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06/30/2003
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June 26, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : 2 VENDOR RANKING CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : F-71-3(1026) N-71, SCOTTSBLUFF - GERING BYPASS. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2951 AMES CONSTRUCTION, INC. $ 17,270,595.52 100.0000% 2 2207 UNITED CONTRACTORS, INC. $ 19,395,641.45 112.3044% 3 1816 COMMERCIAL CONTRACTORS EQUIPMENT, INC. $ 19,401,985.44 112.3411% 4 1419 EDWARD KRAEMER & SONS, INC. & SUBSIDIARY $ 19,798,167.94 114.6351% 5 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 21,182,111.63 122.6484% 6 1227 GILBERT CENTRAL CORP. $ 21,265,347.71 123.1304% 7 0137 JUDDS BROS. CONSTRUCTION CO. $ 21,384,836.85 123.8222% NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -3 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN 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| 600000.00000 600000.00| 694500.00000 694500.00| 750000.00000 750000.00 MOBILIZATION | | | 0002 1000.00 29.000 EACH| 120.00000 3480.00| 250.00000 7250.00| 250.00000 7250.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 25000.00000 25000.00| 76000.00000 76000.00| 101000.00000 101000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 1411543.000 CY | 1.60000 2258468.80| 1.94000 2738393.42| 1.93000 2724277.99 EXCAVATION | | | 0005 1010.10 1693092.000 CY | 1.60000 2708947.20| 1.94000 3284598.48| 1.93000 3267667.56 EXCAVATION, BORROW | | | 0006 1011.00 46570.000 MGAL| 8.00000 372560.00| 8.00000 372560.00| 8.00000 372560.00 WATER | | | 0007 1011.50 200.000 HOUR| 102.00000 20400.00| 50.00000 10000.00| 50.00000 10000.00 DISCING | | | 0008 1012.00 200.000 EACH| 88.00000 17600.00| 65.00000 13000.00| 65.00000 13000.00 RIGHT-OF-WAY MARKERS | | | 0009 1041.00 379700.000 SY | 0.25000 94925.00| 0.33000 125301.00| 0.51000 193647.00 SALVAGING AND PLACING TOPSOIL | | | 0010 1041.10 7852.000 CY | 1.39000 10914.28| 1.00000 7852.00| 1.00000 7852.00 SALVAGING AND STOCKPILING TOPSOIL | | | 0011 1090.00 3.000 EACH| 900.00000 2700.00| 750.00000 2250.00| 750.00000 2250.00 ABANDON WELLS | | | 0012 1124.00 1.000 EACH| 400.00000 400.00| 1.00000 1.00| 1.00000 1.00 REMOVE BUILDING AT STA. 8+73 RT. | | | 0013 1124.01 1.000 EACH| 400.00000 400.00| 1.00000 1.00| 1.00000 1.00 REMOVE BUILDING AT STA. 9+08 LT. | | | 0014 1124.02 1.000 EACH| 400.00000 400.00| 1.00000 1.00| 1.00000 1.00 REMOVE BUILDING AT STA. 9+32 RT. | | | 0015 1124.03 1.000 EACH| 400.00000 400.00| 1.00000 1.00| 1.00000 1.00 REMOVE BUILDING AT STA. 9+49 LT. | | | 0016 1124.04 1.000 EACH| 400.00000 400.00| 1.00000 1.00| 1.00000 1.00 REMOVE BUILDING AT STA. 401+00 LT. | | | 0017 1124.05 1.000 EACH| 560.00000 560.00| 2500.00000 2500.00| 2500.00000 2500.00 REMOVE BUILDING AT STA. 3050+70 RT. | | | 0018 1124.06 1.000 EACH| 870.00000 870.00| 1.00000 1.00| 1.00000 1.00 REMOVE BUILDING AT STA. 3176+00 RT. | | | 0019 1124.07 1.000 EACH| 400.00000 400.00| 1.00000 1.00| 1.00000 1.00 REMOVE BUILDING AT STA. 3176+74 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -4 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1125.00 1.000 EACH| 1800.00000 1800.00| 3000.00000 3000.00| 3000.00000 3000.00 CLEAR TRACT AT STA. 7+28 TO STA. 10+75 | | | LT. & RT. | | | 0021 1125.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 CLEAR TRACT AT STA. 400+70 TO STA. | | | 402+00 LT. & RT. | | | 0022 1125.02 1.000 EACH| 2300.00000 2300.00| 4000.00000 4000.00| 4000.00000 4000.00 CLEAR TRACT AT STA. 2888+42 TO STA. | | | 2892+23 LT. & RT | | | 0023 1125.03 1.000 EACH| 970.00000 970.00| 1000.00000 1000.00| 1000.00000 1000.00 CLEAR TRACT AT STA. 2911+50 TO STA. | | | 2913+50 LT. | | | 0024 1125.04 1.000 EACH| 3100.00000 3100.00| 5000.00000 5000.00| 5000.00000 5000.00 CLEAR TRACT AT STA. 3000+00 TO STA. | | | 3010+00 RT. | | | 0025 1125.05 1.000 EACH| 1800.00000 1800.00| 1000.00000 1000.00| 1000.00000 1000.00 CLEAR TRACT AT STA. 3050+00 TO STA. | | | 3051+00 RT. | | | 0026 1125.06 1.000 EACH| 2800.00000 2800.00| 1500.00000 1500.00| 1500.00000 1500.00 CLEAR TRACT AT STA. 3083+60 TO STA. | | | 3120+12 LT. & RT | | | 0027 1125.07 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 1500.00000 1500.00 CLEAR TRACT AT STA. 3155+00 TO STA. | | | 3158+00 LT. | | | 0028 1125.08 1.000 EACH| 2600.00000 2600.00| 2500.00000 2500.00| 2500.00000 2500.00 CLEAR TRACT AT STA. 3157+00 TO STA. | | | 3177+00 RT. | | | 0029 1130.00 2.000 EACH| 340.00000 680.00| 1700.00000 3400.00| 1700.00000 3400.00 REMOVE UNDERGROUND TANK | | | 0030 1136.01 2.000 EACH| 6000.00000 12000.00| 7500.00000 15000.00| 7500.00000 15000.00 REMOVE RADIO TOWER | | | 0031 1136.07 2518.000 LF | 4.00000 10072.00| 1.75000 4406.50| 1.75000 4406.50 REMOVE CONCRETE DITCH LINER | | | 0032 1136.09 265.000 LF | 10.00000 2650.00| 5.00000 1325.00| 5.00000 1325.00 REMOVE WATER LINE | | | 0033 1701.24 138.000 LF | 20.00000 2760.00| 20.00000 2760.00| 20.00000 2760.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0034 1701.30 112.000 LF | 25.50000 2856.00| 30.00000 3360.00| 30.00000 3360.00 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -5 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 2001.00 1245.000 CY | 16.50000 20542.50| 12.00000 14940.00| 12.00000 14940.00 GRAVEL SURFACE COURSE | | | 0036 2009.10 91.000 STA | 54.00000 4914.00| 90.00000 8190.00| 90.00000 8190.00 GRAVEL EMBEDMENT | | | 0037 4004.50 5670.000 LB | 1.18000 6690.60| 1.50000 8505.00| 1.50000 8505.00 CAST IRON GRATE AND FRAME | | | 0038 4105.59 14.400 CY | 1500.00000 21600.00| 400.00000 5760.00| 400.00000 5760.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0039 4155.50 875.000 LB | 0.65000 568.75| 1.00000 875.00| 1.00000 875.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0040 4310.18 50.000 EACH| 100.00000 5000.00| 170.00000 8500.00| 170.00000 8500.00 18" FLARED-END SECTION | | | 0041 4310.24 7.000 EACH| 127.00000 889.00| 225.00000 1575.00| 225.00000 1575.00 24" FLARED-END SECTION | | | 0042 4900.24 9.000 EACH| 57.00000 513.00| 750.00000 6750.00| 2000.00000 18000.00 AREA INLET SEDIMENT FILTER | | | 0043 L006.00 244.000 ACRE| 126.00000 30744.00| 75.00000 18300.00| 80.00000 19520.00 COVER CROP SEEDING | | | 0044 L020.03 6187.000 SY | 1.92000 11879.04| 1.90000 11755.30| 1.96000 12126.52 EROSION CONTROL, TYPE C | | | 0045 L021.03 266.000 BALE| 20.20000 5373.20| 20.00000 5320.00| 21.00000 5586.00 EROSION CHECKS, TYPE C | | | 0046 L021.06 35.000 BALE| 19.20000 672.00| 19.00000 665.00| 20.00000 700.00 EROSION CHECKS, TYPE HV | | | 0047 L022.25 13100.000 LF | 2.50000 32750.00| 2.50000 32750.00| 2.60000 34060.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0048 L022.26 2024.000 LF | 2.80000 5667.20| 2.80000 5667.20| 2.90000 5869.60 FABRIC SILT FENCE, LOW PROFILE, TYPE | | | COIR FIBER | | | 0049 L022.75 1078.000 LF | 6.00000 6468.00| 6.00000 6468.00| 6.20000 6683.60 TEMPORARY SILT CHECK | | | 0050 P400.18 2221.000 LF | 23.50000 52193.50| 30.00000 66630.00| 30.00000 66630.00 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0051 P400.24 857.000 LF | 26.00000 22282.00| 38.00000 32566.00| 38.00000 32566.00 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 6,397,960.07| $ 7,621,179.90| $ 7,753,849.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -6 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 0030.10 LUMP| 30000.00000 30000.00| 99000.00000 99000.00| 107500.00000 107500.00 MOBILIZATION | | | 0053 4095.00 41473.000 SF | 15.82000 656102.86| 16.00000 663568.00| 13.00000 539149.00 CONCRETE FACE PANELS | | | 0054 4095.10 1930.000 LF | 12.00000 23160.00| 15.00000 28950.00| 9.90000 19107.00 CONCRETE LEVELING PADS | | | 0055 4095.20 1971.000 LF | 40.36000 79549.56| 65.00000 128115.00| 50.70000 99929.70 COPING | | | 0056 4350.24 6048.000 LF | 10.85000 65620.80| 15.00000 90720.00| 11.80000 71366.40 24" CORRUGATED METAL PIPE | | | 0057 8024.75 29596.000 CY | 12.40000 366990.40| 16.80000 497212.80| 12.00000 355152.00 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 1,221,423.62| $ 1,507,565.80| $ 1,192,204.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0058 0030.40 LUMP| 50000.00000 50000.00| 3000.00000 3000.00| 5200.00000 5200.00 MOBILIZATION | | | 0059 1010.50 131.000 CY | 20.00000 2620.00| 20.00000 2620.00| 5.20000 681.20 REMOVAL OF UNSUITABLE MATERIAL | | | 0060 1043.61 789.000 SY | 3.00000 2367.00| 10.00000 7890.00| 1.04000 820.56 GEOTEXTILE FABRIC | | | 0061 4035.25 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 52.00000 52.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0062 4040.00 3.000 EACH| 280.00000 840.00| 150.00000 450.00| 105.00000 315.00 REMOVE HEADWALLS FROM CULVERTS | | | 0063 4045.00 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 160.00000 160.00 REMOVE STRUCTURE AT STA. 134+21 RT. | | | 0064 4045.01 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 160.00000 160.00 REMOVE STRUCTURE AT STA. 135+29 RT. | | | 0065 4045.02 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 315.00000 315.00 REMOVE STRUCTURE AT STA. 2874+57 RT. | | | 0066 4045.03 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 156.00000 156.00 REMOVE STRUCTURE AT STA. 2886+70 LT. | | | 0067 4045.04 1.000 EACH| 3300.00000 3300.00| 3000.00000 3000.00| 520.00000 520.00 REMOVE STRUCTURE AT STA. 2956+09 RT. | | | 0068 4045.05 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 315.00000 315.00 REMOVE STRUCTURE AT STA. 2956+61 RT. | | | 0069 4045.06 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 156.00000 156.00 REMOVE STRUCTURE AT STA. 2969+00 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -7 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4045.07 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 156.00000 156.00 REMOVE STRUCTURE AT STA. 2981+00 RT. | | | 0071 4045.08 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 156.00000 156.00 REMOVE STRUCTURE AT STA. 2984+30 LT. | | | 0072 4045.09 1.000 EACH| 185.00000 185.00| 2000.00000 2000.00| 156.00000 156.00 REMOVE STRUCTURE AT STA. 2998+57 LT. | | | 0073 4050.01 2719.000 CY | 8.80000 23927.20| 6.00000 16314.00| 11.50000 31268.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0074 4051.01 1748.000 CY | 10.70000 18703.60| 6.00000 10488.00| 11.50000 20102.00 EXCAVATION FOR BOX CULVERTS | | | 0075 4051.12 131.000 CY | 40.00000 5240.00| 10.00000 1310.00| 13.50000 1768.50 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0076 4100.06 2.800 CY | 1500.00000 4200.00| 400.00000 1120.00| 473.00000 1324.40 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0077 4101.06 886.930 CY | 290.00000 257209.70| 250.00000 221732.50| 242.00000 214637.06 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0078 4107.07 1.390 CY | 1250.00000 1737.50| 400.00000 556.00| 416.00000 578.24 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0079 4150.00 478.000 LB | 0.46000 219.88| 0.65000 310.70| 0.60000 286.80 REINFORCING STEEL FOR HEADWALL | | | 0080 4151.00 99534.000 LB | 0.46000 45785.64| 0.55000 54743.70| 0.60000 59720.40 REINFORCING STEEL FOR BOX CULVERT | | | 0081 4157.00 94.000 LB | 0.47000 44.18| 2.00000 188.00| 0.60000 56.40 REINFORCING STEEL FOR COLLARS | | | 0082 4310.24 26.000 EACH| 155.00000 4030.00| 200.00000 5200.00| 175.00000 4550.00 24" FLARED-END SECTION | | | 0083 4310.36 4.000 EACH| 278.00000 1112.00| 340.00000 1360.00| 360.00000 1440.00 36" FLARED-END SECTION | | | 0084 4310.42 2.000 EACH| 520.00000 1040.00| 525.00000 1050.00| 572.00000 1144.00 42" FLARED-END SECTION | | | 0085 4310.48 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 618.00000 1236.00 48" FLARED-END SECTION | | | 0086 4461.24 1.000 EACH| 80.00000 80.00| 300.00000 300.00| 520.00000 520.00 INSTALL 24" CONCRETE FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -8 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 P120.24 741.000 LF | 43.80000 32455.80| 32.50000 24082.50| 47.00000 34827.00 24" CULVERT PIPE, TYPE 2 | | | 0088 P180.30 988.000 LF | 45.20000 44657.60| 38.00000 37544.00| 64.50000 63726.00 30" CULVERT PIPE, TYPE 8 | | | 0089 P200.42 56.000 LF | 55.00000 3080.00| 49.00000 2744.00| 38.70000 2167.20 42" CULVERT PIPE, TYPE 2 OR 5 | | | 0090 P200.48 147.000 LF | 60.00000 8820.00| 52.00000 7644.00| 155.00000 22785.00 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0091 P375.54 8.000 LF | 78.00000 624.00| 57.00000 456.00| 170.00000 1360.00 54" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0092 P400.24 1524.000 LF | 27.50000 41910.00| 23.00000 35052.00| 36.60000 55778.40 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0093 P400.36 387.000 LF | 40.00000 15480.00| 34.00000 13158.00| 69.00000 26703.00 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 572,449.10| $ 471,613.40| $ 555,297.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CULVERT AT STA. 114+00 TWIN 10' X 10' REINFORCED CONCRETE BOX CULVERT | | | 0094 0030.40 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 1600.00000 1600.00 MOBILIZATION | | | 0095 1010.50 41.000 CY | 20.00000 820.00| 20.00000 820.00| 5.20000 213.20 REMOVAL OF UNSUITABLE MATERIAL | | | 0096 1043.61 247.000 SY | 3.00000 741.00| 10.00000 2470.00| 1.04000 256.88 GEOTEXTILE FABRIC | | | 0097 4051.01 445.000 CY | 11.00000 4895.00| 10.00000 4450.00| 11.44000 5090.80 EXCAVATION FOR BOX CULVERTS | | | 0098 4051.12 41.000 CY | 40.00000 1640.00| 20.00000 820.00| 13.50000 553.50 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0099 4101.06 205.620 CY | 260.00000 53461.20| 240.00000 49348.80| 242.00000 49760.04 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0100 4151.00 20367.000 LB | 0.46000 9368.82| 0.55000 11201.85| 0.57000 11609.19 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 76,926.02| $ 74,110.65| $ 69,083.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CULVERT AT STA. 2957+59 TWIN 8' X 8' REINFORCED CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -9 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 0030.40 LUMP| 15000.00000 15000.00| 3000.00000 3000.00| 3750.00000 3750.00 MOBILIZATION | | | 0102 4051.01 1992.000 CY | 11.00000 21912.00| 10.00000 19920.00| 11.40000 22708.80 EXCAVATION FOR BOX CULVERTS | | | 0103 4101.06 478.680 CY | 280.00000 134030.40| 225.00000 107703.00| 242.00000 115840.56 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0104 4151.00 52964.000 LB | 0.46000 24363.44| 0.55000 29130.20| 0.57000 30189.48 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 195,305.84| $ 159,753.20| $ 172,488.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4C CULVERT AT STA. 3021+16 TWIN 10' X 8' REINFORCED CONCRETE BOX CULVERT | | | 0105 0030.40 LUMP| 12000.00000 12000.00| 3000.00000 3000.00| 4200.00000 4200.00 MOBILIZATION | | | 0106 1010.50 117.000 CY | 20.00000 2340.00| 20.00000 2340.00| 5.20000 608.40 REMOVAL OF UNSUITABLE MATERIAL | | | 0107 1043.61 703.000 SY | 3.00000 2109.00| 10.00000 7030.00| 1.04000 731.12 GEOTEXTILE FABRIC | | | 0108 4051.01 604.000 CY | 11.00000 6644.00| 10.00000 6040.00| 11.40000 6885.60 EXCAVATION FOR BOX CULVERTS | | | 0109 4051.12 117.000 CY | 40.00000 4680.00| 20.00000 2340.00| 13.50000 1579.50 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0110 4101.06 588.990 CY | 260.00000 153137.40| 225.00000 132522.75| 242.00000 142535.58 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0111 4151.00 49185.000 LB | 0.46000 22625.10| 0.55000 27051.75| 0.57000 28035.45 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 203,535.50| $ 180,324.50| $ 184,575.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 4D CULVERT AT STA. 3179+46 QUADRUPLE 10' X 9' REINFORCED CONCRETE BOX CULVERT | | | 0112 0030.40 LUMP| 15000.00000 15000.00| 3000.00000 3000.00| 4200.00000 4200.00 MOBILIZATION | | | 0113 1010.50 157.000 CY | 20.00000 3140.00| 20.00000 3140.00| 5.20000 816.40 REMOVAL OF UNSUITABLE MATERIAL | | | 0114 1043.61 944.000 SY | 3.00000 2832.00| 10.00000 9440.00| 1.04000 981.76 GEOTEXTILE FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -10 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 4051.01 1300.000 CY | 11.00000 14300.00| 10.00000 13000.00| 11.40000 14820.00 EXCAVATION FOR BOX CULVERTS | | | 0116 4051.12 157.000 CY | 40.00000 6280.00| 10.00000 1570.00| 13.50000 2119.50 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0117 4101.06 547.090 CY | 268.00000 146620.12| 220.00000 120359.80| 257.00000 140602.13 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0118 4151.00 63919.000 LB | 0.46000 29402.74| 0.55000 35155.45| 0.57000 36433.83 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 217,574.86| $ 185,665.25| $ 199,973.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 5 SEEDING | | | 0119 0030.50 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 4500.00000 4500.00 MOBILIZATION | | | 0120 L001.01 95.000 ACRE| 536.00000 50920.00| 530.00000 50350.00| 546.00000 51870.00 SEEDING, TYPE A | | | 0121 L032.75 214.000 TON | 86.00000 18404.00| 85.00000 18190.00| 88.00000 18832.00 MULCH | | | SECTION TOTALS | $ 70,824.00| $ 70,040.00| $ 75,202.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6 BRIDGE AT STA. 3012+88.06 LT. 1-105' & 2-60' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0122 0030.60 LUMP| | | 71700.00000 71700.00 MOBILIZATION | | | 0123 3050.15 163.800 CY | | | 180.00000 29484.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0124 3051.10 21160.000 LB | | | 0.58000 12272.80 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0125 6000.10 25.000 LS | | | 3400.00000 3400.00 ABUTMENT NO.1 EXCAVATION | | | 0126 6000.11 25.000 LS | | | 3400.00000 3400.00 ABUTMENT NO.2 EXCAVATION | | | 0127 6000.20 54.000 LS | | | 16200.00000 16200.00 PIER NO.1 EXCAVATION | | | 0128 6000.21 54.000 LS | | | 14000.00000 14000.00 PIER NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -11 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 6005.35 120.400 LF | | | 33.50000 4033.40 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0130 6005.60 8.000 EACH| | | 1300.00000 10400.00 ELASTOMERIC BEARING | | | 0131 6010.22 370.800 CY | | | 240.00000 88992.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0132 6010.26 340.400 CY | | | 355.00000 120842.