 4.00000 3212.00 REMOVE PAVEMENT | | | 0006 1118.25 1.000 EACH| 317.00000 317.00| 200.00000 200.00| 200.00000 200.00 REMOVE SPLASH BASIN | | | 0007 1119.00 6.000 EACH| 277.00000 1662.00| 250.00000 1500.00| 250.00000 1500.00 REMOVE INLET | | | 0008 4050.01 81.000 CY | 5.55000 449.55| 5.00000 405.00| 5.50000 445.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0009 7017.00 1064.000 LF | 1.03000 1095.92| 1.50000 1596.00| 1.60000 1702.40 REMOVE GUARDRAIL | | | 0010 L020.00 8907.000 SY | 1.45000 12915.15| 1.40000 12469.80| 1.45000 12915.15 EROSION CONTROL | | | 0011 L022.11 631.000 LF | 2.22000 1400.82| 3.00000 1893.00| 3.20000 2019.20 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 66,366.55| $ 64,215.50| $ 73,399.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 168+91 1-40'-0" & 2-25'-0" SPANS RESTRESSED CONC I-TEE GRIDER BR | | | 0012 0030.60 LUMP| 44055.00000 44055.00| 45664.00000 45664.00| 75000.00000 75000.00 MOBILIZATION | | | 0013 1030.00 360.000 CY | 5.55000 1998.00| 5.54000 1994.40| 12.00000 4320.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0014 1043.50 70.000 SY | 1.19000 83.30| 1.19000 83.30| 3.00000 210.00 RIPRAP FILTER FABRIC | | | 0015 3050.15 190.200 CY | 149.21000 28379.74| 148.93000 28326.49| 240.00000 45648.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0016 3051.10 20790.000 LB | 0.58000 12058.20| 0.58000 12058.20| 0.60000 12474.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F12 -4 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 CUMING ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0086 |( 3 ) 0880 |HAWKINS CONSTRUCTION COMPAN |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.10 75.000 LS | 2805.00000 2805.00| 2806.00000 2806.00| 15000.00000 15000.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 75.000 LS | 2805.00000 2805.00| 2806.00000 2806.00| 15000.00000 15000.00 ABUTMENT NO.2 EXCAVATION | | | 0019 6001.50 65.000 LS | 5862.00000 5862.00| 5856.00000 5856.00| 42000.00000 42000.00 BENT NO.1 EXCAVATION | | | 0020 6001.51 65.000 LS | 5862.00000 5862.00| 5856.00000 5856.00| 42000.00000 42000.00 BENT NO.2 EXCAVATION | | | 0021 6005.35 92.700 LF | 36.24000 3359.45| 36.12000 3348.32| 60.00000 5562.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0022 6010.22 199.400 CY | 252.21000 50290.67| 252.03000 50254.78| 480.00000 95712.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0023 6010.28 114.800 CY | 265.91000 30526.47| 265.55000 30485.14| 370.00000 42476.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0024 6011.11 90.400 LS | 70692.00000 70692.00| 70404.00000 70404.00| 114000.00000 114000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 168+91 | | | 0025 6040.00 1.000 EACH| 44535.00000 44535.00| 44529.00000 44529.00| 87000.00000 87000.00 REMOVE STRUCTURE AT STA. 168+91 | | | 0026 6080.00 720.000 LB | 1.42000 1022.40| 1.42000 1022.40| 7.00000 5040.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6104.00 185.000 TON | 5.09000 941.65| 5.09000 941.65| 15.00000 2775.00 BROKEN CONCRETE RIPRAP | | | 0028 6105.02 50.000 TON | 23.48000 1174.00| 23.40000 1170.00| 30.00000 1500.00 ROCK RIPRAP, TYPE B | | | 0029 6131.50 48595.000 LB | 0.59000 28671.05| 0.59000 28671.05| 0.60000 29157.00 EPOXY COATED REINFORCING STEEL | | | 0030 6139.50 37.000 SY | 45.54000 1684.98| 45.43000 1680.91| 40.00000 1480.00 SUBSURFACE DRAINAGE MATTING | | | 0031 6210.50 4000.000 LF | 19.62000 78480.00| 19.56000 78240.00| 25.00000 100000.00 PIPE PILING | | | 0032 6310.00 2933.000 SF | 13.87000 40680.71| 13.83000 40563.39| 14.00000 41062.00 STEEL SHEET PILING | | | 0033 6510.55 30.000 LS | 2083.00000 2083.00| 2082.00000 2082.00| 12000.00000 12000.00 TEMPORARY BRIDGE SHORING | | | 0034 8091.00 130.000 CY | 15.08000 1960.40| 15.01000 1951.30| 30.00000 3900.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 460,010.02| $ 460,794.33| $ 793,316.