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0133 6071.12 285550.000 LS | | | 170400.00000 170400.00 STEEL SUPERSTRUCTURE AT STA. 3012+88.06 | | | LT. | | | 0134 6107.00 943.000 SY | | | 37.00000 34891.00 CONCRETE SLOPE PROTECTION | | | 0135 6131.50 103805.000 LB | | | 0.58000 60206.90 EPOXY COATED REINFORCING STEEL | | | 0136 6210.50 2700.000 LF | | | 27.30000 73710.00 PIPE PILING | | | 0137 6602.31 1721.500 LS | | | 15000.00000 15000.00 CONCRETE COATING | | | 0138 8091.00 175.000 CY | | | 17.00000 2975.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 731,907.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6A BRIDGE AT STA. 3012+88.06 RT. 1-105' & 2-60' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0139 0030.60 LUMP| | | 72500.00000 72500.00 MOBILIZATION | | | 0140 3050.15 161.800 CY | | | 190.00000 30742.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0141 3051.10 20775.000 LB | | | 0.58000 12049.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0142 6000.10 15.000 LS | | | 3400.00000 3400.00 ABUTMENT NO.1 EXCAVATION | | | 0143 6000.11 15.000 LS | | | 3400.00000 3400.00 ABUTMENT NO.2 EXCAVATION | | | 0144 6000.20 50.000 LS | | | 16200.00000 16200.00 PIER NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -12 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 6000.21 50.000 LS | | | 14300.00000 14300.00 PIER NO.2 EXCAVATION | | | 0146 6005.35 117.700 LF | | | 33.50000 3942.95 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0147 6005.60 8.000 EACH| | | 1300.00000 10400.00 ELASTOMERIC BEARING | | | 0148 6010.22 396.100 CY | | | 244.00000 96648.40 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0149 6010.26 331.800 CY | | | 366.00000 121438.80 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0150 6071.12 279440.000 LS | | | 170200.00000 170200.00 STEEL SUPERSTRUCTURE AT STA. 3012+88.06 | | | RT. | | | 0151 6107.00 943.000 SY | | | 38.00000 35834.00 CONCRETE SLOPE PROTECTION | | | 0152 6131.50 104010.000 LB | | | 0.58000 60325.80 EPOXY COATED REINFORCING STEEL | | | 0153 6210.50 2700.000 LF | | | 26.00000 70200.00 PIPE PILING | | | 0154 6602.31 1721.500 LS | | | 15000.00000 15000.00 CONCRETE COATING | | | 0155 8091.00 200.000 CY | | | 17.00000 3400.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 739,981.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6B BRIDGE AT STA. 3012+88.06 LT. 1-105' & 2-60' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0156 0030.60 LUMP| 60000.00000 60000.00| 65000.00000 65000.00| MOBILIZATION | | | 0157 3050.15 163.800 CY | 280.00000 45864.00| 160.00000 26208.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0158 3051.10 21100.000 LB | 0.50000 10550.00| 0.55000 11605.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0159 6000.10 25.000 LS | 5500.00000 5500.00| 3000.00000 3000.00| ABUTMENT NO.1 EXCAVATION | | | 0160 6000.11 25.000 LS | 5500.00000 5500.00| 3000.00000 3000.00| ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -13 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 6000.20 54.000 LS | 550.00000 550.00| 12000.00000 12000.00| PIER NO.1 EXCAVATION | | | 0162 6000.21 54.000 LS | 550.00000 550.00| 12000.00000 12000.00| PIER NO.2 EXCAVATION | | | 0163 6005.35 120.400 LF | 18.00000 2167.20| 50.00000 6020.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0164 6005.60 8.000 EACH| 530.00000 4240.00| 800.00000 6400.00| ELASTOMERIC BEARING | | | 0165 6010.22 425.900 CY | 245.00000 104345.50| 300.00000 127770.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0166 6010.26 399.400 CY | 300.00000 119820.00| 300.00000 119820.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0167 6011.11 157.600 LS | 110000.00000 110000.00| 138000.00000 138000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3012+88.06 LT. | | | 0168 6095.00 12.000 EACH| 500.00000 6000.00| 400.00000 4800.00| STEEL DIAPHRAGM | | | 0169 6107.00 945.000 SY | 34.00000 32130.00| 40.00000 37800.00| CONCRETE SLOPE PROTECTION | | | 0170 6131.50 112775.000 LB | 0.52000 58643.00| 0.55000 62026.25| EPOXY COATED REINFORCING STEEL | | | 0171 6210.50 3040.000 LF | 23.50000 71440.00| 19.00000 57760.00| PIPE PILING | | | 0172 6602.31 2449.500 LS | 26100.00000 26100.00| 16000.00000 16000.00| CONCRETE COATING | | | 0173 8091.00 200.000 CY | 24.00000 4800.00| 15.00000 3000.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 668,199.70| $ 712,209.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6C BRIDGE AT STA. 3012+88.06 RT. 1-105' & 2-60' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0174 0030.60 LUMP| 60000.00000 60000.00| 61000.00000 61000.00| MOBILIZATION | | | 0175 3050.15 161.800 CY | 280.00000 45304.00| 160.00000 25888.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0176 3051.10 20780.000 LB | 0.50000 10390.00| 0.55000 11429.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -14 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 6000.10 15.000 LS | 5500.00000 5500.00| 3000.00000 3000.00| ABUTMENT NO.1 EXCAVATION | | | 0178 6000.11 15.000 LS | 5500.00000 5500.00| 3000.00000 3000.00| ABUTMENT NO.2 EXCAVATION | | | 0179 6000.20 50.000 LS | 550.00000 550.00| 12000.00000 12000.00| PIER NO.1 EXCAVATION | | | 0180 6000.21 50.000 LS | 550.00000 550.00| 12000.00000 12000.00| PIER NO.2 EXCAVATION | | | 0181 6005.35 117.700 LF | 18.00000 2118.60| 50.00000 5885.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0182 6005.60 8.000 EACH| 500.00000 4000.00| 800.00000 6400.00| ELASTOMERIC BEARING | | | 0183 6010.22 455.200 CY | 245.00000 111524.00| 300.00000 136560.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0184 6010.26 389.600 CY | 300.00000 116880.00| 300.00000 116880.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0185 6011.11 153.800 LS | 110000.00000 110000.00| 138000.00000 138000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3012+88.06 RT. | | | 0186 6095.00 12.000 EACH| 500.00000 6000.00| 400.00000 4800.00| STEEL DIAPHRAGM | | | 0187 6107.00 945.000 SY | 34.00000 32130.00| 40.00000 37800.00| CONCRETE SLOPE PROTECTION | | | 0188 6131.50 113055.000 LB | 0.50000 56527.50| 0.55000 62180.25| EPOXY COATED REINFORCING STEEL | | | 0189 6210.50 3040.000 LF | 24.62000 74844.80| 19.00000 57760.00| PIPE PILING | | | 0190 6602.31 2449.500 LS | 26100.00000 26100.00| 16000.00000 16000.00| CONCRETE COATING | | | 0191 8091.00 200.000 CY | 24.00000 4800.00| 15.00000 3000.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 672,718.90| $ 713,582.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 6D BRIDGE AT STA. 3045+27.86 LT. 2-155' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0192 0030.60 LUMP| 80000.00000 80000.00| 73000.00000 73000.00| 100000.00000 100000.00 MOBILIZATION | | | 0193 3050.15 236.000 CY | 230.00000 54280.00| 160.00000 37760.00| 190.00000 44840.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -15 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 3051.10 26895.000 LB | 0.52000 13985.40| 0.55000 14792.25| 0.58000 15599.10 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0195 6000.10 5.000 LS | 6700.00000 6700.00| 3000.00000 3000.00| 3900.00000 3900.00 ABUTMENT NO.1 EXCAVATION | | | 0196 6000.11 5.000 LS | 6700.00000 6700.00| 3000.00000 3000.00| 3900.00000 3900.00 ABUTMENT NO.2 EXCAVATION | | | 0197 6000.20 130.000 LS | 1600.00000 1600.00| 35000.00000 35000.00| 26600.00000 26600.00 PIER NO.1 EXCAVATION | | | 0198 6005.35 103.000 LF | 18.00000 1854.00| 50.00000 5150.00| 33.50000 3450.50 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0199 6005.83 6.000 EACH| 1500.00000 9000.00| 800.00000 4800.00| 1800.00000 10800.00 FIXED BEARING | | | 0200 6010.22 313.000 CY | 285.00000 89205.00| 300.00000 93900.00| 230.00000 71990.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0201 6010.26 439.500 CY | 325.00000 142837.50| 300.00000 131850.00| 412.00000 181074.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0202 6071.11 499243.000 LS | 395000.00000 395000.00| 475000.00000 475000.00| 370000.00000 370000.00 STEEL SUPERSTRUCTURE AT STA. 3045+27.86 | | | LT. | | | 0203 6080.00 2072.500 LB | 3.30000 6839.25| 2.50000 5181.25| 3.00000 6217.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0204 6107.00 40.500 SY | 60.00000 2430.00| 100.00000 4050.00| 38.00000 1539.00 CONCRETE SLOPE PROTECTION | | | 0205 6131.50 134410.000 LB | 0.52000 69893.20| 0.55000 73925.50| 0.58000 77957.80 EPOXY COATED REINFORCING STEEL | | | 0206 6139.50 111.000 SY | 22.00000 2442.00| 35.00000 3885.00| 21.00000 2331.00 SUBSURFACE DRAINAGE MATTING | | | 0207 6210.50 4030.000 LF | 21.80000 87854.00| 19.00000 76570.00| 25.00000 100750.00 PIPE PILING | | | 0208 6404.16 143.000 LF | 36.50000 5219.50| 42.00000 6006.00| 40.00000 5720.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0209 6602.31 2773.000 LS | 29600.00000 29600.00| 18000.00000 18000.00| 24800.00000 24800.00 CONCRETE COATING | | | 0210 8091.00 387.000 CY | 24.00000 9288.00| 15.00000 5805.00| 17.00000 6579.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,014,727.85| $ 1,070,675.00| $ 1,058,047.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 6E BRIDGE AT STA. 3045+27.86 RT. 2-155' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -16 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0211 0030.60 LUMP| 80000.00000 80000.00| 73000.00000 73000.00| 100000.00000 100000.00 MOBILIZATION | | | 0212 3050.15 236.000 CY | 230.00000 54280.00| 160.00000 37760.00| 180.00000 42480.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0213 3051.10 26895.000 LB | 0.52000 13985.40| 0.55000 14792.25| 0.58000 15599.10 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0214 6000.10 5.000 LS | 6700.00000 6700.00| 3000.00000 3000.00| 3900.00000 3900.00 ABUTMENT NO.1 EXCAVATION | | | 0215 6000.11 5.000 LS | 6700.00000 6700.00| 3000.00000 3000.00| 3900.00000 3900.00 ABUTMENT NO.2 EXCAVATION | | | 0216 6000.20 130.000 LS | 1600.00000 1600.00| 35000.00000 35000.00| 23000.00000 23000.00 PIER NO.1 EXCAVATION | | | 0217 6005.35 103.000 LF | 18.00000 1854.00| 50.00000 5150.00| 33.50000 3450.50 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0218 6005.83 6.000 EACH| 1500.00000 9000.00| 800.00000 4800.00| 1800.00000 10800.00 FIXED BEARING | | | 0219 6010.22 313.000 CY | 300.00000 93900.00| 300.00000 93900.00| 220.00000 68860.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0220 6010.26 439.500 CY | 325.00000 142837.50| 300.00000 131850.00| 417.00000 183271.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0221 6071.11 499243.000 LS | 395000.00000 395000.00| 475000.00000 475000.00| 370000.00000 370000.00 STEEL SUPERSTRUCTURE AT STA. 3045+27.86 | | | RT. | | | 0222 6080.00 2072.500 LB | 3.30000 6839.25| 2.50000 5181.25| 3.00000 6217.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0223 6107.00 40.500 SY | 60.00000 2430.00| 100.00000 4050.00| 38.00000 1539.00 CONCRETE SLOPE PROTECTION | | | 0224 6131.50 134410.000 LB | 0.52000 69893.20| 0.55000 73925.50| 0.58000 77957.80 EPOXY COATED REINFORCING STEEL | | | 0225 6139.50 111.000 SY | 22.00000 2442.00| 35.00000 3885.00| 21.00000 2331.00 SUBSURFACE DRAINAGE MATTING | | | 0226 6210.50 4020.000 LF | 21.80000 87636.00| 19.00000 76380.00| 25.00000 100500.00 PIPE PILING | | | 0227 6404.16 143.000 LF | 36.50000 5219.50| 42.00000 6006.00| 40.00000 5720.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0228 6602.31 2773.000 LS | 29600.00000 29600.00| 18000.00000 18000.00| 24800.00000 24800.00 CONCRETE COATING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -17 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 8091.00 387.000 CY | 24.00000 9288.00| 15.00000 5805.00| 17.00000 6579.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,019,204.85| $ 1,070,485.00| $ 1,050,905.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 6F BRIDGE AT STA. 3118+65.53 LT. 2-100' & 2-120' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0230 0030.60 LUMP| | | MOBILIZATION | | | 0231 1010.01 1090.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0232 1043.50 1654.000 SY | | | RIPRAP FILTER FABRIC | | | 0233 3050.15 185.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0234 3051.10 19115.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0235 6000.10 30.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0236 6000.11 30.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0237 6005.35 81.000 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0238 6005.78 20.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0239 6005.83 5.000 EACH| | | FIXED BEARING | | | 0240 6010.22 224.300 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0241 6010.26 521.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0242 6071.12 537140.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 3118+65.53 | | | LT. | | | 0243 6080.00 2890.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0244 6105.03 2000.000 TON | | | ROCK RIPRAP, TYPE C | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -18 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 6131.50 141900.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0246 6139.50 56.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0247 6210.50 1250.000 LF | | | PIPE PILING | | | 0248 6251.50 660.000 LF | | | DRILLED SHAFT 60" | | | 0249 6310.00 2420.000 SF | | | STEEL SHEET PILING | | | 0250 8091.00 330.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 6G BRIDGE AT STA. 3118+65.53 RT. 2-100' & 2-120' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0251 0030.60 LUMP| | | MOBILIZATION | | | 0252 1010.01 620.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0253 1043.50 1284.000 SY | | | RIPRAP FILTER FABRIC | | | 0254 3050.15 185.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0255 3051.10 19115.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0256 6000.10 30.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0257 6000.11 30.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0258 6005.35 81.000 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0259 6005.78 20.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0260 6005.83 5.000 EACH| | | FIXED BEARING | | | 0261 6010.22 224.000 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -19 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0262 6010.26 521.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0263 6071.12 537140.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 3118+65.53 | | | RT. | | | 0264 6080.00 2890.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0265 6105.03 3000.000 TON | | | ROCK RIPRAP, TYPE C | | | 0266 6131.50 141900.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0267 6139.50 56.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0268 6210.50 1250.000 LF | | | PIPE PILING | | | 0269 6251.50 660.000 LF | | | DRILLED SHAFT 60" | | | 0270 6310.00 2420.000 SF | | | STEEL SHEET PILING | | | 0271 8091.00 330.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 GROUP 6H BRIDGE AT STA. 3118+65.53 LT. 2-100' & 2-120' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0272 0030.60 LUMP| 60000.00000 60000.00| 118000.00000 118000.00| 123000.00000 123000.00 MOBILIZATION | | | 0273 1010.01 1090.000 CY | 4.00000 4360.00| 5.00000 5450.00| 5.00000 5450.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0274 1043.50 1654.000 SY | 1.82000 3010.28| 2.00000 3308.00| 1.80000 2977.20 RIPRAP FILTER FABRIC | | | 0275 3050.15 185.600 CY | 245.00000 45472.00| 160.00000 29696.00| 190.00000 35264.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0276 3051.10 19120.000 LB | 0.50000 9560.00| 0.55000 10516.00| 0.58000 11089.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0277 6000.10 35.000 LS | 5000.00000 5000.00| 3000.00000 3000.00| 3800.00000 3800.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -20 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0278 6000.11 35.000 LS | 5000.00000 5000.00| 3000.00000 3000.00| 3800.00000 3800.00 ABUTMENT NO.2 EXCAVATION | | | 0279 6005.35 81.000 LF | 17.00000 1377.00| 50.00000 4050.00| 33.50000 2713.50 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0280 6005.60 24.000 EACH| 420.00000 10080.00| 600.00000 14400.00| 300.00000 7200.00 ELASTOMERIC BEARING | | | 0281 6010.22 272.900 CY | 295.00000 80505.50| 300.00000 81870.00| 268.00000 73137.20 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0282 6010.26 642.200 CY | 310.00000 199082.00| 300.00000 192660.00| 338.00000 217063.60 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0283 6011.11 338.000 LS | 270000.00000 270000.00| 290000.00000 290000.00| 281000.00000 281000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3118+65.53 LT. | | | 0284 6080.00 2770.000 LB | 2.70000 7479.00| 2.50000 6925.00| 3.00000 8310.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0285 6105.03 2000.000 TON | 29.00000 58000.00| 24.00000 48000.00| 45.00000 90000.00 ROCK RIPRAP, TYPE C | | | 0286 6131.50 164055.000 LB | 0.52000 85308.60| 0.55000 90230.25| 0.58000 95151.90 EPOXY COATED REINFORCING STEEL | | | 0287 6139.50 66.000 SY | 12.82000 846.12| 30.00000 1980.00| 17.00000 1122.00 SUBSURFACE DRAINAGE MATTING | | | 0288 6210.50 1450.000 LF | 23.50000 34075.00| 19.00000 27550.00| 26.00000 37700.00 PIPE PILING | | | 0289 6251.50 660.000 LF | 224.24000 147998.40| 475.00000 313500.00| 330.00000 217800.00 DRILLED SHAFT 60" | | | 0290 6310.00 2420.000 SF | 13.50000 32670.00| 14.00000 33880.00| 11.00000 26620.00 STEEL SHEET PILING | | | 0291 8091.00 330.000 CY | 24.00000 7920.00| 15.00000 4950.00| 17.00000 5610.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,067,743.90| $ 1,282,965.25| $ 1,248,809.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0018 GROUP 6I BRIDGE AT STA. 3118+65.53 RT. 2-100' & 2-120' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0292 0030.60 LUMP| 60000.00000 60000.00| 118000.00000 118000.00| 123000.00000 123000.00 MOBILIZATION | | | 0293 1010.01 620.000 CY | 4.00000 2480.00| 5.00000 3100.00| 5.00000 3100.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0294 1043.50 1284.000 SY | 1.82000 2336.88| 2.00000 2568.00| 1.80000 2311.20 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -21 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 3050.15 185.600 CY | 245.00000 45472.00| 160.00000 29696.00| 190.00000 35264.