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6A BRIDGE AT STA. 318+94 1-50'-0" & 2-45'-0" SPANS PRESTRESSED CONC I-TEE GIRDER BR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F12 -5 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 CUMING ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0086 |( 3 ) 0880 |HAWKINS CONSTRUCTION COMPAN |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 0030.60 LUMP| 54684.00000 54684.00| 54742.00000 54742.00| 95000.00000 95000.00 MOBILIZATION | | | 0036 1030.00 1550.000 CY | 5.55000 8602.50| 5.54000 8587.00| 10.00000 15500.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0037 1043.50 62.900 SY | 1.20000 75.48| 1.19000 74.85| 3.00000 188.70 RIPRAP FILTER FABRIC | | | 0038 3050.15 190.900 CY | 149.27000 28495.64| 148.99000 28442.19| 240.00000 45816.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0039 3051.10 20680.000 LB | 0.58000 11994.40| 0.58000 11994.40| 0.60000 12408.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0040 6000.10 75.000 LS | 2913.00000 2913.00| 2914.00000 2914.00| 18000.00000 18000.00 ABUTMENT NO.1 EXCAVATION | | | 0041 6000.11 75.000 LS | 2913.00000 2913.00| 2914.00000 2914.00| 18000.00000 18000.00 ABUTMENT NO.2 EXCAVATION | | | 0042 6001.50 65.000 LS | 4998.00000 4998.00| 4994.00000 4994.00| 57000.00000 57000.00 BENT NO.1 EXCAVATION | | | 0043 6001.51 65.000 LS | 4998.00000 4998.00| 4994.00000 4994.00| 57000.00000 57000.00 BENT NO.2 EXCAVATION | | | 0044 6005.35 92.700 LF | 36.24000 3359.45| 36.12000 3348.32| 60.00000 5562.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0045 6010.22 215.100 CY | 258.07000 55510.86| 257.89000 55472.14| 480.00000 103248.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0046 6010.28 170.000 CY | 270.25000 45942.50| 269.90000 45883.00| 390.00000 66300.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0047 6011.11 158.800 LS | 108352.00000 108352.00| 107913.00000 107913.00| 163000.00000 163000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 318+94 | | | 0048 6040.01 1.000 EACH| 34909.00000 34909.00| 34903.00000 34903.00| 102000.00000 102000.00 REMOVE STRUCTURE AT STA. 318+90 | | | 0049 6080.00 960.000 LB | 1.41000 1353.60| 1.41000 1353.60| 5.00000 4800.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0050 6104.00 453.000 TON | 5.09000 2305.77| 5.09000 2305.77| 15.00000 6795.00 BROKEN CONCRETE RIPRAP | | | 0051 6131.50 62335.000 LB | 0.59000 36777.65| 0.59000 36777.65| 0.50000 31167.50 EPOXY COATED REINFORCING STEEL | | | 0052 6139.50 40.000 SY | 43.11000 1724.40| 43.01000 1720.40| 40.00000 1600.00 SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F12 -6 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 CUMING ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0086 |( 3 ) 0880 |HAWKINS CONSTRUCTION COMPAN |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 6210.50 4760.000 LF | 19.88000 94628.80| 19.82000 94343.20| 22.00000 104720.00 PIPE PILING | | | 0054 6310.00 2933.300 SF | 14.14000 41476.86| 14.10000 41359.53| 14.00000 41066.20 STEEL SHEET PILING | | | 0055 6510.55 30.000 LS | 1562.00000 1562.00| 1561.00000 1561.00| 7000.00000 7000.00 TEMPORARY BRIDGE SHORING | | | 0056 8091.00 135.000 CY | 15.08000 2035.80| 15.01000 2026.35| 30.00000 4050.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 549,612.71| $ 548,623.40| $ 960,221.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6B BRIDGE AT STA. 628+79 1-130'-0" & 2-70'-0" SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0057 0030.60 LUMP| 80331.00000 80331.00| 80413.00000 80413.00| 120000.00000 120000.00 MOBILIZATION | | | 0058 1010.01 4230.000 CY | 5.55000 23476.50| 5.54000 23434.20| 3.00000 12690.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0059 1043.50 76.000 SY | 1.20000 91.20| 1.19000 90.44| 3.00000 228.00 RIPRAP FILTER FABRIC | | | 0060 3050.15 193.000 CY | 155.55000 30021.15| 155.27000 29967.11| 240.00000 46320.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0061 3051.10 26795.000 LB | 0.58000 15541.10| 0.58000 15541.10| 0.60000 16077.