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0296 3051.10 19120.000 LB | 0.50000 9560.00| 0.55000 10516.00| 0.58000 11089.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0297 6000.10 35.000 LS | 5000.00000 5000.00| 3000.00000 3000.00| 3300.00000 3300.00 ABUTMENT NO.1 EXCAVATION | | | 0298 6000.11 35.000 LS | 5000.00000 5000.00| 3000.00000 3000.00| 3300.00000 3300.00 ABUTMENT NO.2 EXCAVATION | | | 0299 6005.35 81.000 LF | 17.00000 1377.00| 50.00000 4050.00| 33.50000 2713.50 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0300 6005.60 24.000 EACH| 420.00000 10080.00| 600.00000 14400.00| 300.00000 7200.00 ELASTOMERIC BEARING | | | 0301 6010.22 272.800 CY | 295.00000 80476.00| 300.00000 81840.00| 270.00000 73656.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0302 6010.26 642.100 CY | 310.00000 199051.00| 300.00000 192630.00| 338.00000 217029.80 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0303 6011.11 338.000 LS | 270000.00000 270000.00| 290000.00000 290000.00| 282000.00000 282000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3118+65.53 RT. | | | 0304 6080.00 2770.000 LB | 2.70000 7479.00| 2.50000 6925.00| 3.00000 8310.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0305 6105.03 3000.000 TON | 29.00000 87000.00| 24.00000 72000.00| 45.00000 135000.00 ROCK RIPRAP, TYPE C | | | 0306 6131.50 164055.000 LB | 0.52000 85308.60| 0.55000 90230.25| 0.58000 95151.90 EPOXY COATED REINFORCING STEEL | | | 0307 6139.50 66.000 SY | 12.82000 846.12| 30.00000 1980.00| 17.00000 1122.00 SUBSURFACE DRAINAGE MATTING | | | 0308 6210.50 1450.000 LF | 23.50000 34075.00| 19.00000 27550.00| 26.00000 37700.00 PIPE PILING | | | 0309 6251.50 660.000 LF | 224.24000 147998.40| 475.00000 313500.00| 350.00000 231000.00 DRILLED SHAFT 60" | | | 0310 6310.00 2420.000 SF | 13.50000 32670.00| 14.00000 33880.00| 10.50000 25410.00 STEEL SHEET PILING | | | 0311 8091.00 330.000 CY | 24.00000 7920.00| 15.00000 4950.00| 17.00000 5610.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,094,130.00| $ 1,303,815.25| $ 1,303,268.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0019 GROUP 6J BRIDGE AT STA. 3152+07.27 LT. 2-138' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -22 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0312 0030.60 LUMP| | | 94000.00000 94000.00 MOBILIZATION | | | 0313 3050.15 200.700 CY | | | 185.00000 37129.50 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0314 3051.10 23505.000 LB | | | 0.58000 13632.90 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0315 6000.10 5.000 LS | | | 3100.00000 3100.00 ABUTMENT NO.1 EXCAVATION | | | 0316 6000.11 5.000 LS | | | 3100.00000 3100.00 ABUTMENT NO.2 EXCAVATION | | | 0317 6000.20 130.000 LS | | | 28400.00000 28400.00 PIER NO.1 EXCAVATION | | | 0318 6005.35 83.400 LF | | | 33.50000 2793.90 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0319 6005.83 5.000 EACH| | | 2100.00000 10500.00 FIXED BEARING | | | 0320 6010.22 285.800 CY | | | 266.00000 76022.80 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0321 6010.26 357.200 CY | | | 408.00000 145737.60 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0322 6071.11 383600.000 LS | | | 302700.00000 302700.00 STEEL SUPERSTRUCTURE AT STA. 3152+07.27 | | | LT. | | | 0323 6080.00 3620.000 LB | | | 3.00000 10860.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0324 6107.00 43.600 SY | | | 38.00000 1656.80 CONCRETE SLOPE PROTECTION | | | 0325 6131.50 108335.000 LB | | | 0.58000 62834.30 EPOXY COATED REINFORCING STEEL | | | 0326 6139.50 107.000 SY | | | 17.00000 1819.00 SUBSURFACE DRAINAGE MATTING | | | 0327 6210.50 5270.000 LF | | | 24.00000 126480.00 PIPE PILING | | | 0328 6404.16 244.000 LF | | | 40.00000 9760.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0329 6602.31 2693.500 LS | | | 28700.00000 28700.00 CONCRETE COATING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -23 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 8091.00 340.000 CY | | | 17.00000 5780.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 965,006.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 GROUP 6K BRIDGE AT STA. 3152+07.27 RT. 2-138' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0331 0030.60 LUMP| | | 65000.00000 65000.00 MOBILIZATION | | | 0332 3050.15 199.500 CY | | | 210.00000 41895.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0333 3051.10 23430.000 LB | | | 0.58000 13589.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0334 6000.10 5.000 LS | | | 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0335 6000.11 5.000 LS | | | 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0336 6000.20 130.000 LS | | | 25300.00000 25300.00 PIER NO.1 EXCAVATION | | | 0337 6005.35 83.400 LF | | | 33.50000 2793.90 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0338 6005.83 5.000 EACH| | | 2000.00000 10000.00 FIXED BEARING | | | 0339 6010.22 260.700 CY | | | 308.00000 80295.60 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0340 6010.26 357.300 CY | | | 410.00000 146493.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0341 6071.11 383815.000 LS | | | 302700.00000 302700.00 STEEL SUPERSTRUCTURE AT STA. 3152+07.27 | | | RT. | | | 0342 6080.00 3620.000 LB | | | 3.00000 10860.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0343 6107.00 43.600 SY | | | 38.00000 1656.80 CONCRETE SLOPE PROTECTION | | | 0344 6131.50 106645.000 LB | | | 0.58000 61854.10 EPOXY COATED REINFORCING STEEL | | | 0345 6139.50 107.000 SY | | | 17.00000 1819.00 SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -24 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0346 6210.50 5270.000 LF | | | 24.00000 126480.00 PIPE PILING | | | 0347 6404.16 244.000 LF | | | 40.00000 9760.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0348 6602.31 2693.500 LS | | | 28700.00000 28700.00 CONCRETE COATING | | | 0349 8091.00 340.000 CY | | | 17.00000 5780.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 942,976.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0021 GROUP 6L BRIDGE AT STA. 3152+07.27 LT. 2-138' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0350 0030.60 LUMP| 50000.00000 50000.00| 90000.00000 90000.00| MOBILIZATION | | | 0351 3050.15 200.700 CY | 260.00000 52182.00| 160.00000 32112.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0352 3051.10 23505.000 LB | 0.52000 12222.60| 0.55000 12927.75| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0353 6000.10 5.000 LS | 5600.00000 5600.00| 3000.00000 3000.00| ABUTMENT NO.1 EXCAVATION | | | 0354 6000.11 5.000 LS | 5600.00000 5600.00| 3000.00000 3000.00| ABUTMENT NO.2 EXCAVATION | | | 0355 6000.20 130.000 LS | 1300.00000 1300.00| 35000.00000 35000.00| PIER NO.1 EXCAVATION | | | 0356 6005.35 83.400 LF | 18.94000 1579.60| 50.00000 4170.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0357 6005.83 10.000 EACH| 284.34000 2843.40| 800.00000 8000.00| FIXED BEARING | | | 0358 6010.22 283.800 CY | 300.00000 85140.00| 300.00000 85140.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0359 6010.26 374.500 CY | 330.00000 123585.00| 300.00000 112350.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0360 6011.11 266.500 LS | 230000.00000 230000.00| 281000.00000 281000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3152+07.27 LT. | | | 0361 6080.00 3885.000 LB | 2.72000 10567.20| 2.50000 9712.50| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -25 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0362 6095.00 16.000 EACH| 446.83000 7149.28| 400.00000 6400.00| STEEL DIAPHRAGM | | | 0363 6107.00 43.600 SY | 51.51000 2245.84| 100.00000 4360.00| CONCRETE SLOPE PROTECTION | | | 0364 6131.50 138820.000 LB | 0.52000 72186.40| 0.55000 76351.00| EPOXY COATED REINFORCING STEEL | | | 0365 6139.50 107.000 SY | 21.41000 2290.87| 35.00000 3745.00| SUBSURFACE DRAINAGE MATTING | | | 0366 6210.50 5670.000 LF | 24.00000 136080.00| 19.00000 107730.00| PIPE PILING | | | 0367 6404.16 244.000 LF | 34.00000 8296.00| 42.00000 10248.00| 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0368 6602.31 3757.000 LS | 40300.00000 40300.00| 24000.00000 24000.00| CONCRETE COATING | | | 0369 8091.00 340.000 CY | 24.00000 8160.00| 15.00000 5100.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 857,328.19| $ 914,346.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0022 GROUP 6M BRIDGE AT STA. 3152+07.27 RT. 2-138' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0370 0030.60 LUMP| 50000.00000 50000.00| 90000.00000 90000.00| MOBILIZATION | | | 0371 3050.15 199.500 CY | 260.00000 51870.00| 160.00000 31920.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0372 3051.10 23430.000 LB | 0.52000 12183.60| 0.55000 12886.50| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0373 6000.10 5.000 LS | 5600.00000 5600.00| 3000.00000 3000.00| ABUTMENT NO.1 EXCAVATION | | | 0374 6000.11 5.000 LS | 5600.00000 5600.00| 3000.00000 3000.00| ABUTMENT NO.2 EXCAVATION | | | 0375 6000.20 130.000 LS | 1300.00000 1300.00| 35000.00000 35000.00| PIER NO.1 EXCAVATION | | | 0376 6005.35 83.400 LF | 18.94000 1579.60| 50.00000 4170.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0377 6005.83 10.000 EACH| 284.34000 2843.40| 800.00000 8000.00| FIXED BEARING | | | 0378 6010.22 259.000 CY | 300.00000 77700.00| 300.00000 77700.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -26 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0379 6010.26 374.500 CY | 330.00000 123585.00| 300.00000 112350.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0380 6011.11 266.500 LS | 230000.00000 230000.00| 284000.00000 284000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3152+07.27 RT. | | | 0381 6080.00 3885.000 LB | 2.72000 10567.20| 2.50000 9712.50| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0382 6095.00 16.000 EACH| 446.83000 7149.28| 400.00000 6400.00| STEEL DIAPHRAGM | | | 0383 6107.00 43.600 SY | 51.51000 2245.84| 100.00000 4360.00| CONCRETE SLOPE PROTECTION | | | 0384 6131.50 136795.000 LB | 0.52000 71133.40| 0.55000 75237.25| EPOXY COATED REINFORCING STEEL | | | 0385 6139.50 107.000 SY | 21.41000 2290.87| 35.00000 3745.00| SUBSURFACE DRAINAGE MATTING | | | 0386 6210.50 5670.000 LF | 24.00000 136080.00| 19.00000 107730.00| PIPE PILING | | | 0387 6404.16 244.000 LF | 34.00000 8296.00| 42.00000 10248.00| 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0388 6602.31 3757.000 LS | 40300.00000 40300.00| 24000.00000 24000.00| CONCRETE COATING | | | 0389 8091.00 340.000 CY | 24.00000 8160.00| 15.00000 5100.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 848,484.19| $ 908,559.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0023 GROUP 6N BRIDGE AT STA. 126+06.96 2-147' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0390 0030.60 LUMP| | | MOBILIZATION | | | 0391 1043.50 7.600 SY | | | RIPRAP FILTER FABRIC | | | 0392 3050.15 170.300 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0393 3051.10 21340.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0394 6000.10 5.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -27 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 6000.11 5.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0396 6000.20 130.000 LS | | | PIER NO.1 EXCAVATION | | | 0397 6005.35 116.800 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0398 6005.83 4.000 EACH| | | FIXED BEARING | | | 0399 6010.22 348.000 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0400 6010.26 298.200 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0401 6071.11 325764.700 LS | | | STEEL SUPERSTRUCTURE AT STA. 126+06.96 | | | 0402 6080.00 2490.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0403 6107.00 36.300 SY | | | CONCRETE SLOPE PROTECTION | | | 0404 6131.50 116785.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0405 6139.50 107.800 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0406 6210.12 3040.000 LF | | | HP 10"X42# STEEL PILING | | | 0407 6602.31 2839.000 LS | | | CONCRETE COATING | | | 0408 8091.00 265.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0024 GROUP 6O BRIDGE AT STA. 126+06.96 2-147' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0409 0030.60 LUMP| 40000.00000 40000.00| 73000.00000 73000.00| 60000.00000 60000.00 MOBILIZATION | | | 0410 3050.15 170.300 CY | 280.00000 47684.00| 160.00000 27248.00| 190.00000 32357.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0411 3051.10 21340.000 LB | 0.52000 11096.80| 0.55000 11737.00| 0.58000 12377.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -28 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0412 6000.10 5.000 LS | 5600.00000 5600.00| 3000.00000 3000.00| 1000.00000 1000.00 ABUTMENT NO.1 EXCAVATION | | | 0413 6000.11 5.000 LS | 5600.00000 5600.00| 3000.00000 3000.00| 1000.00000 1000.00 ABUTMENT NO.2 EXCAVATION | | | 0414 6000.20 130.000 LS | 1300.00000 1300.00| 10000.00000 10000.00| 21000.00000 21000.00 PIER NO.1 EXCAVATION | | | 0415 6005.35 116.800 LF | 18.94000 2212.19| 50.00000 5840.00| 33.50000 3912.80 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0416 6005.78 8.000 EACH| 651.58000 5212.64| 700.00000 5600.00| 1550.00000 12400.00 EXPANSION BEARING, TFE TYPE | | | 0417 6005.83 8.000 EACH| 1370.00000 10960.00| 700.00000 5600.00| 1000.00000 8000.00 FIXED BEARING | | | 0418 6010.22 358.600 CY | 240.00000 86064.00| 300.00000 107580.00| 230.00000 82478.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0419 6010.26 406.400 CY | 400.00000 162560.00| 300.00000 121920.00| 370.00000 150368.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0420 6011.11 259.300 LS | 205000.00000 205000.00| 225000.00000 225000.00| 203100.00000 203100.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 126+06.96 | | | 0421 6107.00 24.700 SY | 95.00000 2346.50| 100.00000 2470.00| 42.00000 1037.40 CONCRETE SLOPE PROTECTION | | | 0422 6131.50 134725.000 LB | 0.52000 70057.00| 0.55000 74098.75| 0.58000 78140.50 EPOXY COATED REINFORCING STEEL | | | 0423 6139.50 131.300 SY | 20.00000 2626.00| 30.00000 3939.00| 17.00000 2232.10 SUBSURFACE DRAINAGE MATTING | | | 0424 6210.12 3100.000 LF | 17.00000 52700.00| 17.00000 52700.00| 18.50000 57350.00 HP 10"X42# STEEL PILING | | | 0425 6602.31 3886.000 LS | 20700.00000 20700.00| 13000.00000 13000.00| 17100.00000 17100.00 CONCRETE COATING | | | 0426 8091.00 265.700 CY | 24.00000 6376.80| 15.00000 3985.50| 17.00000 4516.90 GRANULAR BACKFILL | | | SECTION TOTALS | $ 738,095.93| $ 749,718.25| $ 748,369.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0025 GROUP 10 GENERAL ITEMS | | | 0427 0001.08 7280.000 BDAY| 0.50000 3640.00| 0.50000 3640.00| 0.50000 3640.00 BARRICADE, TYPE II | | | 0428 0001.10 10370.000 BDAY| 2.00000 20740.00| 2.00000 20740.00| 2.06000 21362.20 BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -29 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 2207 |( 3 ) 1816 |AMES CONSTRUCTION, INC. |UNITED CONTRACTORS, INC. |COMMERCIAL CONTRACTORS EQUIPMEN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0429 0001.75 144.000 EACH| 2.00000 288.00| 2.00000 288.00| 2.06000 296.64 TEMPORARY SIGN DAY | | | 0430 0001.90 43620.000 EACH| 0.25000 10905.00| 0.25000 10905.00| 0.26000 11341.20 SIGN DAY | | | 0431 0001.99 630.000 EACH| 2.00000 1260.00| 2.00000 1260.00| 2.06000 1297.80 CONTRACTOR FURNISHED SIGN DAY | | | 0432 0003.10 200.000 DAY | 274.00000 54800.00| 170.00000 34000.00| 165.00000 33000.00 FLAGGING | | | 0433 0003.51 480.000 LF | 16.00000 7680.00| 15.00000 7200.00| 20.00000 9600.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0434 0030.00 LUMP| 4000.00000 4000.00| 30000.00000 30000.00| 30000.00000 30000.00 MOBILIZATION | | | 0435 1017.00 11.740 LS | 185000.00000 185000.00| 250000.00000 250000.00| 250000.00000 250000.00 CONSTRUCTION STAKING AND SURVEYING | | | 0436 7110.00 1000.000 LF | 1.70000 1700.00| 2.00000 2000.00| 3.00000 3000.00 TEMPORARY FENCE | | | 0437 9110.01 150.000 HOUR| 75.00000 11250.00| 60.00000 9000.00| 90.00000 13500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0438 9110.03 150.000 HOUR| 60.00000 9000.00| 50.00000 7500.00| 50.00000 7500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0439 9110.06 150.000 HOUR| 120.00000 18000.00| 100.00000 15000.00| 110.00000 16500.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0440 9110.07 150.000 HOUR| 38.00000 5700.00| 50.00000 7500.00| 60.00000 9000.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 333,963.00| $ 399,033.00| $ 410,037.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,270,595.52| $ 19,395,641.45| $ 19,401,985.44 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -30 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. 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| 520000.00000 520000.00| 600000.00000 600000.00| 400000.00000 400000.00 MOBILIZATION | | | 0002 1000.00 29.000 EACH| 250.00000 7250.00| 200.00000 5800.00| 270.00000 7830.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 76000.00000 76000.00| 100000.00000 100000.00| 100000.00000 100000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 1411543.000 CY | 1.94000 2738393.42| 2.00000 2823086.00| 1.67000 2357276.81 EXCAVATION | | | 0005 1010.10 1693092.000 CY | 1.94000 3284598.48| 2.00000 3386184.00| 2.50000 4232730.00 EXCAVATION, BORROW | | | 0006 1011.00 46570.000 MGAL| 8.00000 372560.00| 8.00000 372560.00| 8.00000 372560.00 WATER | | | 0007 1011.50 200.000 HOUR| 50.00000 10000.00| 80.00000 16000.00| 75.00000 15000.00 DISCING | | | 0008 1012.00 200.000 EACH| 65.00000 13000.00| 60.00000 12000.00| 65.00000 13000.00 RIGHT-OF-WAY MARKERS | | | 0009 1041.00 379700.000 SY | 0.33000 125301.00| 0.50000 189850.00| 0.43000 163271.00 SALVAGING AND PLACING TOPSOIL | | | 0010 1041.10 7852.000 CY | 1.00000 7852.00| 1.50000 11778.00| 1.10000 8637.20 SALVAGING AND STOCKPILING TOPSOIL | | | 0011 1090.00 3.000 EACH| 750.00000 2250.00| 600.00000 1800.00| 1100.00000 3300.00 ABANDON WELLS | | | 0012 1124.00 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 100.00000 100.00 REMOVE BUILDING AT STA. 8+73 RT. | | | 0013 1124.01 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 100.00000 100.00 REMOVE BUILDING AT STA. 9+08 LT. | | | 0014 1124.02 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 100.00000 100.00 REMOVE BUILDING AT STA. 9+32 RT. | | | 0015 1124.03 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 100.00000 100.00 REMOVE BUILDING AT STA. 9+49 LT. | | | 0016 1124.04 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 3000.00000 3000.00 REMOVE BUILDING AT STA. 401+00 LT. | | | 0017 1124.05 1.000 EACH| 2500.00000 2500.00| 3000.00000 3000.00| 1000.00000 1000.00 REMOVE BUILDING AT STA. 3050+70 RT. | | | 0018 1124.06 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 4000.00000 4000.00 REMOVE BUILDING AT STA. 3176+00 RT. | | | 0019 1124.07 1.000 EACH| 1.00000 1.00| 200.00000 200.00| 4000.00000 4000.00 REMOVE BUILDING AT STA. 3176+74 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -31 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1125.00 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 1500.00000 1500.00 CLEAR TRACT AT STA. 7+28 TO STA. 10+75 | | | LT. & RT. | | | 0021 1125.