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0062 6000.10 90.000 LS | 4654.00000 4654.00| 4657.00000 4657.00| 27000.00000 27000.00 ABUTMENT NO.1 EXCAVATION | | | 0063 6000.11 90.000 LS | 4654.00000 4654.00| 4657.00000 4657.00| 27000.00000 27000.00 ABUTMENT NO.2 EXCAVATION | | | 0064 6000.60 40.000 LS | 14707.00000 14707.00| 14701.00000 14701.00| 82000.00000 82000.00 PIER NO.1 EXCAVATION | | | 0065 6000.61 40.000 LS | 14707.00000 14707.00| 14701.00000 14701.00| 82000.00000 82000.00 PIER NO.2 EXCAVATION | | | 0066 6005.35 92.700 LF | 36.24000 3359.45| 36.12000 3348.32| 60.00000 5562.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0067 6005.78 21.000 EACH| 488.34000 10255.14| 486.55000 10217.55| 800.00000 16800.00 EXPANSION BEARING, TFE TYPE | | | 0068 6005.83 7.000 EACH| 566.00000 3962.00| 564.00000 3948.00| 1000.00000 7000.00 FIXED BEARING | | | 0069 6010.22 174.400 CY | 344.43000 60068.59| 344.29000 60044.18| 440.00000 76736.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F12 -7 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 CUMING ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0086 |( 3 ) 0880 |HAWKINS CONSTRUCTION COMPAN |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 6010.26 369.200 CY | 286.35000 105720.42| 286.01000 105594.89| 320.00000 118144.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0071 6030.00 1.000 EACH| 68140.00000 68140.00| 66150.00000 66150.00| 149000.00000 149000.00 PREPARATION OF BRIDGE AT STA. 628+79 | | | 0072 6071.11 448565.000 LS | 285348.00000 285348.00| 284251.00000 284251.00| 354000.00000 354000.00 STEEL SUPERSTRUCTURE AT STA. 628+79 | | | 0073 6080.00 1120.000 LB | 1.94000 2172.80| 1.93000 2161.60| 7.00000 7840.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0074 6104.00 165.000 TON | 5.09000 839.85| 5.09000 839.85| 15.00000 2475.00 BROKEN CONCRETE RIPRAP | | | 0075 6131.50 101160.000 LB | 0.59000 59684.40| 0.59000 59684.40| 0.60000 60696.00 EPOXY COATED REINFORCING STEEL | | | 0076 6139.50 53.000 SY | 52.20000 2766.60| 52.21000 2767.13| 40.00000 2120.00 SUBSURFACE DRAINAGE MATTING | | | 0077 6210.50 1335.000 LF | 21.34000 28488.90| 21.27000 28395.45| 27.00000 36045.00 PIPE PILING | | | 0078 6510.55 30.000 LS | 2604.00000 2604.00| 2602.00000 2602.00| 24000.00000 24000.00 TEMPORARY BRIDGE SHORING | | | 0079 8091.00 180.000 CY | 15.08000 2714.40| 15.01000 2701.80| 30.00000 5400.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 824,307.50| $ 820,868.02| $ 1,279,133.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0080 0030.70 LUMP| 703.00000 703.00| 680.00000 680.00| 700.00000 700.00 MOBILIZATION | | | 0081 7011.20 375.000 LF | 11.43000 4286.25| 11.05000 4143.75| 12.00000 4500.00 W-BEAM GUARDRAIL | | | 0082 7019.50 1.000 EACH| 14665.00000 14665.00| 14176.00000 14176.00| 14200.00000 14200.00 IMPACT ATTENUATOR | | | 0083 7020.00 12.000 EACH| 1461.50000 17538.00| 1413.00000 16956.00| 1500.00000 18000.00 BRIDGE APPROACH SECTIONS | | | 0084 7024.27 11.000 EACH| 1330.14000 14631.54| 1286.00000 14146.00| 1300.00000 14300.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 51,823.79| $ 50,101.75| $ 51,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0085 0002.55 22.720 STA | 6.21000 141.09| 6.00000 136.32| 16.00000 363.52 OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F12 -8 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 CUMING ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0086 |( 3 ) 0880 |HAWKINS CONSTRUCTION COMPAN |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 0002.60 45.440 STA | 6.21000 282.18| 6.00000 272.64| 16.00000 727.04 OVERLAY SOLID LINES | | | 0087 0002.76 4600.000 LF | 0.52000 2392.00| 0.50000 2300.00| 0.55000 2530.00 PERMANENT PAVEMENT MARKING PAINT | | | 0088 0030.90 LUMP| 13074.00000 13074.00| 42100.00000 42100.00| 20000.00000 20000.00 MOBILIZATION | | | 0089 9005.00 100.000 TON | 51.05000 5105.00| 100.00000 10000.00| 45.00000 4500.