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 6000.00000 6000.00 CLEAR TRACT AT STA. 400+70 TO STA. | | | 402+00 LT. & RT. | | | 0022 1125.02 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 5000.00000 5000.00 CLEAR TRACT AT STA. 2888+42 TO STA. | | | 2892+23 LT. & RT | | | 0023 1125.03 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 4000.00000 4000.00 CLEAR TRACT AT STA. 2911+50 TO STA. | | | 2913+50 LT. | | | 0024 1125.04 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 4000.00000 4000.00 CLEAR TRACT AT STA. 3000+00 TO STA. | | | 3010+00 RT. | | | 0025 1125.05 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 5000.00000 5000.00 CLEAR TRACT AT STA. 3050+00 TO STA. | | | 3051+00 RT. | | | 0026 1125.06 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 4000.00000 4000.00 CLEAR TRACT AT STA. 3083+60 TO STA. | | | 3120+12 LT. & RT | | | 0027 1125.07 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| 3000.00000 3000.00 CLEAR TRACT AT STA. 3155+00 TO STA. | | | 3158+00 LT. | | | 0028 1125.08 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 4000.00000 4000.00 CLEAR TRACT AT STA. 3157+00 TO STA. | | | 3177+00 RT. | | | 0029 1130.00 2.000 EACH| 1700.00000 3400.00| 5000.00000 10000.00| 6000.00000 12000.00 REMOVE UNDERGROUND TANK | | | 0030 1136.01 2.000 EACH| 21744.50000 43489.00| 5000.00000 10000.00| 6000.00000 12000.00 REMOVE RADIO TOWER | | | 0031 1136.07 2518.000 LF | 1.75000 4406.50| 2.50000 6295.00| 3.00000 7554.00 REMOVE CONCRETE DITCH LINER | | | 0032 1136.09 265.000 LF | 15.00000 3975.00| 10.50000 2782.50| 8.00000 2120.00 REMOVE WATER LINE | | | 0033 1701.24 138.000 LF | 33.16000 4576.08| 18.50000 2553.00| 20.00000 2760.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0034 1701.30 112.000 LF | 38.78000 4343.36| 24.00000 2688.00| 28.00000 3136.00 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -32 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 2001.00 1245.000 CY | 12.00000 14940.00| 9.00000 11205.00| 11.00000 13695.00 GRAVEL SURFACE COURSE | | | 0036 2009.10 91.000 STA | 90.00000 8190.00| 100.00000 9100.00| 110.00000 10010.00 GRAVEL EMBEDMENT | | | 0037 4004.50 5670.000 LB | 1.51000 8561.70| 1.50000 8505.00| 1.40000 7938.00 CAST IRON GRATE AND FRAME | | | 0038 4105.59 14.400 CY | 377.45000 5435.28| 400.00000 5760.00| 860.00000 12384.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0039 4155.50 875.000 LB | 0.55000 481.25| 0.60000 525.00| 2.00000 1750.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0040 4310.18 50.000 EACH| 250.00000 12500.00| 200.00000 10000.00| 250.00000 12500.00 18" FLARED-END SECTION | | | 0041 4310.24 7.000 EACH| 204.08000 1428.56| 200.00000 1400.00| 280.00000 1960.00 24" FLARED-END SECTION | | | 0042 4900.24 9.000 EACH| 915.00000 8235.00| 2000.00000 18000.00| 2000.00000 18000.00 AREA INLET SEDIMENT FILTER | | | 0043 L006.00 244.000 ACRE| 60.00000 14640.00| 80.00000 19520.00| 80.00000 19520.00 COVER CROP SEEDING | | | 0044 L020.03 6187.000 SY | 2.09000 12930.83| 2.00000 12374.00| 2.00000 12374.00 EROSION CONTROL, TYPE C | | | 0045 L021.03 266.000 BALE| 19.00000 5054.00| 20.50000 5453.00| 21.00000 5586.00 EROSION CHECKS, TYPE C | | | 0046 L021.06 35.000 BALE| 19.00000 665.00| 19.50000 682.50| 20.00000 700.00 EROSION CHECKS, TYPE HV | | | 0047 L022.25 13100.000 LF | 4.09000 53579.00| 2.50000 32750.00| 2.65000 34715.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0048 L022.26 2024.000 LF | 4.13000 8359.12| 3.00000 6072.00| 3.00000 6072.00 FABRIC SILT FENCE, LOW PROFILE, TYPE | | | COIR FIBER | | | 0049 L022.75 1078.000 LF | 6.25000 6737.50| 6.00000 6468.00| 6.40000 6899.20 TEMPORARY SILT CHECK | | | 0050 P400.18 2221.000 LF | 25.00000 55525.00| 19.50000 43309.50| 25.00000 55525.00 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0051 P400.24 857.000 LF | 33.16000 28418.12| 24.00000 20568.00| 30.00000 25710.00 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 7,491,082.20| $ 7,790,468.50| $ 8,007,413.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -33 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 0030.10 LUMP| 104040.40000 104040.40| 314700.00000 314700.00| 45000.00000 45000.00 MOBILIZATION | | | 0053 4095.00 41473.000 SF | 12.61000 522974.53| 14.01000 581036.73| 16.00000 663568.00 CONCRETE FACE PANELS | | | 0054 4095.10 1930.000 LF | 9.65000 18624.50| 10.00000 19300.00| 14.00000 27020.00 CONCRETE LEVELING PADS | | | 0055 4095.20 1971.000 LF | 49.24000 97052.04| 51.00000 100521.00| 60.00000 118260.00 COPING | | | 0056 4350.24 6048.000 LF | 11.46000 69310.08| 12.00000 72576.00| 20.00000 120960.00 24" CORRUGATED METAL PIPE | | | 0057 8024.75 29596.000 CY | 9.55000 282641.80| 10.00000 295960.00| 12.00000 355152.00 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 1,094,643.35| $ 1,384,093.73| $ 1,329,960.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0058 0030.40 LUMP| 11385.06000 11385.06| 5000.00000 5000.00| 20000.00000 20000.00 MOBILIZATION | | | 0059 1010.50 131.000 CY | 20.41000 2673.71| 5.00000 655.00| 20.00000 2620.00 REMOVAL OF UNSUITABLE MATERIAL | | | 0060 1043.61 789.000 SY | 10.20000 8047.80| 1.00000 789.00| 3.00000 2367.00 GEOTEXTILE FABRIC | | | 0061 4035.25 1.000 EACH| 102.04000 102.04| 50.00000 50.00| 65.00000 65.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0062 4040.00 3.000 EACH| 153.06000 459.18| 100.00000 300.00| 150.00000 450.00 REMOVE HEADWALLS FROM CULVERTS | | | 0063 4045.00 1.000 EACH| 2040.82000 2040.82| 200.00000 200.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 134+21 RT. | | | 0064 4045.01 1.000 EACH| 2040.82000 2040.82| 200.00000 200.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 135+29 RT. | | | 0065 4045.02 1.000 EACH| 2040.82000 2040.82| 300.00000 300.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2874+57 RT. | | | 0066 4045.03 1.000 EACH| 2040.82000 2040.82| 200.00000 200.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2886+70 LT. | | | 0067 4045.04 1.000 EACH| 3061.22000 3061.22| 500.00000 500.00| 5000.00000 5000.00 REMOVE STRUCTURE AT STA. 2956+09 RT. | | | 0068 4045.05 1.000 EACH| 2040.82000 2040.82| 300.00000 300.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2956+61 RT. | | | 0069 4045.06 1.000 EACH| 2040.82000 2040.82| 200.00000 200.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2969+00 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -34 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4045.07 1.000 EACH| 2040.82000 2040.82| 200.00000 200.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2981+00 RT. | | | 0071 4045.08 1.000 EACH| 2040.82000 2040.82| 200.00000 200.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2984+30 LT. | | | 0072 4045.09 1.000 EACH| 2040.82000 2040.82| 200.00000 200.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2998+57 LT. | | | 0073 4050.01 2719.000 CY | 6.12000 16640.28| 11.50000 31268.50| 9.00000 24471.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0074 4051.01 1748.000 CY | 11.07000 19350.36| 11.50000 20102.00| 15.00000 26220.00 EXCAVATION FOR BOX CULVERTS | | | 0075 4051.12 131.000 CY | 13.09000 1714.79| 13.50000 1768.50| 20.00000 2620.00 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0076 4100.06 2.800 CY | 457.98000 1282.34| 500.00000 1400.00| 700.00000 1960.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0077 4101.06 886.930 CY | 234.52000 208002.82| 200.00000 177386.00| 350.00000 310425.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0078 4107.07 1.390 CY | 408.17000 567.36| 400.00000 556.00| 850.00000 1181.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0079 4150.00 478.000 LB | 0.55000 262.90| 0.60000 286.80| 2.00000 956.00 REINFORCING STEEL FOR HEADWALL | | | 0080 4151.00 99534.000 LB | 0.55000 54743.70| 0.60000 59720.40| 0.55000 54743.70 REINFORCING STEEL FOR BOX CULVERT | | | 0081 4157.00 94.000 LB | 2.04000 191.76| 0.60000 56.40| 2.00000 188.00 REINFORCING STEEL FOR COLLARS | | | 0082 4310.24 26.000 EACH| 204.08000 5306.08| 200.00000 5200.00| 280.00000 7280.00 24" FLARED-END SECTION | | | 0083 4310.36 4.000 EACH| 346.94000 1387.76| 400.00000 1600.00| 435.00000 1740.00 36" FLARED-END SECTION | | | 0084 4310.42 2.000 EACH| 535.72000 1071.44| 600.00000 1200.00| 530.00000 1060.00 42" FLARED-END SECTION | | | 0085 4310.48 2.000 EACH| 612.25000 1224.50| 600.00000 1200.00| 540.00000 1080.00 48" FLARED-END SECTION | | | 0086 4461.24 1.000 EACH| 306.12000 306.12| 500.00000 500.00| 200.00000 200.00 INSTALL 24" CONCRETE FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -35 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 P120.24 741.000 LF | 33.16000 24571.56| 47.50000 35197.50| 39.00000 28899.00 24" CULVERT PIPE, TYPE 2 | | | 0088 P180.30 988.000 LF | 38.78000 38314.64| 60.00000 59280.00| 66.00000 65208.00 30" CULVERT PIPE, TYPE 8 | | | 0089 P200.42 56.000 LF | 50.00000 2800.00| 38.50000 2156.00| 78.00000 4368.00 42" CULVERT PIPE, TYPE 2 OR 5 | | | 0090 P200.48 147.000 LF | 53.06000 7799.82| 200.00000 29400.00| 100.00000 14700.00 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0091 P375.54 8.000 LF | 58.16000 465.28| 200.00000 1600.00| 155.00000 1240.00 54" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0092 P400.24 1524.000 LF | 23.47000 35768.28| 36.50000 55626.00| 42.00000 64008.00 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0093 P400.36 387.000 LF | 34.69000 13425.03| 70.00000 27090.00| 62.00000 23994.00 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 479,293.21| $ 521,888.10| $ 694,044.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CULVERT AT STA. 114+00 TWIN 10' X 10' REINFORCED CONCRETE BOX CULVERT | | | 0094 0030.40 LUMP| 15923.24000 15923.24| 2000.00000 2000.00| 6000.00000 6000.00 MOBILIZATION | | | 0095 1010.50 41.000 CY | 5.03000 206.23| 5.00000 205.00| 20.00000 820.00 REMOVAL OF UNSUITABLE MATERIAL | | | 0096 1043.61 247.000 SY | 1.01000 249.47| 1.00000 247.00| 3.00000 741.00 GEOTEXTILE FABRIC | | | 0097 4051.01 445.000 CY | 11.07000 4926.15| 11.50000 5117.50| 10.00000 4450.00 EXCAVATION FOR BOX CULVERTS | | | 0098 4051.12 41.000 CY | 13.09000 536.69| 13.50000 553.50| 20.00000 820.00 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0099 4101.06 205.620 CY | 234.52000 48222.00| 200.00000 41124.00| 350.00000 71967.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0100 4151.00 20367.000 LB | 0.55000 11201.85| 0.60000 12220.20| 0.55000 11201.85 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 81,265.63| $ 61,467.20| $ 95,999.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CULVERT AT STA. 2957+59 TWIN 8' X 8' REINFORCED CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -36 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 0030.40 LUMP| 11947.39000 11947.39| 4000.00000 4000.00| 12000.00000 12000.00 MOBILIZATION | | | 0102 4051.01 1992.000 CY | 11.07000 22051.44| 11.50000 22908.00| 10.00000 19920.00 EXCAVATION FOR BOX CULVERTS | | | 0103 4101.06 478.680 CY | 234.52000 112260.03| 200.00000 95736.00| 350.00000 167538.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0104 4151.00 52964.000 LB | 0.55000 29130.20| 0.60000 31778.40| 0.55000 29130.20 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 175,389.06| $ 154,422.40| $ 228,588.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4C CULVERT AT STA. 3021+16 TWIN 10' X 8' REINFORCED CONCRETE BOX CULVERT | | | 0105 0030.40 LUMP| 12350.01000 12350.01| 4000.00000 4000.00| 12000.00000 12000.00 MOBILIZATION | | | 0106 1010.50 117.000 CY | 5.03000 588.51| 5.00000 585.00| 20.00000 2340.00 REMOVAL OF UNSUITABLE MATERIAL | | | 0107 1043.61 703.000 SY | 1.01000 710.03| 1.00000 703.00| 3.00000 2109.00 GEOTEXTILE FABRIC | | | 0108 4051.01 604.000 CY | 11.07000 6686.28| 11.50000 6946.00| 12.00000 7248.00 EXCAVATION FOR BOX CULVERTS | | | 0109 4051.12 117.000 CY | 13.09000 1531.53| 13.50000 1579.50| 20.00000 2340.00 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0110 4101.06 588.990 CY | 234.52000 138129.93| 200.00000 117798.00| 350.00000 206146.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0111 4151.00 49185.000 LB | 0.55000 27051.75| 0.60000 29511.00| 0.55000 27051.75 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 187,048.04| $ 161,122.50| $ 259,235.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 4D CULVERT AT STA. 3179+46 QUADRUPLE 10' X 9' REINFORCED CONCRETE BOX CULVERT | | | 0112 0030.40 LUMP| 12350.01000 12350.01| 4000.00000 4000.00| 12000.00000 12000.00 MOBILIZATION | | | 0113 1010.50 157.000 CY | 5.03000 789.71| 5.00000 785.00| 20.00000 3140.00 REMOVAL OF UNSUITABLE MATERIAL | | | 0114 1043.61 944.000 SY | 1.01000 953.44| 1.00000 944.00| 3.00000 2832.00 GEOTEXTILE FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -37 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 4051.01 1300.000 CY | 11.07000 14391.00| 11.50000 14950.00| 10.00000 13000.00 EXCAVATION FOR BOX CULVERTS | | | 0116 4051.12 157.000 CY | 13.09000 2055.13| 13.50000 2119.50| 20.00000 3140.00 GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0117 4101.06 547.090 CY | 248.62000 136017.52| 300.00000 164127.00| 350.00000 191481.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0118 4151.00 63919.000 LB | 0.55000 35155.45| 0.60000 38351.40| 0.55000 35155.45 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 201,712.26| $ 225,276.90| $ 260,748.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 5 SEEDING | | | 0119 0030.50 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 1600.00000 1600.00 MOBILIZATION | | | 0120 L001.01 95.000 ACRE| 618.00000 58710.00| 500.00000 47500.00| 565.00000 53675.00 SEEDING, TYPE A | | | 0121 L032.75 214.000 TON | 75.00000 16050.00| 90.00000 19260.00| 90.00000 19260.00 MULCH | | | SECTION TOTALS | $ 76,760.00| $ 68,760.00| $ 74,535.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6 BRIDGE AT STA. 3012+88.06 LT. 1-105' & 2-60' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0122 0030.60 LUMP| | 32295.00000 32295.00| MOBILIZATION | | | 0123 3050.15 163.800 CY | | 200.00000 32760.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0124 3051.10 21160.000 LB | | 0.70000 14812.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0125 6000.10 25.000 LS | | 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | 0126 6000.11 25.000 LS | | 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0127 6000.20 54.000 LS | | 12300.00000 12300.00| PIER NO.1 EXCAVATION | | | 0128 6000.21 54.000 LS | | 12300.00000 12300.00| PIER NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -38 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 6005.35 120.400 LF | | 49.00000 5899.60| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0130 6005.60 8.000 EACH| | 1000.00000 8000.00| ELASTOMERIC BEARING | | | 0131 6010.22 370.800 CY | | 400.00000 148320.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0132 6010.26 340.400 CY | | 400.00000 136160.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0133 6071.12 285550.000 LS | | 181117.68000 181117.68| STEEL SUPERSTRUCTURE AT STA. 3012+88.06 | | | LT. | | | 0134 6107.00 943.000 SY | | 44.00000 41492.00| CONCRETE SLOPE PROTECTION | | | 0135 6131.50 103805.000 LB | | 0.70000 72663.50| EPOXY COATED REINFORCING STEEL | | | 0136 6210.50 2700.000 LF | | 34.50000 93150.00| PIPE PILING | | | 0137 6602.31 1721.500 LS | | 30321.14000 30321.14| CONCRETE COATING | | | 0138 8091.00 175.000 CY | | 13.00000 2275.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 837,865.92| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6A BRIDGE AT STA. 3012+88.06 RT. 1-105' & 2-60' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0139 0030.60 LUMP| | 32295.00000 32295.00| MOBILIZATION | | | 0140 3050.15 161.800 CY | | 200.00000 32360.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0141 3051.10 20775.000 LB | | 0.70000 14542.50| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0142 6000.10 15.000 LS | | 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | 0143 6000.11 15.000 LS | | 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0144 6000.20 50.000 LS | | 12300.00000 12300.00| PIER NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -39 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 6000.21 50.000 LS | | 12300.00000 12300.00| PIER NO.2 EXCAVATION | | | 0146 6005.35 117.700 LF | | 46.00000 5414.20| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0147 6005.60 8.000 EACH| | 1000.00000 8000.00| ELASTOMERIC BEARING | | | 0148 6010.22 396.100 CY | | 400.00000 158440.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0149 6010.26 331.800 CY | | 400.00000 132720.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0150 6071.12 279440.000 LS | | 200000.00000 200000.00| STEEL SUPERSTRUCTURE AT STA. 3012+88.06 | | | RT. | | | 0151 6107.00 943.000 SY | | 44.00000 41492.00| CONCRETE SLOPE PROTECTION | | | 0152 6131.50 104010.000 LB | | 0.70000 72807.00| EPOXY COATED REINFORCING STEEL | | | 0153 6210.50 2700.000 LF | | 34.50000 93150.00| PIPE PILING | | | 0154 6602.31 1721.500 LS | | 30321.14000 30321.14| CONCRETE COATING | | | 0155 8091.00 200.000 CY | | 13.00000 2600.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 862,741.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6B BRIDGE AT STA. 3012+88.06 LT. 1-105' & 2-60' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0156 0030.60 LUMP| 40000.00000 40000.00| | 35000.00000 35000.00 MOBILIZATION | | | 0157 3050.15 163.800 CY | 288.45000 47248.11| | 190.00000 31122.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0158 3051.10 21100.000 LB | 0.58000 12238.00| | 0.75000 15825.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0159 6000.10 25.000 LS | 6060.61000 6060.61| | 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0160 6000.11 25.000 LS | 6060.61000 6060.61| | 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -40 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 6000.20 54.000 LS | 1717.17000 1717.17| | 5000.00000 5000.00 PIER NO.1 EXCAVATION | | | 0162 6000.21 54.000 LS | 1717.17000 1717.17| | 5000.00000 5000.00 PIER NO.2 EXCAVATION | | | 0163 6005.35 120.400 LF | 48.40000 5827.36| | 72.00000 8668.80 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0164 6005.60 8.000 EACH| 754.50000 6036.00| | 300.00000 2400.00 ELASTOMERIC BEARING | | | 0165 6010.22 425.900 CY | 281.84000 120035.66| | 350.00000 149065.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0166 6010.26 399.400 CY | 348.97000 139378.62| | 380.00000 151772.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0167 6011.11 157.600 LS | 106000.00000 106000.00| | 200000.00000 200000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3012+88.06 LT. | | | 0168 6095.00 12.000 EACH| 2260.98000 27131.76| | 800.00000 9600.00 STEEL DIAPHRAGM | | | 0169 6107.00 945.000 SY | 55.31000 52267.95| | 58.00000 54810.00 CONCRETE SLOPE PROTECTION | | | 0170 6131.50 112775.000 LB | 0.58000 65409.50| | 0.70000 78942.50 EPOXY COATED REINFORCING STEEL | | | 0171 6210.50 3040.000 LF | 28.01000 85150.40| | 28.00000 85120.00 PIPE PILING | | | 0172 6602.31 2449.500 LS | 36217.86000 36217.86| | 12000.00000 12000.00 CONCRETE COATING | | | 0173 8091.00 200.000 CY | 12.12000 2424.00| | 45.00000 9000.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 760,920.78| $ 0.00| $ 865,325.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6C BRIDGE AT STA. 3012+88.06 RT. 1-105' & 2-60' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0174 0030.60 LUMP| 37000.00000 37000.00| | 35000.00000 35000.00 MOBILIZATION | | | 0175 3050.15 161.800 CY | 290.55000 47010.99| | 190.00000 30742.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0176 3051.10 20780.000 LB | 0.58000 12052.40| | 0.75000 15585.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -41 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 6000.10 15.000 LS | 6060.61000 6060.61| | 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0178 6000.11 15.000 LS | 6060.61000 6060.61| | 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0179 6000.20 50.000 LS | 1717.17000 1717.17| | 5000.00000 5000.00 PIER NO.1 EXCAVATION | | | 0180 6000.21 50.000 LS | 1717.17000 1717.17| | 5000.00000 5000.00 PIER NO.2 EXCAVATION | | | 0181 6005.35 117.700 LF | 48.40000 5696.68| | 72.00000 8474.40 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0182 6005.60 8.000 EACH| 754.50000 6036.00| | 300.00000 2400.00 ELASTOMERIC BEARING | | | 0183 6010.22 455.200 CY | 286.27000 130310.10| | 350.00000 159320.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0184 6010.26 389.600 CY | 405.59000 158017.86| | 380.00000 148048.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0185 6011.11 153.800 LS | 106000.00000 106000.00| | 200000.00000 200000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3012+88.06 RT. | | | 0186 6095.00 12.000 EACH| 2260.98000 27131.76| | 800.00000 9600.00 STEEL DIAPHRAGM | | | 0187 6107.00 945.000 SY | 55.31000 52267.95| | 58.00000 54810.00 CONCRETE SLOPE PROTECTION | | | 0188 6131.50 113055.000 LB | 0.58000 65571.90| | 0.70000 79138.50 EPOXY COATED REINFORCING STEEL | | | 0189 6210.50 3040.000 LF | 28.01000 85150.40| | 28.00000 85120.00 PIPE PILING | | | 0190 6602.31 2449.500 LS | 36217.86000 36217.86| | 12000.00000 12000.00 CONCRETE COATING | | | 0191 8091.00 200.000 CY | 12.12000 2424.00| | 45.00000 9000.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 786,443.46| $ 0.00| $ 871,237.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 6D BRIDGE AT STA. 3045+27.86 LT. 2-155' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0192 0030.60 LUMP| 126414.11000 126414.11| 111500.00000 111500.00| 55000.00000 55000.00 MOBILIZATION | | | 0193 3050.15 236.000 CY | 276.76000 65315.36| 200.00000 47200.00| 180.00000 42480.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -42 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 3051.10 26895.000 LB | 0.58000 15599.10| 0.70000 18826.50| 0.80000 21516.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0195 6000.10 5.000 LS | 6060.61000 6060.61| 7000.00000 7000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0196 6000.11 5.000 LS | 6060.61000 6060.61| 7000.00000 7000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0197 6000.20 130.000 LS | 48996.08000 48996.08| 36850.00000 36850.00| 6000.00000 6000.00 PIER NO.1 EXCAVATION | | | 0198 6005.35 103.000 LF | 48.40000 4985.20| 49.00000 5047.00| 72.00000 7416.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0199 6005.83 6.000 EACH| 1265.78000 7594.68| 2000.00000 12000.00| 1100.00000 6600.00 FIXED BEARING | | | 0200 6010.22 313.000 CY | 313.08000 97994.04| 400.00000 125200.00| 350.00000 109550.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0201 6010.26 439.500 CY | 407.35000 179030.33| 400.00000 175800.00| 400.00000 175800.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0202 6071.11 499243.000 LS | 450000.00000 450000.00| 500000.00000 500000.00| 600000.00000 600000.00 STEEL SUPERSTRUCTURE AT STA. 3045+27.86 | | | LT. | | | 0203 6080.00 2072.500 LB | 4.15000 8600.88| 2.00000 4145.00| 2.00000 4145.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0204 6107.00 40.500 SY | 76.36000 3092.58| 46.00000 1863.00| 50.00000 2025.00 CONCRETE SLOPE PROTECTION | | | 0205 6131.50 134410.000 LB | 0.58000 77957.80| 0.60000 80646.00| 0.70000 94087.00 EPOXY COATED REINFORCING STEEL | | | 0206 6139.50 111.000 SY | 24.24000 2690.64| 20.50000 2275.50| 27.00000 2997.00 SUBSURFACE DRAINAGE MATTING | | | 0207 6210.50 4030.000 LF | 26.82000 108084.60| 31.00000 124930.00| 28.00000 112840.00 PIPE PILING | | | 0208 6404.16 143.000 LF | 36.00000 5148.00| 37.00000 5291.00| 37.00000 5291.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0209 6602.31 2773.000 LS | 41015.44000 41015.44| 48840.54000 48840.54| 11000.00000 11000.00 CONCRETE COATING | | | 0210 8091.00 387.000 CY | 12.12000 4690.44| 13.00000 5031.00| 45.00000 17415.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,259,330.50| $ 1,319,445.54| $ 1,284,162.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 6E BRIDGE AT STA. 3045+27.86 RT. 2-155' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -43 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0211 0030.60 LUMP| 130048.55000 130048.55| 125000.00000 125000.00| 60000.00000 60000.00 MOBILIZATION | | | 0212 3050.15 236.000 CY | 276.76000 65315.36| 200.00000 47200.00| 180.00000 42480.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0213 3051.10 26895.000 LB | 0.58000 15599.10| 0.70000 18826.50| 0.80000 21516.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0214 6000.10 5.000 LS | 6060.61000 6060.61| 7000.00000 7000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0215 6000.11 5.000 LS | 6060.61000 6060.61| 7000.00000 7000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0216 6000.20 130.000 LS | 48996.08000 48996.08| 36850.00000 36850.00| 6000.00000 6000.00 PIER NO.1 EXCAVATION | | | 0217 6005.35 103.000 LF | 48.40000 4985.20| 49.00000 5047.00| 72.00000 7416.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0218 6005.83 6.000 EACH| 1265.78000 7594.68| 2000.00000 12000.00| 1100.00000 6600.00 FIXED BEARING | | | 0219 6010.22 313.000 CY | 313.08000 97994.04| 400.00000 125200.00| 350.00000 109550.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0220 6010.26 439.500 CY | 407.36000 179034.72| 400.00000 175800.00| 400.00000 175800.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0221 6071.11 499243.000 LS | 450000.00000 450000.00| 500000.00000 500000.00| 600000.00000 600000.00 STEEL SUPERSTRUCTURE AT STA. 3045+27.86 | | | RT. | | | 0222 6080.00 2072.500 LB | 4.15000 8600.88| 2.00000 4145.00| 2.00000 4145.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0223 6107.00 40.500 SY | 76.36000 3092.58| 45.50000 1842.75| 50.00000 2025.00 CONCRETE SLOPE PROTECTION | | | 0224 6131.50 134410.000 LB | 0.58000 77957.80| 0.60000 80646.00| 0.70000 94087.00 EPOXY COATED REINFORCING STEEL | | | 0225 6139.50 111.000 SY | 24.24000 2690.64| 20.50000 2275.50| 27.00000 2997.00 SUBSURFACE DRAINAGE MATTING | | | 0226 6210.50 4020.000 LF | 26.85000 107937.00| 31.50000 126630.00| 28.00000 112560.00 PIPE PILING | | | 0227 6404.16 143.000 LF | 36.00000 5148.00| 37.00000 5291.00| 37.00000 5291.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0228 6602.31 2773.000 LS | 41015.44000 41015.44| 48840.54000 48840.54| 11000.00000 11000.00 CONCRETE COATING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -44 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 8091.00 387.000 CY | 12.12000 4690.44| 13.00000 5031.00| 45.00000 17415.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,262,821.73| $ 1,334,625.29| $ 1,288,882.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 6F BRIDGE AT STA. 3118+65.53 LT. 2-100' & 2-120' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0230 0030.60 LUMP| | 35625.00000 35625.00| MOBILIZATION | | | 0231 1010.01 1090.000 CY | | 9.00000 9810.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0232 1043.50 1654.000 SY | | 4.00000 6616.00| RIPRAP FILTER FABRIC | | | 0233 3050.15 185.600 CY | | 200.00000 37120.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0234 3051.10 19115.000 LB | | 0.70000 13380.50| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0235 6000.10 30.000 LS | | 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | 0236 6000.11 30.000 LS | | 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0237 6005.35 81.000 LF | | 50.00000 4050.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0238 6005.78 20.000 EACH| | 2000.00000 40000.00| EXPANSION BEARING, TFE TYPE | | | 0239 6005.83 5.000 EACH| | 2000.00000 10000.00| FIXED BEARING | | | 0240 6010.22 224.300 CY | | 400.00000 89720.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0241 6010.26 521.100 CY | | 400.00000 208440.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0242 6071.12 537140.000 LS | | 334733.50000 334733.50| STEEL SUPERSTRUCTURE AT STA. 3118+65.53 | | | LT. | | | 0243 6080.00 2890.000 LB | | 2.00000 5780.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0244 6105.03 2000.000 TON | | 30.50000 61000.00| ROCK RIPRAP, TYPE C | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -45 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 6131.50 141900.000 LB | | 0.70000 99330.00| EPOXY COATED REINFORCING STEEL | | | 0246 6139.50 56.000 SY | | 16.50000 924.00| SUBSURFACE DRAINAGE MATTING | | | 0247 6210.50 1250.000 LF | | 31.00000 38750.00| PIPE PILING | | | 0248 6251.50 660.000 LF | | 400.00000 264000.00| DRILLED SHAFT 60" | | | 0249 6310.00 2420.000 SF | | 11.50000 27830.00| STEEL SHEET PILING | | | 0250 8091.00 330.000 CY | | 13.00000 4290.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 1,305,399.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 6G BRIDGE AT STA. 3118+65.53 RT. 2-100' & 2-120' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0251 0030.60 LUMP| | 35625.00000 35625.00| MOBILIZATION | | | 0252 1010.01 620.000 CY | | 9.00000 5580.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0253 1043.50 1284.000 SY | | 4.00000 5136.00| RIPRAP FILTER FABRIC | | | 0254 3050.15 185.600 CY | | 200.00000 37120.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0255 3051.10 19115.000 LB | | 0.70000 13380.50| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0256 6000.10 30.000 LS | | 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | 0257 6000.11 30.000 LS | | 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0258 6005.35 81.000 LF | | 50.00000 4050.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0259 6005.78 20.000 EACH| | 2000.00000 40000.00| EXPANSION BEARING, TFE TYPE | | | 0260 6005.83 5.000 EACH| | 2000.00000 10000.00| FIXED BEARING | | | 0261 6010.22 224.000 CY | | 400.00000 89600.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -46 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0262 6010.26 521.100 CY | | 400.00000 208440.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0263 6071.12 537140.000 LS | | 334733.50000 334733.50| STEEL SUPERSTRUCTURE AT STA. 3118+65.53 | | | RT. | | | 0264 6080.00 2890.000 LB | | 2.00000 5780.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0265 6105.03 3000.000 TON | | 30.50000 91500.00| ROCK RIPRAP, TYPE C | | | 0266 6131.50 141900.000 LB | | 0.70000 99330.00| EPOXY COATED REINFORCING STEEL | | | 0267 6139.50 56.000 SY | | 16.50000 924.00| SUBSURFACE DRAINAGE MATTING | | | 0268 6210.50 1250.000 LF | | 31.00000 38750.00| PIPE PILING | | | 0269 6251.50 660.000 LF | | 400.00000 264000.00| DRILLED SHAFT 60" | | | 0270 6310.00 2420.000 SF | | 11.50000 27830.00| STEEL SHEET PILING | | | 0271 8091.00 330.000 CY | | 13.00000 4290.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 1,330,069.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 GROUP 6H BRIDGE AT STA. 3118+65.53 LT. 2-100' & 2-120' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0272 0030.60 LUMP| 113000.00000 113000.00| | 45000.00000 45000.00 MOBILIZATION | | | 0273 1010.01 1090.000 CY | 2.02000 2201.80| | 10.00000 10900.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0274 1043.50 1654.000 SY | 1.52000 2514.08| | 2.00000 3308.00 RIPRAP FILTER FABRIC | | | 0275 3050.15 185.600 CY | 262.90000 48794.24| | 190.00000 35264.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0276 3051.10 19120.000 LB | 0.58000 11089.60| | 0.75000 14340.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0277 6000.10 35.000 LS | 6060.61000 6060.61| | 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -47 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0278 6000.11 35.000 LS | 6060.61000 6060.61| | 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0279 6005.35 81.000 LF | 48.40000 3920.40| | 72.00000 5832.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0280 6005.60 24.000 EACH| 611.24000 14669.76| | 380.00000 9120.00 ELASTOMERIC BEARING | | | 0281 6010.22 272.900 CY | 355.26000 96950.45| | 345.00000 94150.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0282 6010.26 642.200 CY | 386.46000 248184.61| | 400.00000 256880.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0283 6011.11 338.000 LS | 250000.00000 250000.00| | 320000.00000 320000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3118+65.53 LT. | | | 0284 6080.00 2770.000 LB | 3.95000 10941.50| | 3.00000 8310.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0285 6105.03 2000.000 TON | 21.21000 42420.00| | 25.00000 50000.00 ROCK RIPRAP, TYPE C | | | 0286 6131.50 164055.000 LB | 0.58000 95151.90| | 0.70000 114838.50 EPOXY COATED REINFORCING STEEL | | | 0287 6139.50 66.000 SY | 24.24000 1599.84| | 27.00000 1782.00 SUBSURFACE DRAINAGE MATTING | | | 0288 6210.50 1450.000 LF | 25.63000 37163.50| | 28.00000 40600.00 PIPE PILING | | | 0289 6251.50 660.000 LF | 392.01000 258726.60| | 344.00000 227040.00 DRILLED SHAFT 60" | | | 0290 6310.00 2420.000 SF | 11.83000 28628.60| | 13.00000 31460.00 STEEL SHEET PILING | | | 0291 8091.00 330.000 CY | 12.12000 3999.60| | 45.00000 14850.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,282,077.70| $ 0.00| $ 1,293,675.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0018 GROUP 6I BRIDGE AT STA. 3118+65.53 RT. 2-100' & 2-120' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0292 0030.60 LUMP| 113000.00000 113000.00| | 45000.00000 45000.00 MOBILIZATION | | | 0293 1010.01 620.000 CY | 2.02000 1252.40| | 10.00000 6200.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0294 1043.50 1284.000 SY | 1.52000 1951.68| | 2.00000 2568.00 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -48 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 3050.15 185.600 CY | 262.90000 48794.24| | 190.00000 35264.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0296 3051.10 19120.000 LB | 0.58000 11089.60| | 0.75000 14340.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0297 6000.10 35.000 LS | 6060.61000 6060.61| | 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0298 6000.11 35.000 LS | 6060.61000 6060.61| | 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0299 6005.35 81.000 LF | 48.40000 3920.40| | 72.00000 5832.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0300 6005.60 24.000 EACH| 611.24000 14669.76| | 380.00000 9120.00 ELASTOMERIC BEARING | | | 0301 6010.22 272.800 CY | 355.39000 96950.39| | 340.00000 92752.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0302 6010.26 642.100 CY | 386.51000 248178.07| | 400.00000 256840.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0303 6011.11 338.000 LS | 250000.00000 250000.00| | 320000.00000 320000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3118+65.53 RT. | | | 0304 6080.00 2770.000 LB | 3.95000 10941.50| | 3.00000 8310.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0305 6105.03 3000.000 TON | 21.21000 63630.00| | 25.00000 75000.00 ROCK RIPRAP, TYPE C | | | 0306 6131.50 164055.000 LB | 0.58000 95151.90| | 0.70000 114838.50 EPOXY COATED REINFORCING STEEL | | | 0307 6139.50 66.000 SY | 24.24000 1599.84| | 27.00000 1782.00 SUBSURFACE DRAINAGE MATTING | | | 0308 6210.50 1450.000 LF | 25.63000 37163.50| | 28.00000 40600.00 PIPE PILING | | | 0309 6251.50 660.000 LF | 392.01000 258726.60| | 344.00000 227040.00 DRILLED SHAFT 60" | | | 0310 6310.00 2420.000 SF | 11.83000 28628.60| | 13.00000 31460.00 STEEL SHEET PILING | | | 0311 8091.00 330.000 CY | 12.12000 3999.60| | 45.00000 14850.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,301,769.30| $ 0.00| $ 1,311,796.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0019 GROUP 6J BRIDGE AT STA. 3152+07.27 LT. 2-138' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -49 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0312 0030.60 LUMP| | 117765.00000 117765.00| MOBILIZATION | | | 0313 3050.15 200.700 CY | | 200.00000 40140.