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.375) | | | 0090 9005.44 900.000 TON | 28.32000 25488.00| 44.08000 39672.00| 54.00000 48600.00 ASPHALTIC CONCRETE, TYPE SP4(0.375) | | | 0091 9009.88 1848.000 SY | 51.72000 95578.56| 33.90000 62647.20| 35.00000 64680.00 SURFACING 10" | | | 0092 9021.08 54.000 TON | 222.62000 12021.48| 210.00000 11340.00| 230.00000 12420.00 PERFORMANCE GRADED BINDER (64-28) | | | 0093 9053.00 910.000 GAL | 0.71000 646.10| 0.90000 819.00| 1.00000 910.00 TACK COAT | | | 0094 9111.00 36.000 MGAL| 10.34000 372.24| 5.00000 180.00| 2.00000 72.00 WATER | | | 0095 9170.00 28.700 STA | 155.15000 4452.81| 250.00000 7175.00| 200.00000 5740.00 EARTH SHOULDER CONSTRUCTION | | | 0096 9173.20 1848.000 SY | 2.07000 3825.36| 2.00000 3696.00| 8.00000 14784.00 SUBGRADE PREPARATION | | | 0097 9188.50 914.000 SY | 20.69000 18910.66| 26.73000 24431.22| 23.00000 21022.00 SURFACING UNDER GUARDRAIL | | | 0098 9300.52 0.544 LS | 4137.00000 4137.00| 1500.00000 1500.00| 4000.00000 4000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 186,426.48| $ 206,269.38| $ 200,348.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0099 0001.08 5452.000 BDAY| 0.50000 2726.00| 0.50000 2726.00| 0.50000 2726.00 BARRICADE, TYPE II | | | 0100 0001.10 4568.000 BDAY| 0.93000 4248.24| 0.90000 4111.20| 1.20000 5481.60 BARRICADE, TYPE III | | | 0101 0001.75 126.000 EACH| 2.28000 287.28| 0.50000 63.00| 2.10000 264.60 TEMPORARY SIGN DAY | | | 0102 0001.90 24999.000 EACH| 0.26000 6499.74| 0.40000 9999.60| 0.65000 16249.35 SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F12 -9 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3430 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 CUMING ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0086 |( 3 ) 0880 |HAWKINS CONSTRUCTION COMPAN |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 0002.30 2600.000 LF | 0.26000 676.00| 0.25000 650.00| 0.60000 1560.00 PAVEMENT MARKING REMOVAL | | | 0104 0002.39 6100.000 LF | 1.03000 6283.00| 1.00000 6100.00| 0.85000 5185.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0105 0002.47 3000.000 LF | 0.26000 780.00| 0.25000 750.00| 0.95000 2850.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0106 0003.10 26.000 DAY | 222.38000 5781.88| 225.00000 5850.00| 200.00000 5200.00 FLAGGING | | | 0107 0003.50 1425.000 LF | 19.04000 27132.00| 30.00000 42750.00| 46.00000 65550.00 CONCRETE PROTECTION BARRIER | | | 0108 0003.56 1425.000 LF | 2.95000 4203.75| 5.00000 7125.00| 15.00000 21375.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0109 0003.70 12.000 EACH| 258.58000 3102.96| 250.00000 3000.00| 400.00000 4800.00 TEMPORARY RUMBLE STRIP | | | 0110 0003.75 3.000 EACH| 8275.00000 24825.00| 10000.00000 30000.00| 10000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL | | | 0111 0010.04 1.000 EACH| 1447.00000 1447.00| 2000.00000 2000.00| 3000.00000 3000.00 FIELD OFFICE | | | 0112 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0113 0030.00 LUMP| 8510.00000 8510.00| 10000.00000 10000.00| 18000.00000 18000.00 MOBILIZATION | | | 0114 9110.01 20.000 HOUR| 62.06000 1241.20| 45.00000 900.00| 60.00000 1200.00 RENTAL OF LOADER, FULLY OPERATED | | | 0115 9110.02 10.000 HOUR| 78.00000 780.00| 75.00000 750.00| 60.00000 600.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0116 9110.03 20.000 HOUR| 54.30000 1086.00| 45.00000 900.00| 50.00000 1000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0117 9110.06 10.000 HOUR| 103.00000 1030.00| 45.00000 450.00| 60.00000 600.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0118 9110.07 20.000 HOUR| 41.48000 829.60| 45.00000 900.00| 40.00000 800.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 103,069.65| $ 130,624.80| $ 188,041.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,241,616.70| $ 2,281,497.18| $ 3,546,159.76 ====================================================================================================================================
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