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0314 3051.10 23505.000 LB | | 0.60000 14103.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0315 6000.10 5.000 LS | | 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | 0316 6000.11 5.000 LS | | 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0317 6000.20 130.000 LS | | 36850.00000 36850.00| PIER NO.1 EXCAVATION | | | 0318 6005.35 83.400 LF | | 48.50000 4044.90| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0319 6005.83 5.000 EACH| | 1000.00000 5000.00| FIXED BEARING | | | 0320 6010.22 285.800 CY | | 400.00000 114320.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0321 6010.26 357.200 CY | | 400.00000 142880.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0322 6071.11 383600.000 LS | | 336600.74000 336600.74| STEEL SUPERSTRUCTURE AT STA. 3152+07.27 | | | LT. | | | 0323 6080.00 3620.000 LB | | 2.00000 7240.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0324 6107.00 43.600 SY | | 60.00000 2616.00| CONCRETE SLOPE PROTECTION | | | 0325 6131.50 108335.000 LB | | 0.70000 75834.50| EPOXY COATED REINFORCING STEEL | | | 0326 6139.50 107.000 SY | | 21.50000 2300.50| SUBSURFACE DRAINAGE MATTING | | | 0327 6210.50 5270.000 LF | | 31.00000 163370.00| PIPE PILING | | | 0328 6404.16 244.000 LF | | 37.00000 9028.00| 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0329 6602.31 2693.500 LS | | 47439.74000 47439.74| CONCRETE COATING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -50 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 8091.00 340.000 CY | | 13.00000 4420.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 1,137,952.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 GROUP 6K BRIDGE AT STA. 3152+07.27 RT. 2-138' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0331 0030.60 LUMP| | 117765.00000 117765.00| MOBILIZATION | | | 0332 3050.15 199.500 CY | | 200.00000 39900.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0333 3051.10 23430.000 LB | | 0.70000 16401.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0334 6000.10 5.000 LS | | 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | 0335 6000.11 5.000 LS | | 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0336 6000.20 130.000 LS | | 36850.00000 36850.00| PIER NO.1 EXCAVATION | | | 0337 6005.35 83.400 LF | | 48.50000 4044.90| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0338 6005.83 5.000 EACH| | 1000.00000 5000.00| FIXED BEARING | | | 0339 6010.22 260.700 CY | | 400.00000 104280.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0340 6010.26 357.300 CY | | 400.00000 142920.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0341 6071.11 383815.000 LS | | 336617.54000 336617.54| STEEL SUPERSTRUCTURE AT STA. 3152+07.27 | | | RT. | | | 0342 6080.00 3620.000 LB | | 2.00000 7240.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0343 6107.00 43.600 SY | | 60.00000 2616.00| CONCRETE SLOPE PROTECTION | | | 0344 6131.50 106645.000 LB | | 0.70000 74651.50| EPOXY COATED REINFORCING STEEL | | | 0345 6139.50 107.000 SY | | 21.50000 2300.50| SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -51 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0346 6210.50 5270.000 LF | | 31.00000 163370.00| PIPE PILING | | | 0347 6404.16 244.000 LF | | 37.00000 9028.00| 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0348 6602.31 2693.500 LS | | 47439.74000 47439.74| CONCRETE COATING | | | 0349 8091.00 340.000 CY | | 13.00000 4420.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 1,128,844.18| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0021 GROUP 6L BRIDGE AT STA. 3152+07.27 LT. 2-138' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0350 0030.60 LUMP| 85000.00000 85000.00| | 40000.00000 40000.00 MOBILIZATION | | | 0351 3050.15 200.700 CY | 316.97000 63615.88| | 180.00000 36126.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0352 3051.10 23505.000 LB | 0.58000 13632.90| | 0.75000 17628.75 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0353 6000.10 5.000 LS | 6060.61000 6060.61| | 3000.00000 3000.00 ABUTMENT NO.1 EXCAVATION | | | 0354 6000.11 5.000 LS | 6060.61000 6060.61| | 3000.00000 3000.00 ABUTMENT NO.2 EXCAVATION | | | 0355 6000.20 130.000 LS | 110000.00000 110000.00| | 45000.00000 45000.00 PIER NO.1 EXCAVATION | | | 0356 6005.35 83.400 LF | 48.40000 4036.56| | 72.00000 6004.80 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0357 6005.83 10.000 EACH| 503.06000 5030.60| | 350.00000 3500.00 FIXED BEARING | | | 0358 6010.22 283.800 CY | 361.39000 102562.48| | 360.00000 102168.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0359 6010.26 374.500 CY | 396.89000 148635.31| | 400.00000 149800.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0360 6011.11 266.500 LS | 245000.00000 245000.00| | 285000.00000 285000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3152+07.27 LT. | | | 0361 6080.00 3885.000 LB | 1.76000 6837.60| | 3.00000 11655.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -52 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0362 6095.00 16.000 EACH| 494.78000 7916.48| | 850.00000 13600.00 STEEL DIAPHRAGM | | | 0363 6107.00 43.600 SY | 76.36000 3329.30| | 58.00000 2528.80 CONCRETE SLOPE PROTECTION | | | 0364 6131.50 138820.000 LB | 0.58000 80515.60| | 0.70000 97174.00 EPOXY COATED REINFORCING STEEL | | | 0365 6139.50 107.000 SY | 24.24000 2593.68| | 27.00000 2889.00 SUBSURFACE DRAINAGE MATTING | | | 0366 6210.50 5670.000 LF | 26.75000 151672.50| | 32.00000 181440.00 PIPE PILING | | | 0367 6404.16 244.000 LF | 36.00000 8784.00| | 37.00000 9028.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0368 6602.31 3757.000 LS | 55538.21000 55538.21| | 15000.00000 15000.00 CONCRETE COATING | | | 0369 8091.00 340.000 CY | 12.12000 4120.80| | 40.00000 13600.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,110,943.12| $ 0.00| $ 1,038,142.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0022 GROUP 6M BRIDGE AT STA. 3152+07.27 RT. 2-138' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0370 0030.60 LUMP| 85000.00000 85000.00| | 40000.00000 40000.00 MOBILIZATION | | | 0371 3050.15 199.500 CY | 317.74000 63389.13| | 180.00000 35910.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0372 3051.10 23430.000 LB | 0.58000 13589.40| | 0.75000 17572.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0373 6000.10 5.000 LS | 6060.61000 6060.61| | 3000.00000 3000.00 ABUTMENT NO.1 EXCAVATION | | | 0374 6000.11 5.000 LS | 6060.61000 6060.61| | 3000.00000 3000.00 ABUTMENT NO.2 EXCAVATION | | | 0375 6000.20 130.000 LS | 103476.47000 103476.47| | 45000.00000 45000.00 PIER NO.1 EXCAVATION | | | 0376 6005.35 83.400 LF | 48.40000 4036.56| | 72.00000 6004.80 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0377 6005.83 10.000 EACH| 503.06000 5030.60| | 350.00000 3500.00 FIXED BEARING | | | 0378 6010.22 259.000 CY | 384.05000 99468.95| | 350.00000 90650.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -53 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0379 6010.26 374.500 CY | 396.89000 148635.31| | 400.00000 149800.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0380 6011.11 266.500 LS | 245000.00000 245000.00| | 285000.00000 285000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3152+07.27 RT. | | | 0381 6080.00 3885.000 LB | 1.76000 6837.60| | 3.00000 11655.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0382 6095.00 16.000 EACH| 494.78000 7916.48| | 850.00000 13600.00 STEEL DIAPHRAGM | | | 0383 6107.00 43.600 SY | 76.36000 3329.30| | 58.00000 2528.80 CONCRETE SLOPE PROTECTION | | | 0384 6131.50 136795.000 LB | 0.58000 79341.10| | 0.70000 95756.50 EPOXY COATED REINFORCING STEEL | | | 0385 6139.50 107.000 SY | 24.24000 2593.68| | 27.00000 2889.00 SUBSURFACE DRAINAGE MATTING | | | 0386 6210.50 5670.000 LF | 26.75000 151672.50| | 32.00000 181440.00 PIPE PILING | | | 0387 6404.16 244.000 LF | 36.00000 8784.00| | 37.00000 9028.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0388 6602.31 3757.000 LS | 55538.21000 55538.21| | 15000.00000 15000.00 CONCRETE COATING | | | 0389 8091.00 340.000 CY | 12.12000 4120.80| | 35.00000 11900.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,099,881.31| $ 0.00| $ 1,023,234.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0023 GROUP 6N BRIDGE AT STA. 126+06.96 2-147' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0390 0030.60 LUMP| | 32295.00000 32295.00| MOBILIZATION | | | 0391 1043.50 7.600 SY | | 47.00000 357.20| RIPRAP FILTER FABRIC | | | 0392 3050.15 170.300 CY | | 200.00000 34060.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0393 3051.10 21340.000 LB | | 0.70000 14938.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0394 6000.10 5.000 LS | | 8000.00000 8000.00| ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -54 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 6000.11 5.000 LS | | 8000.00000 8000.00| ABUTMENT NO.2 EXCAVATION | | | 0396 6000.20 130.000 LS | | 20120.00000 20120.00| PIER NO.1 EXCAVATION | | | 0397 6005.35 116.800 LF | | 49.00000 5723.20| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0398 6005.83 4.000 EACH| | 2000.00000 8000.00| FIXED BEARING | | | 0399 6010.22 348.000 CY | | 400.00000 139200.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0400 6010.26 298.200 CY | | 400.00000 119280.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0401 6071.11 325764.700 LS | | 269295.36000 269295.36| STEEL SUPERSTRUCTURE AT STA. 126+06.96 | | | 0402 6080.00 2490.000 LB | | 2.00000 4980.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0403 6107.00 36.300 SY | | 60.00000 2178.00| CONCRETE SLOPE PROTECTION | | | 0404 6131.50 116785.000 LB | | 0.70000 81749.50| EPOXY COATED REINFORCING STEEL | | | 0405 6139.50 107.800 SY | | 21.50000 2317.70| SUBSURFACE DRAINAGE MATTING | | | 0406 6210.12 3040.000 LF | | 22.00000 66880.00| HP 10"X42# STEEL PILING | | | 0407 6602.31 2839.000 LS | | 25001.19000 25001.19| CONCRETE COATING | | | 0408 8091.00 265.000 CY | | 13.00000 3445.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 845,820.15| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0024 GROUP 6O BRIDGE AT STA. 126+06.96 2-147' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0409 0030.60 LUMP| 72000.00000 72000.00| | 33000.00000 33000.00 MOBILIZATION | | | 0410 3050.15 170.300 CY | 259.65000 44218.40| | 180.00000 30654.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0411 3051.10 21340.000 LB | 0.58000 12377.20| | 0.75000 16005.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -55 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0412 6000.10 5.000 LS | 6060.61000 6060.61| | 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0413 6000.11 5.000 LS | 6060.61000 6060.61| | 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0414 6000.20 130.000 LS | 1515.15000 1515.15| | 10000.00000 10000.00 PIER NO.1 EXCAVATION | | | 0415 6005.35 116.800 LF | 48.39000 5651.95| | 77.00000 8993.60 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0416 6005.78 8.000 EACH| 1135.97000 9087.76| | 750.00000 6000.00 EXPANSION BEARING, TFE TYPE | | | 0417 6005.83 8.000 EACH| 1071.02000 8568.16| | 900.00000 7200.00 FIXED BEARING | | | 0418 6010.22 358.600 CY | 298.64000 107092.30| | 340.00000 121924.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0419 6010.26 406.400 CY | 388.13000 157736.03| | 380.00000 154432.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0420 6011.11 259.300 LS | 195000.00000 195000.00| | 262000.00000 262000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 126+06.96 | | | 0421 6107.00 24.700 SY | 76.35000 1885.85| | 58.00000 1432.60 CONCRETE SLOPE PROTECTION | | | 0422 6131.50 134725.000 LB | 0.58000 78140.50| | 0.70000 94307.50 EPOXY COATED REINFORCING STEEL | | | 0423 6139.50 131.300 SY | 24.24000 3182.71| | 27.00000 3545.10 SUBSURFACE DRAINAGE MATTING | | | 0424 6210.12 3100.000 LF | 15.49000 48019.00| | 25.00000 77500.00 HP 10"X42# STEEL PILING | | | 0425 6602.31 3886.000 LS | 57465.78000 57465.78| | 15000.00000 15000.00 CONCRETE COATING | | | 0426 8091.00 265.700 CY | 12.12000 3220.28| | 40.00000 10628.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 817,282.29| $ 0.00| $ 872,621.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0025 GROUP 10 GENERAL ITEMS | | | 0427 0001.08 7280.000 BDAY| 0.50000 3640.00| 0.50000 3640.00| 0.50000 3640.00 BARRICADE, TYPE II | | | 0428 0001.10 10370.000 BDAY| 2.00000 20740.00| 2.00000 20740.00| 2.85000 29554.50 BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -56 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1419 |( 5 ) 2853 |( 6 ) 1227 |KRAEMER & SONS, INC. & SUBS |SIMON CONTRACTORS AND SUBSI |GILBERT CENTRAL CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0429 0001.75 144.000 EACH| 2.00000 288.00| 2.00000 288.00| 5.00000 720.00 TEMPORARY SIGN DAY | | | 0430 0001.90 43620.000 EACH| 0.25000 10905.00| 0.30000 13086.00| 0.43000 18756.60 SIGN DAY | | | 0431 0001.99 630.000 EACH| 2.00000 1260.00| 2.00000 1260.00| 4.80000 3024.00 CONTRACTOR FURNISHED SIGN DAY | | | 0432 0003.10 200.000 DAY | 100.00000 20000.00| 200.00000 40000.00| 260.00000 52000.00 FLAGGING | | | 0433 0003.51 480.000 LF | 5.00000 2400.00| 4.50000 2160.00| 10.00000 4800.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0434 0030.00 LUMP| 5000.00000 5000.00| 258000.00000 258000.00| 3000.00000 3000.00 MOBILIZATION | | | 0435 1017.00 11.740 LS | 201150.00000 201150.00| 339900.00000 339900.00| 300000.00000 300000.00 CONSTRUCTION STAKING AND SURVEYING | | | 0436 7110.00 1000.000 LF | 2.00000 2000.00| 3.00000 3000.00| 3.00000 3000.00 TEMPORARY FENCE | | | 0437 9110.01 150.000 HOUR| 131.31000 19696.50| 70.00000 10500.00| 95.00000 14250.00 RENTAL OF LOADER, FULLY OPERATED | | | 0438 9110.03 150.000 HOUR| 75.76000 11364.00| 31.00000 4650.00| 50.00000 7500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0439 9110.06 150.000 HOUR| 141.41000 21211.50| 50.00000 7500.00| 115.00000 17250.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0440 9110.07 150.000 HOUR| 65.66000 9849.00| 47.50000 7125.00| 55.00000 8250.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 329,504.00| $ 711,849.00| $ 465,745.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,798,167.94| $ 21,182,111.63| $ 21,265,347.71 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -57 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | 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| 380000.00000 380000.00| | MOBILIZATION | | | 0002 1000.00 29.000 EACH| 250.00000 7250.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 15000.00000 15000.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 1411543.000 CY | 1.55000 2187891.65| | EXCAVATION | | | 0005 1010.10 1693092.000 CY | 2.63000 4452831.96| | EXCAVATION, BORROW | | | 0006 1011.00 46570.000 MGAL| 8.00000 372560.00| | WATER | | | 0007 1011.50 200.000 HOUR| 65.00000 13000.00| | DISCING | | | 0008 1012.00 200.000 EACH| 60.00000 12000.00| | RIGHT-OF-WAY MARKERS | | | 0009 1041.00 379700.000 SY | 0.40000 151880.00| | SALVAGING AND PLACING TOPSOIL | | | 0010 1041.10 7852.000 CY | 1.00000 7852.00| | SALVAGING AND STOCKPILING TOPSOIL | | | 0011 1090.00 3.000 EACH| 1000.00000 3000.00| | ABANDON WELLS | | | 0012 1124.00 1.000 EACH| 500.00000 500.00| | REMOVE BUILDING AT STA. 8+73 RT. | | | 0013 1124.01 1.000 EACH| 500.00000 500.00| | REMOVE BUILDING AT STA. 9+08 LT. | | | 0014 1124.02 1.000 EACH| 500.00000 500.00| | REMOVE BUILDING AT STA. 9+32 RT. | | | 0015 1124.03 1.000 EACH| 500.00000 500.00| | REMOVE BUILDING AT STA. 9+49 LT. | | | 0016 1124.04 1.000 EACH| 4000.00000 4000.00| | REMOVE BUILDING AT STA. 401+00 LT. | | | 0017 1124.05 1.000 EACH| 800.00000 800.00| | REMOVE BUILDING AT STA. 3050+70 RT. | | | 0018 1124.06 1.000 EACH| 3000.00000 3000.00| | REMOVE BUILDING AT STA. 3176+00 RT. | | | 0019 1124.07 1.000 EACH| 3000.00000 3000.00| | REMOVE BUILDING AT STA. 3176+74 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -58 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1125.00 1.000 EACH| 1200.00000 1200.00| | CLEAR TRACT AT STA. 7+28 TO STA. 10+75 | | | LT. & RT. | | | 0021 1125.01 1.000 EACH| 5500.00000 5500.00| | CLEAR TRACT AT STA. 400+70 TO STA. | | | 402+00 LT. & RT. | | | 0022 1125.02 1.000 EACH| 4000.00000 4000.00| | CLEAR TRACT AT STA. 2888+42 TO STA. | | | 2892+23 LT. & RT | | | 0023 1125.03 1.000 EACH| 3000.00000 3000.00| | CLEAR TRACT AT STA. 2911+50 TO STA. | | | 2913+50 LT. | | | 0024 1125.04 1.000 EACH| 3500.00000 3500.00| | CLEAR TRACT AT STA. 3000+00 TO STA. | | | 3010+00 RT. | | | 0025 1125.05 1.000 EACH| 4500.00000 4500.00| | CLEAR TRACT AT STA. 3050+00 TO STA. | | | 3051+00 RT. | | | 0026 1125.06 1.000 EACH| 3500.00000 3500.00| | CLEAR TRACT AT STA. 3083+60 TO STA. | | | 3120+12 LT. & RT | | | 0027 1125.07 1.000 EACH| 2500.00000 2500.00| | CLEAR TRACT AT STA. 3155+00 TO STA. | | | 3158+00 LT. | | | 0028 1125.08 1.000 EACH| 3500.00000 3500.00| | CLEAR TRACT AT STA. 3157+00 TO STA. | | | 3177+00 RT. | | | 0029 1130.00 2.000 EACH| 5000.00000 10000.00| | REMOVE UNDERGROUND TANK | | | 0030 1136.01 2.000 EACH| 5000.00000 10000.00| | REMOVE RADIO TOWER | | | 0031 1136.07 2518.000 LF | 1.40000 3525.20| | REMOVE CONCRETE DITCH LINER | | | 0032 1136.09 265.000 LF | 2.00000 530.00| | REMOVE WATER LINE | | | 0033 1701.24 138.000 LF | 16.00000 2208.00| | 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0034 1701.30 112.000 LF | 24.00000 2688.00| | 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -59 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 2001.00 1245.000 CY | 10.25000 12761.25| | GRAVEL SURFACE COURSE | | | 0036 2009.10 91.000 STA | 90.00000 8190.00| | GRAVEL EMBEDMENT | | | 0037 4004.50 5670.000 LB | 1.50000 8505.00| | CAST IRON GRATE AND FRAME | | | 0038 4105.59 14.400 CY | 3.75000 54.00| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0039 4155.50 875.000 LB | 0.55000 481.25| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0040 4310.18 50.000 EACH| 200.00000 10000.00| | 18" FLARED-END SECTION | | | 0041 4310.24 7.000 EACH| 220.00000 1540.00| | 24" FLARED-END SECTION | | | 0042 4900.24 9.000 EACH| 1740.00000 15660.00| | AREA INLET SEDIMENT FILTER | | | 0043 L006.00 244.000 ACRE| 125.00000 30500.00| | COVER CROP SEEDING | | | 0044 L020.03 6187.000 SY | 2.30000 14230.10| | EROSION CONTROL, TYPE C | | | 0045 L021.03 266.000 BALE| 18.00000 4788.00| | EROSION CHECKS, TYPE C | | | 0046 L021.06 35.000 BALE| 18.00000 630.00| | EROSION CHECKS, TYPE HV | | | 0047 L022.25 13100.000 LF | 3.50000 45850.00| | FABRIC SILT FENCE, TYPE COIR FIBER | | | 0048 L022.26 2024.000 LF | 3.50000 7084.00| | FABRIC SILT FENCE, LOW PROFILE, TYPE | | | COIR FIBER | | | 0049 L022.75 1078.000 LF | 7.00000 7546.00| | TEMPORARY SILT CHECK | | | 0050 P400.18 2221.000 LF | 19.00000 42199.00| | 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0051 P400.24 857.000 LF | 23.00000 19711.00| | 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 7,905,946.41| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -60 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 0030.10 LUMP| 85000.00000 85000.00| | MOBILIZATION | | | 0053 4095.00 41473.000 SF | 16.50000 684304.50| | CONCRETE FACE PANELS | | | 0054 4095.10 1930.000 LF | 15.00000 28950.00| | CONCRETE LEVELING PADS | | | 0055 4095.20 1971.000 LF | 62.00000 122202.00| | COPING | | | 0056 4350.24 6048.000 LF | 12.00000 72576.00| | 24" CORRUGATED METAL PIPE | | | 0057 8024.75 29596.000 CY | 10.60000 313717.60| | SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 1,306,750.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0058 0030.40 LUMP| 24500.00000 24500.00| | MOBILIZATION | | | 0059 1010.50 131.000 CY | 5.00000 655.00| | REMOVAL OF UNSUITABLE MATERIAL | | | 0060 1043.61 789.000 SY | 1.00000 789.00| | GEOTEXTILE FABRIC | | | 0061 4035.25 1.000 EACH| 50.00000 50.00| | REMOVE AND SALVAGE FLARED-END SECTION | | | 0062 4040.00 3.000 EACH| 100.00000 300.00| | REMOVE HEADWALLS FROM CULVERTS | | | 0063 4045.00 1.000 EACH| 150.00000 150.00| | REMOVE STRUCTURE AT STA. 134+21 RT. | | | 0064 4045.01 1.000 EACH| 150.00000 150.00| | REMOVE STRUCTURE AT STA. 135+29 RT. | | | 0065 4045.02 1.000 EACH| 300.00000 300.00| | REMOVE STRUCTURE AT STA. 2874+57 RT. | | | 0066 4045.03 1.000 EACH| 150.00000 150.00| | REMOVE STRUCTURE AT STA. 2886+70 LT. | | | 0067 4045.04 1.000 EACH| 500.00000 500.00| | REMOVE STRUCTURE AT STA. 2956+09 RT. | | | 0068 4045.05 1.000 EACH| 300.00000 300.00| | REMOVE STRUCTURE AT STA. 2956+61 RT. | | | 0069 4045.06 1.000 EACH| 150.00000 150.00| | REMOVE STRUCTURE AT STA. 2969+00 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -61 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4045.07 1.000 EACH| 150.00000 150.00| | REMOVE STRUCTURE AT STA. 2981+00 RT. | | | 0071 4045.08 1.000 EACH| 150.00000 150.00| | REMOVE STRUCTURE AT STA. 2984+30 LT. | | | 0072 4045.09 1.000 EACH| 150.00000 150.00| | REMOVE STRUCTURE AT STA. 2998+57 LT. | | | 0073 4050.01 2719.000 CY | 11.00000 29909.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0074 4051.01 1748.000 CY | 11.00000 19228.00| | EXCAVATION FOR BOX CULVERTS | | | 0075 4051.12 131.000 CY | 13.00000 1703.00| | GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0076 4100.06 2.800 CY | 455.00000 1274.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0077 4101.06 886.930 CY | 233.00000 206654.69| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0078 4107.07 1.390 CY | 400.00000 556.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0079 4150.00 478.000 LB | 0.55000 262.90| | REINFORCING STEEL FOR HEADWALL | | | 0080 4151.00 99534.000 LB | 0.55000 54743.70| | REINFORCING STEEL FOR BOX CULVERT | | | 0081 4157.00 94.000 LB | 0.55000 51.70| | REINFORCING STEEL FOR COLLARS | | | 0082 4310.24 26.000 EACH| 170.00000 4420.00| | 24" FLARED-END SECTION | | | 0083 4310.36 4.000 EACH| 350.00000 1400.00| | 36" FLARED-END SECTION | | | 0084 4310.42 2.000 EACH| 550.00000 1100.00| | 42" FLARED-END SECTION | | | 0085 4310.48 2.000 EACH| 600.00000 1200.00| | 48" FLARED-END SECTION | | | 0086 4461.24 1.000 EACH| 500.00000 500.00| | INSTALL 24" CONCRETE FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -62 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 P120.24 741.000 LF | 46.00000 34086.00| | 24" CULVERT PIPE, TYPE 2 | | | 0088 P180.30 988.000 LF | 62.00000 61256.00| | 30" CULVERT PIPE, TYPE 8 | | | 0089 P200.42 56.000 LF | 37.50000 2100.00| | 42" CULVERT PIPE, TYPE 2 OR 5 | | | 0090 P200.48 147.000 LF | 149.00000 21903.00| | 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0091 P375.54 8.000 LF | 163.00000 1304.00| | 54" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0092 P400.24 1524.000 LF | 35.20000 53644.80| | 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0093 P400.36 387.000 LF | 66.50000 25735.50| | 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 551,476.29| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CULVERT AT STA. 114+00 TWIN 10' X 10' REINFORCED CONCRETE BOX CULVERT | | | 0094 0030.40 LUMP| 4000.00000 4000.00| | MOBILIZATION | | | 0095 1010.50 41.000 CY | 5.00000 205.00| | REMOVAL OF UNSUITABLE MATERIAL | | | 0096 1043.61 247.000 SY | 1.00000 247.00| | GEOTEXTILE FABRIC | | | 0097 4051.01 445.000 CY | 11.00000 4895.00| | EXCAVATION FOR BOX CULVERTS | | | 0098 4051.12 41.000 CY | 13.00000 533.00| | GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0099 4101.06 205.620 CY | 233.00000 47909.46| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0100 4151.00 20367.000 LB | 0.55000 11201.85| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 68,991.31| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CULVERT AT STA. 2957+59 TWIN 8' X 8' REINFORCED CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -63 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 0030.40 LUMP| 9400.00000 9400.00| | MOBILIZATION | | | 0102 4051.01 1992.000 CY | 11.00000 21912.00| | EXCAVATION FOR BOX CULVERTS | | | 0103 4101.06 478.680 CY | 233.00000 111532.44| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0104 4151.00 52964.000 LB | 0.55000 29130.20| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 171,974.64| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4C CULVERT AT STA. 3021+16 TWIN 10' X 8' REINFORCED CONCRETE BOX CULVERT | | | 0105 0030.40 LUMP| 10250.00000 10250.00| | MOBILIZATION | | | 0106 1010.50 117.000 CY | 5.00000 585.00| | REMOVAL OF UNSUITABLE MATERIAL | | | 0107 1043.61 703.000 SY | 1.00000 703.00| | GEOTEXTILE FABRIC | | | 0108 4051.01 604.000 CY | 11.00000 6644.00| | EXCAVATION FOR BOX CULVERTS | | | 0109 4051.12 117.000 CY | 13.00000 1521.00| | GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0110 4101.06 588.990 CY | 233.00000 137234.67| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0111 4151.00 49185.000 LB | 0.55000 27051.75| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 183,989.42| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 4D CULVERT AT STA. 3179+46 QUADRUPLE 10' X 9' REINFORCED CONCRETE BOX CULVERT | | | 0112 0030.40 LUMP| 11000.00000 11000.00| | MOBILIZATION | | | 0113 1010.50 157.000 CY | 5.00000 785.00| | REMOVAL OF UNSUITABLE MATERIAL | | | 0114 1043.61 944.000 SY | 1.00000 944.00| | GEOTEXTILE FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -64 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 4051.01 1300.000 CY | 11.00000 14300.00| | EXCAVATION FOR BOX CULVERTS | | | 0116 4051.12 157.000 CY | 13.00000 2041.00| | GRANULAR MATERIAL FOR FOUNDATION OF BOX | | | CULVERT | | | 0117 4101.06 547.090 CY | 247.00000 135131.23| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0118 4151.00 63919.000 LB | 0.55000 35155.45| | REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 199,356.68| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 5 SEEDING | | | 0119 0030.50 LUMP| 4000.00000 4000.00| | MOBILIZATION | | | 0120 L001.01 95.000 ACRE| 589.00000 55955.00| | SEEDING, TYPE A | | | 0121 L032.75 214.000 TON | 60.00000 12840.00| | MULCH | | | SECTION TOTALS | $ 72,795.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6 BRIDGE AT STA. 3012+88.06 LT. 1-105' & 2-60' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0122 0030.60 LUMP| 50000.00000 50000.00| | MOBILIZATION | | | 0123 3050.15 163.800 CY | 242.00000 39639.60| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0124 3051.10 21160.000 LB | 0.95000 20102.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0125 6000.10 25.000 LS | 7000.00000 7000.00| | ABUTMENT NO.1 EXCAVATION | | | 0126 6000.11 25.000 LS | 7000.00000 7000.00| | ABUTMENT NO.2 EXCAVATION | | | 0127 6000.20 54.000 LS | 5000.00000 5000.00| | PIER NO.1 EXCAVATION | | | 0128 6000.21 54.000 LS | 5000.00000 5000.00| | PIER NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -65 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 6005.35 120.400 LF | 45.00000 5418.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0130 6005.60 8.000 EACH| 1500.00000 12000.00| | ELASTOMERIC BEARING | | | 0131 6010.22 370.800 CY | 448.00000 166118.40| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0132 6010.26 340.400 CY | 560.00000 190624.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0133 6071.12 285550.000 LS | 194000.00000 194000.00| | STEEL SUPERSTRUCTURE AT STA. 3012+88.06 | | | LT. | | | 0134 6107.00 943.000 SY | 49.00000 46207.00| | CONCRETE SLOPE PROTECTION | | | 0135 6131.50 103805.000 LB | 0.40000 41522.00| | EPOXY COATED REINFORCING STEEL | | | 0136 6210.50 2700.000 LF | 24.00000 64800.00| | PIPE PILING | | | 0137 6602.31 1721.500 LS | 24790.00000 24790.00| | CONCRETE COATING | | | 0138 8091.00 175.000 CY | 48.00000 8400.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 887,621.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6A BRIDGE AT STA. 3012+88.06 RT. 1-105' & 2-60' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0139 0030.60 LUMP| 45000.00000 45000.00| | MOBILIZATION | | | 0140 3050.15 161.800 CY | 242.00000 39155.60| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0141 3051.10 20775.000 LB | 0.95000 19736.25| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0142 6000.10 15.000 LS | 7000.00000 7000.00| | ABUTMENT NO.1 EXCAVATION | | | 0143 6000.11 15.000 LS | 7000.00000 7000.00| | ABUTMENT NO.2 EXCAVATION | | | 0144 6000.20 50.000 LS | 4500.00000 4500.00| | PIER NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -66 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 6000.21 50.000 LS | 4500.00000 4500.00| | PIER NO.2 EXCAVATION | | | 0146 6005.35 117.700 LF | 45.00000 5296.50| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0147 6005.60 8.000 EACH| 1500.00000 12000.00| | ELASTOMERIC BEARING | | | 0148 6010.22 396.100 CY | 435.00000 172303.50| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0149 6010.26 331.800 CY | 540.00000 179172.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0150 6071.12 279440.000 LS | 188000.00000 188000.00| | STEEL SUPERSTRUCTURE AT STA. 3012+88.06 | | | RT. | | | 0151 6107.00 943.000 SY | 49.00000 46207.00| | CONCRETE SLOPE PROTECTION | | | 0152 6131.50 104010.000 LB | 0.40000 41604.00| | EPOXY COATED REINFORCING STEEL | | | 0153 6210.50 2700.000 LF | 24.00000 64800.00| | PIPE PILING | | | 0154 6602.31 1721.500 LS | 24790.00000 24790.00| | CONCRETE COATING | | | 0155 8091.00 200.000 CY | 48.00000 9600.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 870,664.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6B BRIDGE AT STA. 3012+88.06 LT. 1-105' & 2-60' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0156 0030.60 LUMP| | | MOBILIZATION | | | 0157 3050.15 163.800 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0158 3051.10 21100.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0159 6000.10 25.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0160 6000.11 25.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -67 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 6000.20 54.000 LS | | | PIER NO.1 EXCAVATION | | | 0162 6000.21 54.000 LS | | | PIER NO.2 EXCAVATION | | | 0163 6005.35 120.400 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0164 6005.60 8.000 EACH| | | ELASTOMERIC BEARING | | | 0165 6010.22 425.900 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0166 6010.26 399.400 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0167 6011.11 157.600 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3012+88.06 LT. | | | 0168 6095.00 12.000 EACH| | | STEEL DIAPHRAGM | | | 0169 6107.00 945.000 SY | | | CONCRETE SLOPE PROTECTION | | | 0170 6131.50 112775.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0171 6210.50 3040.000 LF | | | PIPE PILING | | | 0172 6602.31 2449.500 LS | | | CONCRETE COATING | | | 0173 8091.00 200.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6C BRIDGE AT STA. 3012+88.06 RT. 1-105' & 2-60' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0174 0030.60 LUMP| | | MOBILIZATION | | | 0175 3050.15 161.800 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0176 3051.10 20780.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -68 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 6000.10 15.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0178 6000.11 15.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0179 6000.20 50.000 LS | | | PIER NO.1 EXCAVATION | | | 0180 6000.21 50.000 LS | | | PIER NO.2 EXCAVATION | | | 0181 6005.35 117.700 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0182 6005.60 8.000 EACH| | | ELASTOMERIC BEARING | | | 0183 6010.22 455.200 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0184 6010.26 389.600 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0185 6011.11 153.800 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3012+88.06 RT. | | | 0186 6095.00 12.000 EACH| | | STEEL DIAPHRAGM | | | 0187 6107.00 945.000 SY | | | CONCRETE SLOPE PROTECTION | | | 0188 6131.50 113055.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0189 6210.50 3040.000 LF | | | PIPE PILING | | | 0190 6602.31 2449.500 LS | | | CONCRETE COATING | | | 0191 8091.00 200.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 6D BRIDGE AT STA. 3045+27.86 LT. 2-155' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0192 0030.60 LUMP| 140000.00000 140000.00| | MOBILIZATION | | | 0193 3050.15 236.000 CY | 180.00000 42480.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -69 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 3051.10 26895.000 LB | 0.50000 13447.50| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0195 6000.10 5.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0196 6000.11 5.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0197 6000.20 130.000 LS | 25000.00000 25000.00| | PIER NO.1 EXCAVATION | | | 0198 6005.35 103.000 LF | 75.00000 7725.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0199 6005.83 6.000 EACH| 2500.00000 15000.00| | FIXED BEARING | | | 0200 6010.22 313.000 CY | 260.00000 81380.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0201 6010.26 439.500 CY | 270.00000 118665.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0202 6071.11 499243.000 LS | 575300.00000 575300.00| | STEEL SUPERSTRUCTURE AT STA. 3045+27.86 | | | LT. | | | 0203 6080.00 2072.500 LB | 3.00000 6217.50| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0204 6107.00 40.500 SY | 60.00000 2430.00| | CONCRETE SLOPE PROTECTION | | | 0205 6131.50 134410.000 LB | 0.60000 80646.00| | EPOXY COATED REINFORCING STEEL | | | 0206 6139.50 111.000 SY | 25.00000 2775.00| | SUBSURFACE DRAINAGE MATTING | | | 0207 6210.50 4030.000 LF | 25.00000 100750.00| | PIPE PILING | | | 0208 6404.16 143.000 LF | 50.00000 7150.00| | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0209 6602.31 2773.000 LS | 41000.00000 41000.00| | CONCRETE COATING | | | 0210 8091.00 387.000 CY | 30.00000 11610.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,283,576.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 6E BRIDGE AT STA. 3045+27.86 RT. 2-155' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -70 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0211 0030.60 LUMP| 140000.00000 140000.00| | MOBILIZATION | | | 0212 3050.15 236.000 CY | 180.00000 42480.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0213 3051.10 26895.000 LB | 0.50000 13447.50| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0214 6000.10 5.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0215 6000.11 5.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0216 6000.20 130.000 LS | 25000.00000 25000.00| | PIER NO.1 EXCAVATION | | | 0217 6005.35 103.000 LF | 75.00000 7725.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0218 6005.83 6.000 EACH| 2500.00000 15000.00| | FIXED BEARING | | | 0219 6010.22 313.000 CY | 260.00000 81380.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0220 6010.26 439.500 CY | 270.00000 118665.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0221 6071.11 499243.000 LS | 575300.00000 575300.00| | STEEL SUPERSTRUCTURE AT STA. 3045+27.86 | | | RT. | | | 0222 6080.00 2072.500 LB | 3.00000 6217.50| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0223 6107.00 40.500 SY | 60.00000 2430.00| | CONCRETE SLOPE PROTECTION | | | 0224 6131.50 134410.000 LB | 0.60000 80646.00| | EPOXY COATED REINFORCING STEEL | | | 0225 6139.50 111.000 SY | 25.00000 2775.00| | SUBSURFACE DRAINAGE MATTING | | | 0226 6210.50 4020.000 LF | 25.00000 100500.00| | PIPE PILING | | | 0227 6404.16 143.000 LF | 50.00000 7150.00| | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0228 6602.31 2773.000 LS | 41000.00000 41000.00| | CONCRETE COATING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -71 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 8091.00 387.000 CY | 30.00000 11610.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,283,326.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 6F BRIDGE AT STA. 3118+65.53 LT. 2-100' & 2-120' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0230 0030.60 LUMP| | | MOBILIZATION | | | 0231 1010.01 1090.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0232 1043.50 1654.000 SY | | | RIPRAP FILTER FABRIC | | | 0233 3050.15 185.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0234 3051.10 19115.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0235 6000.10 30.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0236 6000.11 30.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0237 6005.35 81.000 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0238 6005.78 20.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0239 6005.83 5.000 EACH| | | FIXED BEARING | | | 0240 6010.22 224.300 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0241 6010.26 521.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0242 6071.12 537140.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 3118+65.53 | | | LT. | | | 0243 6080.00 2890.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0244 6105.03 2000.000 TON | | | ROCK RIPRAP, TYPE C | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -72 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 6131.50 141900.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0246 6139.50 56.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0247 6210.50 1250.000 LF | | | PIPE PILING | | | 0248 6251.50 660.000 LF | | | DRILLED SHAFT 60" | | | 0249 6310.00 2420.000 SF | | | STEEL SHEET PILING | | | 0250 8091.00 330.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 6G BRIDGE AT STA. 3118+65.53 RT. 2-100' & 2-120' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0251 0030.60 LUMP| | | MOBILIZATION | | | 0252 1010.01 620.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0253 1043.50 1284.000 SY | | | RIPRAP FILTER FABRIC | | | 0254 3050.15 185.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0255 3051.10 19115.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0256 6000.10 30.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0257 6000.11 30.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0258 6005.35 81.000 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0259 6005.78 20.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0260 6005.83 5.000 EACH| | | FIXED BEARING | | | 0261 6010.22 224.000 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -73 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0262 6010.26 521.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0263 6071.12 537140.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 3118+65.53 | | | RT. | | | 0264 6080.00 2890.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0265 6105.03 3000.000 TON | | | ROCK RIPRAP, TYPE C | | | 0266 6131.50 141900.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0267 6139.50 56.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0268 6210.50 1250.000 LF | | | PIPE PILING | | | 0269 6251.50 660.000 LF | | | DRILLED SHAFT 60" | | | 0270 6310.00 2420.000 SF | | | STEEL SHEET PILING | | | 0271 8091.00 330.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 GROUP 6H BRIDGE AT STA. 3118+65.53 LT. 2-100' & 2-120' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0272 0030.60 LUMP| 140000.00000 140000.00| | MOBILIZATION | | | 0273 1010.01 1090.000 CY | 10.00000 10900.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0274 1043.50 1654.000 SY | 3.00000 4962.00| | RIPRAP FILTER FABRIC | | | 0275 3050.15 185.600 CY | 225.00000 41760.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0276 3051.10 19120.000 LB | 0.60000 11472.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0277 6000.10 35.000 LS | 12000.00000 12000.00| | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -74 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0278 6000.11 35.000 LS | 12000.00000 12000.00| | ABUTMENT NO.2 EXCAVATION | | | 0279 6005.35 81.000 LF | 50.00000 4050.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0280 6005.60 24.000 EACH| 800.00000 19200.00| | ELASTOMERIC BEARING | | | 0281 6010.22 272.900 CY | 392.00000 106976.80| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0282 6010.26 642.200 CY | 385.00000 247247.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0283 6011.11 338.000 LS | 260000.00000 260000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3118+65.53 LT. | | | 0284 6080.00 2770.000 LB | 2.50000 6925.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0285 6105.03 2000.000 TON | 50.00000 100000.00| | ROCK RIPRAP, TYPE C | | | 0286 6131.50 164055.000 LB | 0.60000 98433.00| | EPOXY COATED REINFORCING STEEL | | | 0287 6139.50 66.000 SY | 50.00000 3300.00| | SUBSURFACE DRAINAGE MATTING | | | 0288 6210.50 1450.000 LF | 25.00000 36250.00| | PIPE PILING | | | 0289 6251.50 660.000 LF | 360.00000 237600.00| | DRILLED SHAFT 60" | | | 0290 6310.00 2420.000 SF | 25.00000 60500.00| | STEEL SHEET PILING | | | 0291 8091.00 330.000 CY | 40.00000 13200.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,426,775.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0018 GROUP 6I BRIDGE AT STA. 3118+65.53 RT. 2-100' & 2-120' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0292 0030.60 LUMP| 140000.00000 140000.00| | MOBILIZATION | | | 0293 1010.01 620.000 CY | 10.00000 6200.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0294 1043.50 1284.000 SY | 3.00000 3852.00| | RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -75 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 3050.15 185.600 CY | 225.00000 41760.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0296 3051.10 19120.000 LB | 0.60000 11472.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0297 6000.10 35.000 LS | 12000.00000 12000.00| | ABUTMENT NO.1 EXCAVATION | | | 0298 6000.11 35.000 LS | 12000.00000 12000.00| | ABUTMENT NO.2 EXCAVATION | | | 0299 6005.35 81.000 LF | 50.00000 4050.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0300 6005.60 24.000 EACH| 800.00000 19200.00| | ELASTOMERIC BEARING | | | 0301 6010.22 272.800 CY | 395.00000 107756.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0302 6010.26 642.100 CY | 385.00000 247208.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0303 6011.11 338.000 LS | 260000.00000 260000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3118+65.53 RT. | | | 0304 6080.00 2770.000 LB | 2.50000 6925.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0305 6105.03 3000.000 TON | 50.00000 150000.00| | ROCK RIPRAP, TYPE C | | | 0306 6131.50 164055.000 LB | 0.60000 98433.00| | EPOXY COATED REINFORCING STEEL | | | 0307 6139.50 66.000 SY | 50.00000 3300.00| | SUBSURFACE DRAINAGE MATTING | | | 0308 6210.50 1450.000 LF | 25.00000 36250.00| | PIPE PILING | | | 0309 6251.50 660.000 LF | 360.00000 237600.00| | DRILLED SHAFT 60" | | | 0310 6310.00 2420.000 SF | 25.00000 60500.00| | STEEL SHEET PILING | | | 0311 8091.00 330.000 CY | 40.00000 13200.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,471,706.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0019 GROUP 6J BRIDGE AT STA. 3152+07.27 LT. 2-138' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -76 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0312 0030.60 LUMP| 50000.00000 50000.00| | MOBILIZATION | | | 0313 3050.15 200.700 CY | 242.00000 48569.40| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0314 3051.10 23505.000 LB | 0.95000 22329.75| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0315 6000.10 5.000 LS | 7500.00000 7500.00| | ABUTMENT NO.1 EXCAVATION | | | 0316 6000.11 5.000 LS | 7500.00000 7500.00| | ABUTMENT NO.2 EXCAVATION | | | 0317 6000.20 130.000 LS | 38000.00000 38000.00| | PIER NO.1 EXCAVATION | | | 0318 6005.35 83.400 LF | 55.00000 4587.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0319 6005.83 5.000 EACH| 2700.00000 13500.00| | FIXED BEARING | | | 0320 6010.22 285.800 CY | 700.00000 200060.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0321 6010.26 357.200 CY | 600.00000 214320.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0322 6071.11 383600.000 LS | 370000.00000 370000.00| | STEEL SUPERSTRUCTURE AT STA. 3152+07.27 | | | LT. | | | 0323 6080.00 3620.000 LB | 4.50000 16290.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0324 6107.00 43.600 SY | 50.00000 2180.00| | CONCRETE SLOPE PROTECTION | | | 0325 6131.50 108335.000 LB | 0.40000 43334.00| | EPOXY COATED REINFORCING STEEL | | | 0326 6139.50 107.000 SY | 40.00000 4280.00| | SUBSURFACE DRAINAGE MATTING | | | 0327 6210.50 5270.000 LF | 24.00000 126480.00| | PIPE PILING | | | 0328 6404.16 244.000 LF | 35.00000 8540.00| | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0329 6602.31 2693.500 LS | 38790.00000 38790.00| | CONCRETE COATING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -77 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 8091.00 340.000 CY | 35.00000 11900.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,228,160.15| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 GROUP 6K BRIDGE AT STA. 3152+07.27 RT. 2-138' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0331 0030.60 LUMP| 50000.00000 50000.00| | MOBILIZATION | | | 0332 3050.15 199.500 CY | 242.00000 48279.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0333 3051.10 23430.000 LB | 0.95000 22258.50| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0334 6000.10 5.000 LS | 7500.00000 7500.00| | ABUTMENT NO.1 EXCAVATION | | | 0335 6000.11 5.000 LS | 7500.00000 7500.00| | ABUTMENT NO.2 EXCAVATION | | | 0336 6000.20 130.000 LS | 38000.00000 38000.00| | PIER NO.1 EXCAVATION | | | 0337 6005.35 83.400 LF | 55.00000 4587.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0338 6005.83 5.000 EACH| 2700.00000 13500.00| | FIXED BEARING | | | 0339 6010.22 260.700 CY | 700.00000 182490.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0340 6010.26 357.300 CY | 600.00000 214380.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0341 6071.11 383815.000 LS | 370000.00000 370000.00| | STEEL SUPERSTRUCTURE AT STA. 3152+07.27 | | | RT. | | | 0342 6080.00 3620.000 LB | 4.50000 16290.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0343 6107.00 43.600 SY | 50.00000 2180.00| | CONCRETE SLOPE PROTECTION | | | 0344 6131.50 106645.000 LB | 0.40000 42658.00| | EPOXY COATED REINFORCING STEEL | | | 0345 6139.50 107.000 SY | 40.00000 4280.00| | SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -78 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0346 6210.50 5270.000 LF | 24.00000 126480.00| | PIPE PILING | | | 0347 6404.16 244.000 LF | 35.00000 8540.00| | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0348 6602.31 2693.500 LS | 38790.00000 38790.00| | CONCRETE COATING | | | 0349 8091.00 340.000 CY | 35.00000 11900.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,209,612.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0021 GROUP 6L BRIDGE AT STA. 3152+07.27 LT. 2-138' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0350 0030.60 LUMP| | | MOBILIZATION | | | 0351 3050.15 200.700 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0352 3051.10 23505.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0353 6000.10 5.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0354 6000.11 5.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0355 6000.20 130.000 LS | | | PIER NO.1 EXCAVATION | | | 0356 6005.35 83.400 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0357 6005.83 10.000 EACH| | | FIXED BEARING | | | 0358 6010.22 283.800 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0359 6010.26 374.500 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0360 6011.11 266.500 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3152+07.27 LT. | | | 0361 6080.00 3885.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -79 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0362 6095.00 16.000 EACH| | | STEEL DIAPHRAGM | | | 0363 6107.00 43.600 SY | | | CONCRETE SLOPE PROTECTION | | | 0364 6131.50 138820.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0365 6139.50 107.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0366 6210.50 5670.000 LF | | | PIPE PILING | | | 0367 6404.16 244.000 LF | | | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0368 6602.31 3757.000 LS | | | CONCRETE COATING | | | 0369 8091.00 340.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0022 GROUP 6M BRIDGE AT STA. 3152+07.27 RT. 2-138' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0370 0030.60 LUMP| | | MOBILIZATION | | | 0371 3050.15 199.500 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0372 3051.10 23430.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0373 6000.10 5.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0374 6000.11 5.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0375 6000.20 130.000 LS | | | PIER NO.1 EXCAVATION | | | 0376 6005.35 83.400 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0377 6005.83 10.000 EACH| | | FIXED BEARING | | | 0378 6010.22 259.000 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -80 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0379 6010.26 374.500 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0380 6011.11 266.500 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 3152+07.27 RT. | | | 0381 6080.00 3885.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0382 6095.00 16.000 EACH| | | STEEL DIAPHRAGM | | | 0383 6107.00 43.600 SY | | | CONCRETE SLOPE PROTECTION | | | 0384 6131.50 136795.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0385 6139.50 107.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0386 6210.50 5670.000 LF | | | PIPE PILING | | | 0387 6404.16 244.000 LF | | | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0388 6602.31 3757.000 LS | | | CONCRETE COATING | | | 0389 8091.00 340.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0023 GROUP 6N BRIDGE AT STA. 126+06.96 2-147' SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0390 0030.60 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | 0391 1043.50 7.600 SY | 3.50000 26.60| | RIPRAP FILTER FABRIC | | | 0392 3050.15 170.300 CY | 242.00000 41212.60| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0393 3051.10 21340.000 LB | 0.95000 20273.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0394 6000.10 5.000 LS | 7000.00000 7000.00| | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -81 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 6000.11 5.000 LS | 7000.00000 7000.00| | ABUTMENT NO.2 EXCAVATION | | | 0396 6000.20 130.000 LS | 7000.00000 7000.00| | PIER NO.1 EXCAVATION | | | 0397 6005.35 116.800 LF | 50.00000 5840.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0398 6005.83 4.000 EACH| 2800.00000 11200.00| | FIXED BEARING | | | 0399 6010.22 348.000 CY | 475.00000 165300.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0400 6010.26 298.200 CY | 665.00000 198303.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0401 6071.11 325764.700 LS | 285000.00000 285000.00| | STEEL SUPERSTRUCTURE AT STA. 126+06.96 | | | 0402 6080.00 2490.000 LB | 4.50000 11205.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0403 6107.00 36.300 SY | 50.00000 1815.00| | CONCRETE SLOPE PROTECTION | | | 0404 6131.50 116785.000 LB | 0.40000 46714.00| | EPOXY COATED REINFORCING STEEL | | | 0405 6139.50 107.800 SY | 40.00000 4312.00| | SUBSURFACE DRAINAGE MATTING | | | 0406 6210.12 3040.000 LF | 18.00000 54720.00| | HP 10"X42# STEEL PILING | | | 0407 6602.31 2839.000 LS | 40880.00000 40880.00| | CONCRETE COATING | | | 0408 8091.00 265.000 CY | 40.00000 10600.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 958,401.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0024 GROUP 6O BRIDGE AT STA. 126+06.96 2-147' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0409 0030.60 LUMP| | | MOBILIZATION | | | 0410 3050.15 170.300 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0411 3051.10 21340.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -82 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0412 6000.10 5.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0413 6000.11 5.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0414 6000.20 130.000 LS | | | PIER NO.1 EXCAVATION | | | 0415 6005.35 116.800 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0416 6005.78 8.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0417 6005.83 8.000 EACH| | | FIXED BEARING | | | 0418 6010.22 358.600 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0419 6010.26 406.400 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0420 6011.11 259.300 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 126+06.96 | | | 0421 6107.00 24.700 SY | | | CONCRETE SLOPE PROTECTION | | | 0422 6131.50 134725.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0423 6139.50 131.300 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0424 6210.12 3100.000 LF | | | HP 10"X42# STEEL PILING | | | 0425 6602.31 3886.000 LS | | | CONCRETE COATING | | | 0426 8091.00 265.700 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0025 GROUP 10 GENERAL ITEMS | | | 0427 0001.08 7280.000 BDAY| 0.50000 3640.00| | BARRICADE, TYPE II | | | 0428 0001.10 10370.000 BDAY| 2.00000 20740.00| | BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N16 -83 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 5823 COUNTIES : SCOTTS BLUFF LETTING DATE : 06/26/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0429 0001.75 144.000 EACH| 2.00000 288.00| | TEMPORARY SIGN DAY | | | 0430 0001.90 43620.000 EACH| 0.25000 10905.00| | SIGN DAY | | | 0431 0001.99 630.000 EACH| 2.00000 1260.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0432 0003.10 200.000 DAY | 80.00000 16000.00| | FLAGGING | | | 0433 0003.51 480.000 LF | 18.50000 8880.00| | INSTALL CONCRETE PROTECTION BARRIER | | | 0434 0030.00 LUMP| 9000.00000 9000.00| | MOBILIZATION | | | 0435 1017.00 11.740 LS | 190500.00000 190500.00| | CONSTRUCTION STAKING AND SURVEYING | | | 0436 7110.00 1000.000 LF | 2.00000 2000.00| | TEMPORARY FENCE | | | 0437 9110.01 150.000 HOUR| 80.00000 12000.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0438 9110.03 150.000 HOUR| 50.00000 7500.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0439 9110.06 150.000 HOUR| 90.00000 13500.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0440 9110.07 150.000 HOUR| 50.00000 7500.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 303,713.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,384,836.85| $ 0.00| $ ====================================================================================================================================
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